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20028322 Civil Pkt
OCT -18 -2002 10:24 FAX Date: IO --I $ -b Z NC SQUARED INC. 360 3522044 P.01iO3 From: 1-7. ^16 Fax #: 360/352 -2044 To: `illy G 1 S s a -I . Of: W 0 w V A N MC Squared, Inc. 1235 East 0 Avenue, Ste 101 Olympia; WA 98506 Phone #: 3601754 -9339 Cr ry o?g-' Fax #: fS-8. 3144 CG J' Aew'v PPi4r7- .3`03 - r30* 3 Pages, including this cover sheet Phone #: 'fg-8 — 94. ' r I Instructions: 4i M pG0A S6 S� 7W 1677AcY&'cfl _ r Ft.4N ,Q A/O CeTrW. 14-19' rD u k 7p G "N66' OCT -18 -2002 10:24 MC SOUAPED INC. F99PAS r • • MC SQUARED I N C OR P O R A T E D October 18, 2002 Mr. Jim Gibson, PE Yelm Community Planning and Development 105 Yelm Avenue West Yelm, WA 98597 Dear Mr. Gibson: 360 3522044 P.02iO3 1235 EAST 4TH AVE SUITE 101 o(.YMPIA, WA 98506 (360)154.9339 FAX(360)352 -2044 E•ma�l: eng ®mc2•lnc,corn Subject: Revisions to Site Plan for Proposed Addition to lEssthnven Assisted Living Facility, Yelm, WA 1 would like to verify some of the possible changes that the owner discussed with you for the site plan on the above project. 1 understand that these changes result from the fact that they have sprinkled the building. Since the project addition would be built over the existing access drive, water loop and hydrants, our initial understanding was that we would need to replace those impacted features with essentially the same configuration further to the south. However, yesterday I spoke with the owner's representative, Fred Murray, who mentioned that since the building was sprinkled, the City of Yelm does not require a full replacement of those features. Specifically, the owner proposes to change the following: 1. Provide a 12 -foot wide paved access drive in lieu of a 22 -foot wide drive on the south side of the addition. 2. Eliminate the additional hydrant shown on the site plan. 3. Maintain the size of die fine line on site to 6 inches. 4. Additional parking will be provided to cover the addition by widening the existing access drive to provide parallel spaces along the southwest boundary of the property. I also would like to get the fire flow data for hydrants in the area if the city has that data available. Please let me know if these changes are acceptable. If you have any questions or I can be of further help, please call me at 754 -9339. Sincerely, Mark Leingang, PE Senior Engineer STRUCTURAL • FOUNDATION • CML ENGINEERS OCT -18 -2002 10:24 MC SQUARED INC. 360 3522044 P.03iO3 ,..... ..... -- I Ail 11 i (� oe "M 3 1 h Z a c �{ � C 1 y - - - - - -- Ott - - -j 6\4 -- -- .......... .............. ...... ------------------------ ® O m ® � ® 0 ©@ ji4k if ji;i; mi fir I tj I lai 14 , A I - l� � � ��a •� � A �� ��� ,� g !s a g4 � g �� g4 �� �� It I., rfRYCfLnaa •iuvr.wrw+•uv,L EASTRAVEN VIL A nrarm,n..� N g g usLur4rx.vk ADI)MON N M QUAA o�. atWMnIwsa Yi;LM, WA ■,l, Mp► RY N P igss pull 13 1 '�r���. q { Ip�a�� dill 6 umt. ms PLAN w z I TOTAL P.03 o� T"EA FAX TRANSMISSION CITY OF YELM pr COMMUNITY DEVELOPMENT DEPARTMENT PO BOX 479 —105 YELM AVE W YELM WA 98597 (360) 458 -3835 FAX: (360) 458 -3144 •mr WAi IHWCW TO: Mark Leingang DATE: OCTOBER 4 2002 FAX #: 360- 352 -2044 PAGES: 1, including this cover sheet. FROM: Jim Gibson Development Review Engineer SUBJECT: Easthaven Assisted Living - Phase 2 COMMENTS: These responses are numbered per the fax you sent Oct 18, 2002. 1. All fire lanes must be 20' in width. The fire lane must be 20' in width where ever a fire truck must have access. 2. A fire hydrant must be within a reasonable distance of the FDC for the sprinkler system. (20 -30') If the FDC is still located on the south side of the bldg. a fire hydrant will be required. Both the FDC and FH must be located outside of the collaspe zone of the bldg. 3. If you show calculations that the 6" water line will be adaquate I will approve this size. 4. This parking location appears to be adaquate. Please leave 10' on each side of any fire hydrants that may be located in this area. This parking approval is only for the civil portion of the plans. I have not reviewed this for compliance for land use. * * IF YOU DO NOT RECEIVE ALL COPIES, OR ANY COPY IS NOT LEGIBLE, PLEASE CALL (360) 458 -3835 AS SOON AS POSSIBLE. Documentl CITY OF YEI-ML COMMUNITY DEVF- -IPMENT DEPARTMENT PO BOX 479 - Y5 YELM AVE W YELM WA 98597 (360) 458 -3835 FAX: (360) 458 -3144 f rb 1NfHIMQTON TO: Mark Leingang FAX #: 360. 352 -2044 FROM: Jim Gibson Development Review Engineer DATE: OCTOBER 22, 2002 PAGES: 17 including this cover sheet. SUBJECT: Easthaven Assisted Living , Phase 2 COMMENTS: These responses are numbered per the fax you sent Oct 18, 2002. 1. All fire lanes must be 20' in width. The tire lane must be 20' in width where ever a fire truck must have access. 2. A lire hydrant must be within a reasonable distance of the FDC for the sprinkler system. (20 -30') If the FDC is still located on the south side of the bldg. a fire hydrant will be required. Both the FDC and FH must be located outside of the collaspe zone of the bldg. 3. If you show calculations that the 6" water line will be adaquate I will approve this size. 4. This parking location appears to be adaquate. Please leave 10' on each side of any fire hydrants that may be located in this area. This parking approval is only for the civil portion of the plans. I have not reviewed this for compliance for land use. * * IF YOU DO NOT RECEM, ALL COMES, OR ANY COPY IS NOT LEGIBLE, PLEASE CALL (360) 458 -3835 As SOON As POSSIBLE. Do "mentl -bbl£ 85b 09£ - 1130 HIM HID,- A30 WW00 -03A 30 Alla- SZ:00:00 100/100 uoi lee no S0ed 50:60 ZZ -100 : Pu3 "OZNS£09£6 'ON la1 / aweN uo11e1S b0:60 ZZ -Po : 1ae1S A 100 ON d88d •wwo0 'ON u1S bbS : 'ON al!3 uolsslwsueal AaowaW : 300W ** lO aced * * * * * * * ** SO:60 3W11 * * ** ZOOZ- ZZ -1a0 31yo imaor "moo - a �_ City o Yelm a 105 Yelm Avenue West P.O. Box 479 YE WASHINGTON Yelm, Washington 98597 (360) 458 -3244 January 3, 2003 Mark Leingang MC Squared Inc 1235 East 4" Ave Suite 101 Olympia, Washington 98506 RE: Civil Engineering Review No. 1 Easthaven Villa Assisted Care Facility Addition City of Yelm Project No. CUP -02- 8322 -YL Dear Mr. Leingang: I have reviewed the plans submitted 12/12/02 and with a dated PE stamp of 11/29/02). The following are comments from the above referenced plans and need to be addressed on the future submittal. I have organized these comments by general category. If you have any questions I have also included a set of redlined plans to clarify these comments. Cover Sheet: Sheet C -1 1. Please list the actual basis of bearings on the cover sheet and each sheet that has elevations or bearings listed. 2. The vertical datum referenced on the cover sheet does not match the elevation referenced on the Thurston County's High Precision Network. The plans show elevation 352.16 and the County's elevation is 352.653. Please revise or submit support documentation for your elevation. Erosion Control and Drainage Plan: Sheet C -2 1. Please remove the references to airport hangers and taxiways from the "Construction Sequence and Procedures ". 2. No. 1 of the Construction Sequence should be a preconstruction meeting before any work on site is started. 3. Test pits and infiltration tests have been performed per the storm drainage report. Add a map showing the locations of the test pits and the test pit logs to the storm drainage report. 4. The civil plans need to show the roof leaders and tight line system connected to the infiltration galleries. Include elevations for construction of the galleries. 5. Remove the "native gravels section" from the infiltration gallery details. Washed rock is required in the infiltration galleries. Once the native soils are disturbed the target infiltrative rates will not be attainable. 6. The bioswale needs to slope and be free draining toward the catchbasin. Standing water within the bioswale will not allow the swale to work properly. Remove the 0.33' rise at the catchbasin. 7. The top of the bioswale slope must be located 5' away from the property line. This 5 bench area is required for drainage facility setbacks and the landscaping area. This area shall be a flat area. The City of Yelm is an Equal Opportunity Providel- M M 8. The infiltration galleries must be located a min of 10' away from all property lines. Infiltration gallery No. 4 must be moved away from the STEP tank. The gallery must be located at least a distance equal to 1.5:1 slope from the bottom of the STEP tank. This will facilitate the removal of the STEP tank if required in the future. 9. Add elevations to the infiltration galleries. 10. How is this project meeting the stormwater requirement for the frontage improvements? Please show on the plans. Grading Plan: Sheet C -3 1. Show a 5' flat bench between the top of the bioswale slope and property line. 2. Grading construction note no. G1 is unclear. What is the intention of this note. 3. Show spot elevations for the H.C. parking areas. Site Plan: Sheet C -4 1. Signage will be required for the access roadway. This roadway will need to be enter only or exit only. Show the signage on the site plan. 2. The frontage improvements need to be shown in plan and profile. Does the current alignment reflect the realigned centerline of Cullen Road? Utilities Plan: Sheet C -5 1. The STEP tank needs to have station, offset and elevation information added to the plans 2. Show the side sewer location, elevations, slopes and cleanouts on the plans. 3. The STEP pumping system will need to be a duplex pumping system. 4. Show the control panel and its location on the plans. See standard details for allowed locations and installations. 5. Show STEP service line, Carson box and tapping location for sewer system. 6. Note to contractor: All STEP wiring will be color coded per the City of Yelm's Development Guidelines. 7. Show STEP tank type and elevations on the plans. The access cover and the side sewer inlet can be no greater than 4' difference in elevation. 8. Add sewer details 7 -14 and 7 -18. 9. Add water details 6 -3. 10. Remove details 7 -9 and 7 -13 Waterline Profile: Sheet C -9 1. Show min vertical separation of 18" between utilities. 2. It appears that a conflict will be between the 6" watermain and the 6" side sewer. Show 18" vertical separation or other possible solutions. Landscape Plans: Sheet L1.0 1. Perimeter landscaping on the SW property line requires trees to be an average of 20' on center. No more than 50% of the trees can be deciduous. Shrubs to be at least 3 -feet tall, and should be grouped in asymmetrical arrangements to provide the end result of the 8 -foot landscape perimeter buffer. Landscape should continue to the eastern property line. 2. Road frontage landscaping is missing at the SW corner. 3. Proposed landscaping is missing from the NW property line. The NW property line shall continue the 8 -foot landscape buffer as stated above. Type IV. Parking area landscaping: a. Purpose. To provide visual relief and shade in parking areas. Description and Required Amount. i. Parking areas shall have at least 24 square feet of landscape development for each parking stall proposed. b. Design. i. Each area of landscaping must contain at least 100 square feet of area and must be at least six feet in any direction. ii. Each planting area must contain at least one tree. Planting areas shall be provided with the maximum number of trees possible given recommended spacing for species type. Deciduous trees shall have a minimum size of one and one -half inches in caliper measured six inches above the base. Evergreens shall have a minimum height of eight feet at planting. iii. Live groundcover shall be provided throughout each landscaping area. Groundcover may be any combination of grass, shrubs and trees that provide the desired effect of providing visual relief and green space within the parking area. Grassed areas are recommended. Utilization of beauty bark shall be discouraged and shall not substitute for live groundcover. Groundcover shall be selected and maintained so that the entire landscaped area will be covered within three years. iv. A landscaped area must be placed at the interior end of each parking row in a multiple -lane parking area. This area must be at least six feet wide and must extend the length of the adjacent parking stall. v. Up to 100 percent of the trees proposed for the parking area may be deciduous. A minimum of 70 percent must be deciduous. vi. No parking stall shall be located more than 50 feet from a tree. vii. Landscaping islands and landscape portions of pedestrian corridors may be used for drainage treatment and given credit on drainage calculations under Chapter 5 of the development guidelines. However, the primary purpose shall remain landscaping and health of trees and groundcover and aesthetic character shall not be compromised. Additionally in no case shall the grade between the parking lot surface edge and the landscape island or pedestrian corridor surfaces be greater than six inches when a swale concept is utilized and it is intended to meet minimum landscaping space requirements. Irrigation Plans: Sheet L1.0 1. No comments at this time. Conditions of Approval: 1. To be paid at building permit issuance. 2. To be completed with the approved construction plans 3. To be completed with the approved construction plans 4. To be completed with approved Landscape and Irrigation plans 5. To be paid at building permit issuance. (7 eru's) 6. To be completed at building permit 7. To be paid at building permit issuance (7eru's) 8. To be completed at building permit 9. To be completed with approved construction plans 10. To be completed with approved Landscape and Irrigation plans 11. To be completed with approved construction plans 12. To be completed with approved construction plans 13. Not completed 14. To be completed with approved Landscape and Irrigation plans � w 15. Not completed 16. Not completed 17. To be completed with plan approval Please review and revise your engineering drawings. When you resubmit your package, please send 4 revised sets and two drainage reports. If you have any questions or comments, please call me at (360) 458 -8438 and I will be happy to further assist you. Respectfully City of Yelm Community Development im Gibson Development Review Engineer Cc: Marvin Pratt Grant Beck Tim Peterson Enc: January 3, 2003 Mark Leingang MC Squared Inc 1235 East 4" Ave Suite 101 Olympia, Washington 98506 RE: Civil Engineering Review No. 1 Easthaven Villa Assisted Care Facility Addition City of Yelm Project No. CUP -02- 8322 -YL Dear Mr. Leingang: I have reviewed the plans submitted 12/12/02 and with a dated PE stamp of 11/29/02). The following are comments from the above referenced plans and need to be addressed on the future submittal. I have organized these comments by general category. If you have any questions I have also included a set of redlined plans to clarify these comments. Cover Sheet: Sheet C -1 d yJ. Please list the actual basis of bearings on the cover sheet and each sheet that has elevations or bearings listed. �2. The vertical datum referenced on the cover sheet does not match the elevation referenced on the Thurston County's High Precision Network. The plans show elevation 352.16 and the County's elevation is 352.653. Please revise or submit support documentation for your elevation. Erosion Control and Drainage Plan: Sheet C -2 uF 1. Please remove the references to airport hangers and taxiways from the "Construction Sequence and Procedures ". v�2. No. 1 of the Construction Sequence should be a preconstruction meeting before any work on site is started. �P Test pits and infiltration tests have been performed per the storm drainage report. Add a map showing the locations of the test pits and the test pit logs to the storm Q drainage report. The civil plans need to show the roof leaders and tight line system connected to the infiltration galleries. Include elevations for construction of the galleries. --' 5. Remove the "native gravels section" from the infiltration gallery details. Washed rock t is required in the infiltration galleries. Once the native soils are disturbed the target infiltrative rates will not be attainable. a�. The bioswale needs to slope and be free draining toward the catchbasin. Standing water within the bioswale will not allow the swale to work properly. Remove the 0.33' rise at the catchbasin. The top of the bioswale slope must be located 5' away from the property line. This 5' ✓� bench area is required for drainage facility setbacks and the landscaping area. This �` area shall be a flat area. 0 4 8. The infiltration galleries must be located a min of 10' away from all property lines. d Infiltration gallery No. 4 must be moved away from the STEP tank. The gallery must be located at least a distance equal to 1.5:1 slope from the bottom of the STEP tank. This will facilitate the removal of the STEP tank if required in the future. Add elevations to the infiltration galleries. 10. How is this project meeting the stormwater requirement for the frontage D improvements? Please show on the plans. Grading Plan: Sheet C -3 Show a 5' flat bench between the top of the bioswale slope and property line. ��. Grading construction note no. G1 is unclear. What is the intention of this note? Show spot elevations for the H.C. parking areas. Site Plan: Sheet C -4 1. Signage will be required for the access roadway. This roadway will need to be enter only or exit only. Show the signage on the site plan. �. The frontage improvements need to be shown in plan and profile. Does the current alignment reflect the realigned centerline of Cullen Road? Utilities Plan: Sheet C -5 The STEP tank needs to have station, offset and elevation information added to the plans m112. Show the side sewer location, elevations, slopes and cleanouts on the plans. 04. The STEP pumping system will need to be a duplex pumping system. oY& Show the control panel and its location on the plans. See standard details for allowed locations and installations. p145. Show STEP service line, Carson box and tapping location for sewer system. 046. Note to contractor: All STEP wiring will be color coded per the City of Yelm's Development Guidelines. VV1, Show STEP tank type and elevations on the plans. The access cover and the side sewer inlet can be no great 4' difference in elevation. 8. Add sewer details 7 -14 an 7-1 . VkO Add water details 6 -3. 6VL Remove details 7 -9 and 7 -13 Waterline Profile: Sheet C -9 C9 K-1. Show min vertical separation of 18" between utilities. 0K2. It appears that a conflict will be between the 6" watermain and the 6" side sewer. Show 18" vertical separation or other possible solutions. Landscape Plans: Sheet 1-1.0 1. Perimeter landscaping on the SW property line requires trees to be an average of 20' on center. No more than 50% of the trees can be deciduous. Shrubs to be at least 3 -feet tall, and should be grouped in asymmetrical arrangements to provide the end result of the 8 -foot landscape perimeter buffer. Landscape should continue to the eastern property line. 0 �9- Road frontage landscaping is missing at the SW corner. 3. Proposed landscaping is missing from the NW property line. The NW property line shall continue the 8 -foot landscape buffer as stated above. Type IV. Parking area landscaping: a. Purpose. To provide visual relief and shade in parking areas. 0 Description and Required Amount. i. P rking areas shall have at least 24 square feet of landscape development b. Des fo each parking stall proposed. ig . Each area of landscaping must contain at least 100 square feet of area and ust be at least six feet in any direction. �i� Each planting area must contain at least one tree. Planting areas shall be provided with the maximum number of trees possible given recommended spacing for species type. Deciduous trees shall have a minimum size of one hand one -half inches in caliper measured six inches above the base. vergreens shall have a minimum height of eight feet at planting. i i. Live groundcover shall be provided throughout each landscaping area. roundcover may be any combination of grass, shrubs and trees that provide t e desired effect of providing visual relief and green space within the parking a a. Grassed areas are recommended. Utilization of beauty bark shall be di ouraged and shall not substitute for live groundcover. Groundcover shall be selected and maintained so that the entire landscaped area will be covered within three years. iv. A landscaped area must be placed at the interior end of each parking row in a multiple -lane parking area. This area must be at least six feet wide and must e end the length of the adjacent parking stall. V. Up to 00 percent of the trees proposed for the parking area may be deciduou . A minimum of 70 percent must be deciduous. vi. No par ing stall shall be located more than 50 feet from a tree. vii. Landsc ping islands and landscape portions of pedestrian corridors may be used for'drainage treatment and given credit on drainage calculations under Chapter 5 of the development guidelines. However, the primary purpose shall remain landscaping and health of trees and groundcover and aesthetic c aracter shall not be compromised. Additionally in no case shall the gradeetween the parking lot surface edge and the landscape island or pedestn n corridor surfaces be greater than six inches when a swale concept is utilizg'd and it is intended to meet minimum landscaping space requirements. Irrigation Plans: Sheet L1.0 1. No comments at this time. Conditions of Approval: 1. To be paid at building permit issuance. -2. To be completed with the approved construction plans �3. To be completed with the approved construction plans 04. To be completed with approved Landscape and Irrigation plans 5. To be paid at building permit issuance. (7 eru's) 6. To be completed at building permit 7. To be paid at building permit issuance (7eru's) 8. To be completed at building permit 9. To be completed with approved construction plans 10. To be completed with approved Landscape and Irrigation plans 11. To be completed with approved construction plans 12. To be completed with approved construction plans 13. Not completed 14. To be completed with approved Landscape and Irrigation plans �ot completed of completed 17. To be completed with plan approval Please review and revise your engineering drawings. When you resubmit your package, please send 4 revised sets and two drainage reports. If you have any questions or comments, please call me at (360) 458 -8438 and I will be happy to further assist you. Respectfully City of Yelm Community Development Jim Gibson Development Review Engineer Cc: Marvin Pratt Grant Beck Tim Peterson Enc: • • b O� THE • 1Mt WASHINGTON ,%a FAX TRANSMISSION CITY OF YELM COMMUNITY DEVELOPMENT DEPARTMENT PO BOX 479 —105 YELM AVE W YELM WA 98597 (360) 458 -3835 FAX: (360) 458 -3144 TO: Marvin Pratt DATE: JANUARY 23, 2003 FAX #• 503 - 992 -8304 PAGES: 29 including this cover sheet. FROM: Jim Gibson Development Review Engineer SUBJECT: Early Clearing and Grading Permit COMMENTS: For your records * * IF YOU DO NOT RECEIVE ALL COPIES, OR ANY COPY IS NOT LEGIBLE, PLEASE CALL (360) 458 -3835 AS SOON AS POSSIBLE. Documentl January 23, 2003 Marvin Pratt Suite 200, 4110 Pacific Avenue Forest Grove, OR 97116 H City of Yelm 105 Yelm Avenue West P.O. Box 479 Yelm, Washington 98597 (360) 458 -3244 RE: Easthaven Villa Phase 2 Addition City of Yelm Project No. CUP -02- 8322 -YL Grading Approval Only Dear Mr. Pratt Fred Murry has approached the City of Yelm for an early clearing and grading permit. With your permission the City of Yelm is willing to approve this request. With the following guidelines: 1. This permit only allows the clearing and grading of the site. 2. All property corners must be located by a surveyor and staked accordingly. 3. All temporary fences and erosion control measures must be in place prior to equipment operation. This temporary approval does not allow: 4. Installation of water, sewer, storm drainage or roadway systems. 5. Any work on the building or building foundation without written approval from the City of Yelm Building Official. By starting the clearing and grading phase of this project, you the owner of the project are solely responsible for work completed without approved construction drawings. If you have any questions or concerns please feel free to call me at (360) 458 -8438 or email me at limgibson @vwave.com and I will be happy to assist you. Respectfully, Community Development Department ?Jim Gibson Development Services Engineer Cc: Fred Murry - Contractor Mark Leingang — Engineer of Record Grant Beck — City of Yelm Gary Carlson — City of Yelm The City of Yelm is an Equal Opportunity Provider y _ _ ___ CITY OF YELM y� C()MMT]NI'TY DES 'PMENT DEPARTMENT PO SOY 479 -- �d5 YELM AVE W YEL1V1 WA 98597 (360) 458.3835 FAX: (360) 458 -3144 .,... .moo.. TO: Marvin Pratt DATE: JANUARY 23, 2003 FAX #- 503- 992 -8304 PAGES: ?, including this cover sheet. FROM: Jim Gibson Development Review Engineer SUBJECT: Early Clearing and Grading Permit COMMENTS: For your records * * Tr YOU DO NOT RECEIVE ALL COPIES, OR ANY COPY IS NOT LEGML E, PLEASE CALL (360) 458 -3835 AS SOON AS POSSIBLE. -bb G£ 2sb 09£ - A30 NIwoo Nll3h A30 WW00 -03A A A110- 9: 00 :00 Z00/Z00 uo!�ean0 s0ed 6£:60 £Z -Uer : pu3 MUMS �G ON Ial / aweN uo! }e4S K:60 £Z -uer : iae�S A 00 'ON HU •wwo0 -ON ups Z�Z : 'oN al!3 uo i ss i muee 1 AAowaW : 3001 °l ** W abed * * * * * * * ** 6£ :60 3W11 * * ** £00Z -£Z -uer 31b0 m IvNdnor 'Voin UUMM MC SQUARED INCORPORATED January 22, 2003 Mr. Jim Gibson, PE Yelm Community Planning and Development 105 Yelm Avenue West Yelm, WA 98597 Dear Mr. Gibson: RECEIVED JAN 2 3 2003 1235 EAST 4TH AVE SUITE 101 OLYMPIA, WA 98506 (360) 754 -9339 FAX(360)352 -2044 E -mail: eng @mc2- inc.com Subject: Review Responses for Civil Submittal for Addition to Easthaven Assisted Living Facility, Yelm, WA I would like to briefly outline our incorporation of your review of the civil plans for the assisted living facility. The format of this letter will follow the letter that you provided to us. Cover Sheet C -1 C -2 1. Basis of bearings derived from the Associated survey have been incorporated as requested. 2. Elevations from the Associated survey for the benchmark have been corrected to reflect up to date information as requested. An equation has been provided to translate the construction plans to the appropriate datum. 1. Corrected. 2. Notes changed. 3. Test pit log added to report. 4. Lines shown, and inverts for the galleries shown on plans. 5. Native gravel references removed. 6. Bio -swale removed due to lack of space. Catch basins, pipes, oil water separator and bypass structure incorporated in design. 7. See 6. 8. Step tank moved, and the infiltration galleries are relocated to be at least 10' from property lines. 9. Elevations added in notes. STRUCTURAL • FOUNDATION • CIVIL ENGINEERS 1 10. Catch basin added to capture storm runoff from driveway frontage improvements. C -3 1. Bioswale removed. 2. Grading note clarified. C -4 C -5 3. Handicapped parking is to be striped on existing asphalt. Existing grades appear to be sufficient. Note added to plans that state requirements, and adjusting grades, if required. 1. Sign added. 2. Profile for the frontage improvements added. Also, the centerline from the Associated survey has been adjusted to reflect the current Cullens Road centerline based on the City of Yelm survey provided. Alignment adjusted, with appropriate adjustments made to frontage improvements. 1. Step tank moved. Station and offset provided. 2. Side sewer location, size, invert, clean -out and slopes shown on plan. 3. Pump changed to duplex system. Details changed. 4. Pump control panel to be located on adjacent building. Shown on plans. Owner to coordinate location with City and Architect. 5. Step line, Carson box, and tapping location shown. 6. Step note added. 7. Step tank and elevation shown on plans. Side access cover and invert meet requirements. 8. Details 7 -14 and 7 -19 added to detail sheets. 9. Detail 6 -3 added to detail sheet. 10. Details 7 -9 and 7 -13 removed. C -9 1. Profile amended to provide clearance requested. 2. Relocated step tank and water line to minimize /avoid conflicts. I have also included calculations for the ERU for the sewer and water usage of the addition based on historical data provided by the city and owner. My calculations show that the addition should use approximately 6 ERU for sewer and water. I also have attached a revised Drainage and Erosion Control Report for this project. It incorporates the changes of reverting to the catch basins, pipes and Oil Water separator. Thanks for your prompt review of this project. If you have any questions or 1 can be of further help, please call me at 754 -9339. Sincerely, Mark Leingang, PE Senior Engineer Attch ERU CALCULATIONS FOR EASTHAVEN VILLA ADDITION 311 CULLENS ROAD NORTHWEST YELM, WA �Tif;7 THE BEEHIVE MANAGEMENT GROUP, INC. BY MC SQUARED, INC. MARK J. LEINGANG, PE EXPIRES: $X31 -0 SCOPE: CLIENT REQUESTED CALCULATION OF ERU FOR ADDITION. CALCULATIONS BASED ON INFORMATION OBTAINED FROM CITY OF YELM AND HISTORICAL RECORDS. I MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754 -9339 FAX (360) 352 -2044 Job: �A S77f'4 ✓r,'/ i/06 /T7bn� Date: /10-3 By: AJ4. Sheet: w'47ea yS46 6 eA LC- Page of n7 y wA7rx //SAGE c1de eN"72oN 14- dM'Q d 9 A 6'E 15Sj (OZ OF 0,4 LC/i(d 701V Dj 451cG0 GO 7, k -7 X 3Gr Dl�� bED / F-p 12 1vS 6� 20 u &6-4-:3 /3 2 ORD Gr-I bl�y Pv2 a �a.,(Vrr/ Crr r I7;, c 7 k 30 s 5330 c-F 7- qaa t _1 r L Ly - - -r- Cf THE A.Q� City o Yelm V%, a M " 105 Yelm Avenue West P.O. Box 479 Y E LM WASHINGTON Yelm, Washington 98597 (360) 458 -3244 July 7, 2003 Mr. Fred Murry Easthaven Villa Assisted Care Facility. Phase 2 311 Cullens Road NW Yelm, Washington 98597 RE: Revised Infiltration Gallery Section for Roadway Easthaven Villa Assisted Care Facility Addition City of Yelm Project No. CUP -02- 8322 -YL Dear Mr. Murry: I have reviewed your letter dated July 2, 2003 requesting to change the infiltration gallery design. The letter states, because of the free draining nature of the soils you would like to reduce the gallery size by reducing the cross section of washed rock used. The currently approved rock infiltration gallery size is 70'xl5'x3' with an 8" perforated pipe. This gallery design has 1,118 cubic feet of storage. By changing the design as requested, the storage of the gallery will be reduced significantly by eliminating the voids created by the washed rock. Without the voids the gallery cannot efficiently operate through multiple storms. Therefore the original approved design must be utilized and installed. If you have any further questions or comments, please call me at (360) 458 -8438 or email me at jimgibson Wvave.com and I will be happy to further assist you. Respectfully City of Yelm Community Development Jim Gibson Development Review Engineer Cc: Mark Leingang PE Tim Peterson The City of Yelm is an Equal Opporttutity Provider Thurston County Environmental Health 2000 Lakeridge Dr. S.W. Olympia WA 98502 - 786 -5465 WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION; READ INSTRUCTIONS THOROUGHLY DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR v TYPE OF SYSTEM IF PUBLIC SYSTEM, COMPLETE: i rR UBLIC CIRCLE GROUP INDIVIDUAL- I.D. NO• A B (serves only 1 residence) „ NAME OF SYSTEM SPECIFIC LOCATION WHERE SAMPLE COLLECTED TELEPHONE NO. DAY P -0)' 7.- A'r'q' I it s-- _ EVENING OWNER/MGR: s e�t9{ -dry 9O1J$CE TYPE -- 'n GROUND WATER UNDER SURFACE INFLUENCE ❑ SURFACE 2/ELL or ❑ SPRING ❑ PURCHASED or ❑ COMBINATION WELL FIELD INTERTIE or OTHER SEND REPORT TO: (Print full Name, Address and Zip WASHINGTON ii1 a f" TYPE OF SAMPLE (check only one in this column) ❑ Chlorinated (ResiduaL-_Total_Free) ❑ ROUTINE ❑ Filtered DRINKING WATER 1• ❑ Untreated or Other check treatment ❑ REPEAT SAMPLE Lab # Previous coliform presence Date ❑ RAW SOURCE WATER Source # [—sl E-170 Total Coliform ,Fjr NEW CONSTRUCTION or REPAIRS ❑ Fecal Coliforrr Y❑ OTHER (Specify) REMARKS (LAB USE ONLY) DRINKING WATER RESULTS ❑ UNSATISFACTORY, coliforms present "E&TISFACTORY REPEAT ❑ E. Coll present ❑ E. Coll absent Coliforms absent SAMPLES REQUIRED ❑ Fecal present ❑ Fecal absent OTHER LABORATORY RESULTS TOTAL COLIFORM /100 ml E. COLT /100 ml FECAL COLIFORM /100 ml PLATE COUNT _ /ml ANOTHER SAMPLE REQUIRED SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: ❑ Sample too old ❑ Confluent growth u Wrong container ❑ TNTC L-1 Incomplete form ❑.Turbid culture ❑ - ❑ Excess debris SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. (7 DIGITS) r l Ic DATE, TIME RECEIVED 80 -0 DATE REPORTED LABORATORY: y'L Y� OF TiIF p YELM WASHINGTON MEMORAND UM City of Yelm Community Development Department To: Fred Murry, Easthaven Assisted Care Facility �-n ML-r- U W From: Jim Gibson, Development Review Engineer S`45-k4 rr-T-AL Date: August 31, 2004 Subj: Construction Document Asbuilt Review Fred, We have reviewed the final asbuilt documents and have the following comments on the plans. See redline plans for the comments. Please review and revise the drawings. When you submit, please include the following: 1 set of mylars drawings — city copy 1 set of drawings for your records — your copy 1 set of half size drawings — city copy 1 cd with the final asbuilt AutoCAD drawings — city copy We also need bill of sale for water system, easements for water system and signed and executed stormwater maintenance agreement. We have received the sewer bill of sale and sewer easement. beehive CDcxnagernen-c gROUp, lnC. 4110 Pacific Ave. 9200 Forest Grove, OR 97116 (503)357 -3793 FAX(503)992-8304 Forest Grove Beehive - 2122 Hawthorne St Forest Grove, OR 97116 (503)357 -6409 Hawthorne House -2635 21st Ave. Forest Grove, OR 97116 (503)359 -5770 Easthaven Villa -311 Cullens Road Yelm, WA 98597 (503)458 -2800 Westhaven Villa - 1000 Anderson Dr. Aberdeen, WA 98520 (360)538 -9983 Hearthside Manor - 3615 74th Ave. West University Place, WA (256)460 -3330 oe Y 00 °r To: Grant Beck City of Yelm From: Marvin Pratt Fax: 360-458 -3144 Pages: 6 Phone: 360458 -3835 Date: 08/09/04 Re: Easthaven Villa Sewer Easements CC: Grant: I am faxing a copy of the Easthave Villa Sewer Easements — Bill of Sale and Warranty Agreement I'll send the originals by mail. If anything further is needed, please e-mail me or give me a call. Thanks. Marvin T'd b068- aGG -EOS 44eid UTAjew e66:TT *,0 GO 2nd and contingent costs, together with any damages, either direct or consequential, which the City may sustain on account of the failure of the Owner to carry out and execute all provisions of this agreement. 3. The obligations imposed or implied by this agreement shall not be assigned, transferred or assumed by any person or entity that is not a part of this agreement without prior written consent of the City. STATE OF OREGON ) ) ss COUNTY OF WASHINGTON ) On the day of � , 200, before me, a Notary Public in and for the State, of OregoO duly commissioned and sworn, personally appeared e hR4,,,,✓ ?Re 77— to me known to b the (TITLE(S)) Of (CORPORATE NAME) and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. WITNESS my hand and official se y nd year fir -above written. ary Public in and for ffie *oFFlCIaLSEAL State of Oregon, residing in SHERI TURPEN NOTAF,ky PUBLIC-OREGON OMMISSION NO. 377431 MISSON EXPIRES MARCH 6, 2008 Z-d b0E8_a66 -E0S 4leJd utAJeW eEE:TT �0 60 2nd BILL OF SALE Sewer Easement - Easthaven Villa THIS BILL OF SALE is made and executed this 2nd day of August, 2004, by and between Easthaven Villa, LLC, hereinafter called the grantor, and the City of Yelm, a Municipal Corporation, hereinafter called the grantee. WITNESSETH: That the grantor, for good and valuable consideration, the receipt of which is hereby acknowledged, hereby convey, set over, assign and warrant to the City of Yelm the following described property situated in Thurston County, State of Washington, TO WIT: The S.T.E.P. system service lateral from the tank to the sewer main, tank, pump and pump controls, water lines and related appurtenances lying within the following described easement area: Parcels 2 and 3 of Short Subdivision No. SS -0427 as recorded in Volume 4 of Short Subdivisions, pages 294 through 301, inclusive and as recorded under recording No. 985379. IN WITNESS WHEREOF, said corporation has caused this instrument to be executed by its proper officers and its corporate seal (if any) to be affixed this 2nd day of August, 2004. 0 lz Easthaven Villa, LLC (Title) D -1 t. All E'd �10EB- 066 -60S ggeJd uinJeW eEE:TT *,0 60 2nd OFFICIAL SEAL SHERITURPEN 0 NOTARY PUBLIC- OREGON STATE OF OREGON ) COMMISSION NO. 377431 3s M 'COMMISSION EXPIRES MARCH 6, 2008 COUNTY OF WASHINGTON ) On the C `� ^ day of , 20, before me, a Notary Public in and for the State of Oregon, duly mmissioned and sworn, personally appeared /%? rev F W-Me known to be the //l (TITLE(S)) Of 41,271 i��1 /1G(CORPORATE NAME) and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. WITNESS my hand and official seal the day ear.first- ove written. Public in and or the Statgo , resid' in System accepted this day of , 20 City of Yelm By: D -2 Community Development Director �,'d t10E8- Z66 -60S 44eJd utnJeW eEE:TT b0 60 2nd STEP SYSTEM PLAT EASEMENT PROVISIONS A PERPETUAL EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF YELM, ITS SUCCESSORS AND ASSIGNS, FOR OPERATION, MAINTENANCE, AND REPAIR OF ANY OR ALL PORTIONS OF THE SEPTIC TANK EFFLUENT PUMPS (STEP) SYSTEM INCLUDING BUT NOT RESTRICTED TO; SEPTIC TANKS, PUMP CHAMBERS, PRESSURE/ GRAVITY SEWER CONNECTION LINES AND PUMP STATUS PANEL, OVER, UNDER AND THROUGH THE LAND HEREBY PLATTED. THE PURPOSE OF THE EASEMENT IS TO PROVIDE ACCESS FOR CITY OFFICERS AND EMPLOYEES TO THE CITY OWNED PORTION OF THE STEP SANITARY SEWER SYSTEMS. THE WIDTH OF THE EASEMENT HEREIN RESERVED SHALL BE FIVE FEET EACH SIDE OF PIPE AND ELECTRICAL LINES AS CONSTRUCTED. THE WIDTH OF THE TANK EASEMENT SHALL EXTEND FIVE FEET BEYOND THE EDGES OF THE TANK. THE OWNER SHALL MAINTAIN AND IS RESPONSIBLE FOR THE HOUSE LATERAL CONNECTING THE TANK TO THE HOUSE PLUMBING AND INLET TO THE TANK CHAMBER. THE CITY OF YELM SHALL HAVE THE RIGHT TO TEMPORARILY UTILIZE SUCH AREA BEYOND THE EASEMENT AREA DESCRIBED ABOVE THAT IS NECESSARY FOR THE OPERATION, MAINTENANCE AND REPAIR ACTMTIES ON THE STEP SYSTEM. IT IS POSSIBLE THAT MAJOR LANDSCAPING ITEMS, E.G., SHRUBS AND TREES, WITHIN THE ABOVE EASEMENT RIGHT -OF -WAY MAY BE DAMAGED DURING THE PERFORMANCE OF OPERATION AND MAINTENANCE ACTIVITIES. THE OWNER WAIVES ANY CLAIM AGAINST THE CITY FOR DAMAGE TO SAID ITEMS IN THE CASE WHERE WORK BY THE CITY IS DONE IN A REASONABLE MANNER. THE OWNER ALSO WAIVES ANY CLAIM AGAINST THE CITY FOR DAMAGES GENERALLY WHICH ARISE FROM "ACTS OF GOD OR OF THIRD PARTIES, NOT INVOLVING FAULT BY THE CITY OF YELM. THIS EASEMENT SHALL BE CONSIDERED AN ENCUMBRANCE WHICH TOUCHES AND CONCERNS THE LAND ABOVE DESCRIBED, AND BINDS OWNERS, TRANSFEREES, DONEES, SUCCESSORS AND ASSIGNEES IN INTEREST IN THE SAME MANNER AS IT BINDS OWNERS HEREIN. Note: The above easement provisions shall be shown on the face of the final plat, verbatim lettering shall not be less than 0.13 (1/8) inch in height. D -3 S'd b068- 066 -60S Held uinjew ebE:TT b0 60 2nd Beehive CDanagemenz C,xoup, Inc. 4110 Pacific Ave. #200 Forest Grove, OR 97116 (503)357 -3793 FAX(503)992-8304 Forest Grove Beehive — 2122 Hawthorne St Forest Grove, OR 97116 (503)357 -6409 Hawthorne House —2635 21st Ave. Forest Grove, OR 97116 (503)359 -5770 Easthaven Villa —311 Cullens Road Yelm, WA 98597 (503)458 -2800 Westhaven Villa - 1000 Anderson Dr. Aberdeen, WA 98520 (360)538 -9983 Hearthside Manor— 3615 74h Ave. West University Place, WA (256)460 -3330 /QcC 411,6 CC F�PFO 1,9 ?��4 To: Grant Beck City of Yelm Fax: 360- 458 -3144 Phone: 360 -458 -3835 From: Marvin Pratt Pages: 6 Date: 08/09/04 Re: Easthaven Villa Sewer Easements CC: Grant: I am faxing a copy of the Easthave Villa Sewer Easements — Bill of Sale and Warranty Agreement. I'll send the originals by mail. If anything further is needed, please e-mail me or give me a call. Thanks. Marvin BILL OF SALE Sewer Easement - Easthaven Villa THIS BILL OF SALE is made and executed this 2nd day of August, 2004, by and between Easthaven Villa, LLC, hereinafter called the grantor, and the City of Yelm, a Municipal Corporation, hereinafter called the grantee. WITNESSETH: That the grantor, for good and valuable consideration, the receipt of which is hereby acknowledged, hereby convey, set over, assign and warrant to the City of Yelm the following described property situated in Thurston County, State of Washington, TO WIT: The S.T.E.P. system service lateral from the tank to the sewer main, tank, pump and pump controls, water lines and related appurtenances lying within the following described easement area: Parcels 2 and 3 of Short Subdivision No. SS -0427 as recorded in Volume 4 of Short Subdivisions, pages 294 through 301, inclusive and as recorded under recording No. 985379. IN WITNESS WHEREOF, said corporation has caused this instrument to be executed by its proper officers and its corporate seal (if any) to be affixed this 2nd day of August, 2004. Easthaven Villa, LLC (Title) D -1 1 �-wqw*-WIFA IN11,41-M. MEANS-- _ "M 7 A 5P STATE OF OREGON ) ) Ss OFFICIAL SEAL SHERITURPEN NOTARY PUBLIC - OREGON COMMISSION NO. 377431 #my COMMISSION EXPIRES MARCH B, 2008 COUNTY OF WASHINGTON } On the 144- day of , 20j, before me, a Notary Public in and for the State of Oregon, duly mmissioned and sworn, personally appeared AI 41 < A-w one known to be the AAM- 67-C--ve-5 (TITLE(S)) ofk 5r11*V '1 , &C(CORPORATE NAME) and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. WITNESS my hand and official seal the day_ 'ear fir t- ove written. ary Public in and or the State f rego , resid' in System accepted this day of D -2 20 City of Yelm 0 Community Development Director STEP SYSTEM PLAT EASEMENT PROVISIONS A PERPETUAL EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF YELM, ITS SUCCESSORS AND ASSIGNS, FOR OPERATION, MAINTENANCE, AND REPAIR OF ANY OR ALL PORTIONS OF THE SEPTIC TANK EFFLUENT PUMPS (STEP) SYSTEM INCLUDING BUT NOT RESTRICTED TO; SEPTIC TANKS, PUMP CHAMBERS, PRESSURE/ GRAVITY SEWER CONNECTION LINES AND PUMP STATUS PANEL, OVER, UNDER AND THROUGH THE LAND HEREBY PLATTED. THE PURPOSE OF THE EASEMENT IS TO PROVIDE ACCESS FOR CITY OFFICERS AND EMPLOYEES TO THE CITY OWNED PORTION OF THE STEP SANITARY SEWER SYSTEMS. THE WIDTH OF THE EASEMENT HEREIN RESERVED SHALL BE FIVE FEET EACH SIDE OF PIPE AND ELECTRICAL LINES AS CONSTRUCTED. THE WIDTH OF THE TANK EASEMENT SHALL EXTEND FIVE FEET BEYOND THE EDGES OF THE TANK. THE OWNER SHALL MAINTAIN AND IS RESPONSIBLE FOR THE HOUSE LATERAL CONNECTING THE TANK TO THE HOUSE PLUMBING AND INLET TO THE TANK CHAMBER. THE CITY OF YELM SHALL HAVE THE RIGHT TO TEMPORARILY UTILIZE SUCH AREA BEYOND THE EASEMENT AREA DESCRIBED ABOVE THAT IS NECESSARY FOR THE OPERATION, MAINTENANCE AND REPAIR ACTIVITIES ON THE STEP SYSTEM. IT IS POSSIBLE THAT MAJOR LANDSCAPING ITEMS, E.G., SHRUBS AND TREES, WITHIN THE ABOVE EASEMENT RIGHT -OF -WAY MAY BE DAMAGED DURING THE PERFORMANCE OF OPERATION AND MAINTENANCE ACTIVITIES. THE OWNER WAIVES ANY CLAIM AGAINST THE CITY FOR DAMAGE TO SAID ITEMS IN THE CASE WHERE WORK BY THE CITY IS DONE IN A REASONABLE MANNER. THE OWNER ALSO WAIVES ANY CLAIM AGAINST THE CITY FOR DAMAGES GENERALLY WHICH ARISE FROM "ACTS OF GOD OR OF THIRD PARTIES, NOT INVOLVING FAULT BY THE CITY OF YELM. THIS EASEMENT SHALL BE CONSIDERED AN ENCUMBRANCE WHICH TOUCHES AND CONCERNS THE LAND ABOVE DESCRIBED, AND BINDS OWNERS, TRANSFEREES, DONEES, SUCCESSORS AND ASSIGNEES IN INTEREST IN THE SAME MANNER AS IT BINDS OWNERS HEREIN. Note: The above easement provisions shall be shown on the face of the final plat, verbatim lettering shall not be less than 0.13 (1/8) inch in height. D -3 WARRANTY AGREEMENT KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS Easthaven Villa, LLC (hereinafter refereed to as the "Owner "), has applied to the City of Yelm, a political subdivision of Thurston County of the State of Washington, (hereinafter referred to as the "City ") for the approval by the City of a certain plat of a subdivision to be known as Easthaven Villa, a copy of which plat is attached hereto and made a part hereof as "Exhibit A ", on which said plat are shown areas offered by the Owner to be dedicated to public use as streets, alleys and other rights of way, and other public facilities and improvements; and WHEREAS, it is necessary in the interest of public welfare that the areas so offered to be dedicated are to be constructed in accordance with the sp4ecifications hereinafter set forth; and WHERE, in accordance with the items of RCW 58.17 and Title 16 of the Yelm Municipal Code, the City has adopted subdivision regulations which require that all improvements be constructed in a manner consistent with the City's development regulations; Now therefore, TO INDUCE THE city to approve said plat and to accept the dedication of said areas as public streets, easements and other improvements, the Owner does hereby unconditionally promise and agree to and with the City as follows: The Owner unconditionally warrants to the City, its successors and assigns that, for a period of 12 (twelve) months from the date of final plat approval, the improvements required to be constructed and dedicated to the public under the terms of the plat will be free from defects and that the work will conform with the requirements and specifications of the Development Guidelines of the City. Upon any breach of warranty, the Owner agrees to promptly repair or replace any defective work at no cost to the City, and to provide all labor, equipment and materials necessary therefore, at no cost to the City. 2. In the event the Owner shall fail or neglect to fulfill his obligations under this agreement, the City shall have the right to construct or cause to be constructed, repaired, or replaced pursuant to public advertisement and receipt and acceptance of bids, said street, utilities and other improvements, as shown on said plat, and the Owner shall be liable to pay and indemnify the City, upon completion of such construction, the final total cost to the City, including but not limited to engineering, legal and contingent costs, together with any damages, either direct or consequential, which the City may sustain on account of the failure of the Owner to carry out and execute all provisions of this agreement. 3. The obligations imposed or implied by this agreement shall not be assigned, transferred or assumed by any person or entity that is not a part of this agreement without prior written consent of the City. STATE OF OREGON } ) ss COUNTY OF WASHINGTON ) 1 On the day of , 20�, before me, a Notary Public in and for the State, of Oreg duly commissioned and sworn, personally appeared AIReJe- � e .dRwV,✓ 4T7- to me known ,to�b� the (TITLE(S)) Of iCI $ 1 1.4411 ,� ; /(/ / &4,4 (CORPORATE NAME) and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. WITNESS my hand and official se the y nd year fir -above written. ary Public in and for e EAL State of Oregon, residing in PEN �j� OREGON . 377431 *Mj MARCH 6, 2006 �0 TIC �' o � YELM WASHINGTON MEMORAND UM City of Yelm Community Development Department To: Tim Peterson, Jon Yanasak and Smitty From: Jim Gibson, Development Review Enginee 9-,4 Date: August 17, 2004 Subj: Easthaven Villa Phase 2 Final Drawings PW, Sewer and Water Departments: I am routing the Final Drawings for the Easthaven Villa Phase 2 Commercial Development to you for review and comment. Please write any notes or comments you may have on the documents and I will route them back to the owner. These are very late because the owner would not submit the plans. Now they want to get another permit for the remodel and they must complete the paperwork for the original construction. Thank you for reviewing these documents. Tim Peterson date Jon Yanasak date Smitty date 2 tjA Return to CDD Memorandum City of Yelm Community Development P.O. Box 479 Yelm, WA 98597 (360) 458 -3835 (360) 458 -3144 FAX To: SPRC From: Tami Merriman, Planning Technician Date: 9/19/02 Re: Easthaven Villa II - Addition Civil and Architectural Plans Attached please find Civil and Architectural Plans for Easthaven Villa II - addition for your review. Please return comments to Jim Gibson by October 10, 2002. Please note that the applicant is in the process of land use approval, and conditional use permit. A public hearing for the conditional use permit is scheduled for November 4, 2002. Thanks Tami CACommunity Development \Project Files \CUP Conditional Use Permit \8322 Easthaven Villa 11 Addition \Civil Plan Dist Memo.doc Jim Gibson From: Jim Gibson Uimgibson @ywave.com] Sent: Wednesday, January 29, 2003 12:25 PM To: gary carlson Cc: Grant Beck; Tami Merriman Subject: Easthaven Water Calculations The final calculations for Easthaven water connections are 6 eru's for water 6 eru's for sewer 1 new 1 1/2" domestic water meter 1 new 1 1/2" irrigation water meter Jim Gibson Development Services Engineer City of Yelm PO Box 479 Yelm, WA 98597 WK. 360 - 458 -8438 FX.360- 458 -3144 jimgibson @ywave.com Community Development Department City of Yelm P.O. Box 479 Yelm, WA 98597 OFFICIAL USE ONLY Date Received: Received By: CIVIL PLAN REVIEW APPLICATION USE BLACK INK ONLY RN LOCATION: dress: r' rp y &State Nrth Soth East Wet side of : Phone: �;'34_ (road name): Between (road name) //�� ��,,,, .� And (road name) City and Stater' t v� 1c, ( l.v W� _- Property Address: lip r Engineer- a, ^I Section: Township Range ; r' i<i A 1 *H i -k7 l e I `k Address: � ) _ �� (✓1� / City & State: Assessors Parcel No. = ?f Zip: Phone: OR OFFICIAL USE ONLY SUMMARY OF REQUEST (List type of uses) t) 'ire District Requirements Yes No ire Flow Required gpm later connection estimate No. of proposed dwelling units: ewer connection estimate Dimensions of property: :asements required ;fight -of -way required Total sq.ft of site: Total sq.ft in buildings: bnding required Total sq.1 in paved and covered surfaces (include buildings, drive streets, sidevalks, and parldng lots) Iiscellaneous A cursory check of the plans against the attached plan checklist will be made by the Development Engineer. If the plans meet the minimum checklist requirements as to content, they will be routed to the appropriate City staff and the plan review process will begin. If minimum checklist requirements are not met, plans will be returned to submitting engineer. R: \Community Developmcrifforms & Procedures`, CivilPlanReview 'CivilPlanApp.doc 8/01 THE q� r� YELM WASHINGTON To: Smitty of Yelm 901 Rhoton Road / PO Box 479 Yelm, WA 98580 360 - 458 -8406 Jon Transmittal better Attn: �")` n –) C—, N USor-) Items transmitted for: ® Review and comment ❑ As Requested Remarks: Date: September 24, 2002 Re: Civil Plan Review Project Name: East Haven Villa II ❑ For your records ❑ Other Please review the attached civil plans for East Haven Villa II. Your comments are due NLT October 7th, 2002. Q o� C�,Qv\ 6 Signed: Tim Peterson Public Works Director cc: File ©°` "Date Rec'd Back from Smitty W` "Date Rec'd Back from Jon p.--Date Forwarded to CDD CAMy Documents \Sewer\Easthaven Villa 9.24.02.doc . �„�,, o P CK `U --7 'LL '] 2,. 10 to (L)t NO O-Z�Z,�Z &I Yelm Sewer Dept. 9/26/2002 Review of Easthaven Villa Building addition These plans do not show me: • Tank(s) size • Side sewer location incl. Clean outs • Location of nearest hose bib on the building • How the proposed tank will be connected (piping) to the existing STEP main City of Yelm Invoice No. CDD -03 -075 Community Development Department %.usivmer Name Beehive Corporation Address 4110 Pacific Ave #200 City Forest Grove State OR ZIP 97116 Phone Hrs p 41 Engineering Review Fees raynIenR ueLaiis O Cash O Check O City of Yelm Community Development Department P.O. Box 479 Yelm, WA 98597 (360) 458 -3835 fax (360) 458 -3835 THANK YOU INVOICE - Date 2/5/03 Order No. CUP -02 -8322 Rep FOB Unit Price TOTAL $54.00 $2,214.00 SubTotal $2,214.00 Shipping & Handling $0.00 Taxes WA TOTAL 1 $2,214.00 Office Use Only Q THE, FACE OF THIS DOCUMENT HASA RED BACKGROUND • BACKGROUND O�Of THE Aq'� CITY OF m YELM P.O. Box 479 Yelm, WA 98597 RECEIPT No. 26189 YELM 360- 458 -8403 ECEIVED * ** *TWO THOUSAND TWO HUNDRED FOURTEEN DOLLARS & 00 CENTS RECEIVED FROM DATE REC. NO. AMOUNT REF. NO, NSTHAVEN VILLA 02/07/03 26189 2.214.00 CHECK 1037 .0. BOX 386 3REST GROVE . OR 97116 03- 357 -3793 ITE 311 CULLENS RD MISCELLANEOUS RECEIPT GRETCHEN NGINEERING REVIEW FEES E. TRUE & ASSOCIATES LAND SURVEYING P.O. BOX 908 18225 COOK ROAD S.E. YELM, WA. 98597 360 458 -2894 DATE FEB. 28, 2003 JOB NO. 99 -29E ATT: JIM GIBSON CITY OF YELM P.O. BOX 479 YELM, WA. 98597 SET LINE POINT ON CULLENS RD. FOR FUTURE CONSTRUCTION STAKING 2.0 HR FIELD WORK @ $100.00 TOTAL DUE = $200.00 $200.00 THANK YOU, EDDIE M. TRUE P.L.S. PAYMENT DUE UPON RECEIPT OF STATEMENT. PLEASE PUT JOB NO. ON YOUR CHECK TO INSURE PROPER CREDIT TO YOUR ACCOUNT. Project: EAST C uLC t�s cx c� % BARS #coo 1 cxw s 2 2` 4 j c3 0 % BARS # ---- -- -_ Yelm Sewer Dept. 9/26/2002 Review of Easthaven Villa Building addition These plans do not show me: • Tank(s) size • Side sewer location incl. Clean outs Location of nearest hose bib on the building How the proposed tank will be connected (piping) to the existing STEP main �pF THE �'•Q� YELM WASHINGTON Beehive Management Group LLC Marvin Pratt 4110 Pacific Avenue Suite 200 Forest Grove, OR 97116 City of Yelm 105 Yelm Avenue West P.O. Box 479 Yelm, Washington 98597 (360) 458 -3244 Re: Amendment to Easthaven Villa Phase II Addition Site Plan Dear Mr. Pratt: The City has received and reviewed the proposed change to the Easthaven Villa Phase II addition. The proposed change is based on the acquisition of land to the South of the site. The City cannot approve plans for improvements located on this property until such time as the applicant becomes the legal owner of the property. Moving the stormwater facilities and, landscaping to that site is consistent with the approved site plan, and is acceptable under the following conditions. 1. Revise, and resubmit civil plan to the Community Development Department for review and approval. This includes a new landscape and irrigation plan as well. 2. Revise, and resubmit stormwater calculations to reflect the change in the stormwater facilities. 3. Provide for a 20 -foot fire lane. Please keep in mind when revising your plans that bioswales must be located no closer than 5 feet from the property line, and stormwater ponds no closer than 10 feet from the property line. Engineer review fees will be applied. If you have any questions, please call me at (360) 458 -8496. Sincerely, Tami Merriman Assistant Planner cc: c.J6 Gibson, Development Services Engineer Gary Carlson, Building Official The City of Yelm is an Equal Opportunity Provider MC SQUARED INCORPORATED April 2, 2003 Mr. Fred Murray Easthaven Villa Assisted Care Facility 311 Cullen Road NW Yelm, WA 98597 Dear Mr. Murray: 1235 EAST 4TH AVE SUITE 101 OLYMPIA, WA 98506 (360) 754 -9339 FAX (360) 352 -2044 E -mail: eng0mc2- inc.com Subject: Revised Roof Drainage Infiltration System for Proposed Addition to Easthaven Assisted Living Facility, Yelm, WA I would like to briefly outline the discussion that you and I had in the field yesterday concerning the roof leaders and the infiltration system. You had asked if, given the porous soil conditions, you could utilize a perforated pipe around the perimeter of the foundation, surrounded by gravel to infiltrate the roof runoff. This would be done instead of the constructed infiltration galleries shown on the plans. I visited the site and checked the soils that the pipe was to be laid in. I noted that there have not been water problems with the existing building, and that you said you used a similar arrangement for that roof leader system. I mentioned that the system you are talking about is non - standard and will not work in all soil conditions. I think, however, it will work in the free draining gravels that are on your site. I must emphasize that the perforated pipe must be laid in free draining gravels. It should not be placed in the black, sandy loam that is on site. Also, you must understand that using the non - standard system; as opposed to the one shown on the design plans will increase the possibility that water problems may occur in the future. With the porous soils, I believe that the probability is still low. But you should weigh this increased risk versus any cost savings. If you opt for the non - standard configuration, and accept the increased risk, then you may install the non - standard system in lieu of the system shown on the design plans. However, if you have any water or moisture problems in the future, you should install the infiltration galleries shown on the plans at that time. MC Squared, Inc. and the City of Yelm will not be responsible for any water or moisture damage that may occur in the future. If you have any questions or I can be of further help, please call me at 754 -9339. Sincerely, Mark Leingang, PE Principal Engineer STRUCTURAL • FOUNDATION • CIVIL ENGINEERS MC SQUARED INCORPORATED July 2, 2003 Mr. Fred Murray Easthaven Villa Assisted Care Facility 311 Cullens Road NW Yelm, WA 98597 Dear Mr. Murray: 1235 EAST 4TH AVE SUITE 101 OLYMPIA, WA 98506 (360) 754 -9339 FAX(360)352 -2044 E -mail: eng@mc2-inc.com Subject: Revised Infiltration Gallery Section for Proposed Addition to Easthaven Assisted Living Facility, Yelm, WA I would like to briefly outline the discussion that Cary Chacon and I had concerning the field conditions he discovered while excavating for the infiltration gallery. He discovered that there was approximately 18 inches of black, sandy loam over native gravels and cobbles. The native gravel and cobbles were free draining and essentially free of fines. Because of the soil conditions, and the free draining nature of the native material, he requested to modify the infiltration gallery section. The proposed modification would mostly utilize the free draining native gravel, while providing a layer of washed drain rock around the perforated pipe. This layer of washed drain rock will be protected from the surface soils by a layer of filter fabric which will extend over the outside of the trenches by F -0" on each side. The native black sandy loam will be totally removed from the excavation and will not be allowed to contaminate the washed rock or the native gravels. The modified section is shown on the attached detail sketch. If the modified section is installed as detailed, I believe that the infiltration gallery will be adequate to dispose of the treated Stormwater runoff. If you have any questions or I can be of further help, please call me at 754 -9339. Sincerely, Mark Leingang, PE Principal Engineer i [EXPIRES: STRUCTURAL • FOUNDATION • CIVIL ENGINEERS I( MC SQUARED, INC. lob: C P•Sr14 A %Jt= XJ v t w A Cwt v t L- 23 ULYMPIA, WASHINGTON 98506 �03 (360) 754 Z 9339 Date: By: FAX (360) 352 -2044 PtO O t Fl 5D 1 N V: - 5 t�"7Gff i I Sheet: Page of U OT1 _�__ lAc)pl h Gd VETP Ac-p -CSTG COU q _ ir 0 0 �, v vdt $.aCF► t.L .d.to° Oa o kt"Ft 140 0 1FP � R�t C 5 eq row, p \j4 't?I pE _T eiz- e , - of I T(Ic, =�( SvCAcx -T)0 f `2To wpm r E o t %t G' '� � � � 47 TILL ti! C.� w t t�•i�'t -f ' tkl �F 334 GI 3 �Q SSI0(o E�� M [ 1J _XPIRES:1�3 v 0 t �t G� t Fi t✓T(�- �Y(01� o► j �_101_ —10 5 GF c'C �l br�v cam". CLsA4 F-)Z c E Pe-N' 0.11 o4C G►g!AQ CL-s Co Q13t.6S 70 Pr -?r)4 6pzxTfL TkfP S 10' -0" Gau,Fny Page 1 of 1 VO EAST t+A(- � Jim Gibson From: Tami Merriman [tmerriman @ywave.com] Sent: Monday, December 30, 2002 4:02 PM To: Jim Gibson (E -mail) Subject: easthaven I was talking to Marvin Pratt about his permit fees, and he asked me the status of plan review. Any status update I can give him? T 1/14/03 I/ �F THE City of Yelm 4 M 105 Yelm Avenue West YELM P.O. Box 479 WASHINGTON Yelm, Washington 98597 (360) 458 -3244 Transmittal Letter To: Water Department Company: Yelm Public Works Address: 901 Rhoton Road City, St Zip Yelm, WA 93597 Items transmitted for: ® Review and comment ❑ As Requested Date: March 17, 2003 Re: Approved plans File No: Name: Easthaven Phase 2 ❑ For your records ❑ Other Land Use Application Civil Plan Review Binding Site Plan Review Subdivision Review Environmental Review Remarks: Attached are the approved construction drawings for your records and inspections. Signed: Jim Gibson DevelopmeyServices Engineer cc: The City of Yelm is an Equal Opportunity Provider City o Yelm . z 105 Yelm Avenue West YEL1K P.O. Box 479 WASHINGTON Yelm, Washington 98597 (360) 458 -3244 Transmittal Letter To: Sewer Department — Jon Yanasak Company: Yelm Public Works Address: 901 Rhoton Road City, St Zip Yelm, WA 98597 Items transmitted for: ® Review and comment ❑ As Requested Date: March 17, 2003 Re: Approved plans File No: Name: Easthaven Phase 2 ❑ For your records ❑ Other Land Use Application Civil Plan Review Binding Site Plan Review Subdivision Review Environmental Review Remarks: Attached are the approved construction drawings for your records and inspections. Signed: Jim Gibson z %j P Develo meServices Engineer cc: The City of Yehn is an Equal Opportunity Provider go HYDRAULIC CALCULATIONS FOR EASTHAVEN VILLA ADDITION 311 CULLENS ROAD NORTHWEST YELM, WASHINGTON FOR THE BEEHIVE MANAGEMENT GROUP, INC. PROJECT NO. 22234-C DECEMBER 3, 2002 PREPARED AND STAMPED BY MARK J. LEINGANG, P.E. rwvm MC SQUARED, INC. 1235 EAST 4TH AVENUE, SUITE 101 OLYMPIA, WASHINGTON 98506 -4211 (360) 754 -9339 -FAX (360) 352 -2044 RECFl V E DEC 1 21001 zZZ3�f - -� HYDRAULIC CALCULATIONS FOR EASTHAVEN VILLA ADDITION 311 CULLENS ROAD NORTHWEST YELM, WA FOR THE BEEHIVE MANAGEMENT GROUP, INC. BY MC SQUARED, INC. MARK J. LEINGANG, PE I aS'T�'4R�� t SCOPE: 2274 - c, CLIENT REQUESTED CIVIL ENGINEERING TO PROVIDE STEP SYSTEM SIZING AND VERIFICATION THAT THE FIRE FLOWS AND WATER LINES WERE ADEQUATE FOR THE ADDITION. FIRE FLOW INFORMATION OBTAINED FROM CITY OF YELM FIRE FLOW TESTS. CONTENTS: STEP SYSTEM SIZING CALCULATION SPREADSHEET FIRE FLOW CALCULATION WATERLINE SIZE VERIFICATION EQUIVALENT LENGTH OF FITTINGS TABLE PROJECT TITLE: EASTHAVEN VILLA ADDITION JOB NUMBER 22234C ENGINEER LEINGANG CLIENT: BEEHIVE SCOPE: SIZE STEP SYSTEM FOR NEW ADDITION TO EASTHAVEN VILLA PER CITY OF YELM STANDARDS. RESIDENTS AT ROOMING HOUSE STANDARDS OTHER ITEMS, KITCHEN, ETC. IN MAIN EXISTING FACILITY FLOW CALCULATION: ITEM NUMBER FLOW (GPD) SUBTOTAL(GPD) RESIDENTS 20 40 800 LAUNDRY(WASHERS) 5 125 625 ADD'L STAFF SHIFTS 2 15 30 TOTAL 1455 GPD VOLUME CALCULATION: STORAGE REQUIRED TO BE 150% OF TOTAL DAILY FLOW VOLUME 2,183 GALLONS USE 3000 GALLON TANK -- PUMP REQUIRED: ASSUME SCH. 40 PVC 1" NOMINAL DIAMETER LINE HAZEN WILLIAMS C= 130 ID= 1.049 AREA= 0.8643 SQ IN 0.0060 SQ. FT FLOW RATE= 8 GPM 0.0178 CFS FLOW VELOCITY = 2.97 FT /S TOTAL EQUIVALENT LENGTH OF LINE = 175 FT VELOCITY HEAD LOSS, hf = 8.33 FT VERTICAL HEAD, Z = 6 FT TDH = 14.33 FT RUN TIME QTY. PER CYCLE 12 96 GALLONS ORENCO TURBINE 8 GPM 1 D OSI 0511 PUMP WITH S.O. POWER CABLE AND 4 1/8" BY -PASS OROFICE IN THE DISCHARGE HEAD (YELM STD PLAN 7.9) OK CYCLES PER DAY = 22.73 OR APPROX ONE PER HOUR MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 7549339 FAX (360) 352 -2044 Job: �sr�lA ✓.,J /�C1A �'LOr7�,J ��� - d-� Date: By; �dr/c V/ Le�nc�ar�� Vie, v Sheet: Page of A MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 7549339 FAX (360) 352 -2044 Job: 64--4 W60 ✓IU4 4DDinoO z2Z34 - C, Date: By: f'j� -!� �t lh� Pc Sheet: page 5 of le) ��Re✓ � ow / wa�-� C.Q GG t�G.a �� oN ��_� __..._.�._ . __._. _ MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 7549339 FAX (360) 352 -2044 Job: eA- --X Al/&J VU._A konloO Date: —By: �Gw�[. �• (1�thCrGrYI°� 1 %K Sheet: Page of A) _ _ 7brr��ivG�►}f �'�P� - 440 CIO F(Z[Cilo /v 6-49� S A?S C� /So �c't /�iv Ale std chG AeS _ FDA 4�cvl v - A f A16 ' - • � <�vq �_ •-�j�. - fir- � - Srr ��— /Soo ' /l � "` - � � 7 � r ' � f • MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754 -9339 FAX (360) 352 -2044 Job: 05rffVa) V t W4 Ah l-n6 k) ��4 -c Date: By:D�r� Sheet: Page--7—of /y MC SQUARED, INC. Job: ?'AsT N/�f) ULLL4 Aw a A) 22234 -� OLYMPIA, WASHINGTON 98506 (360) 7549339 Date: By; aW tG L U N ,a n FAX (360) 352 -2044 Sheet: Page of Ag V- 0_2. (32.7- TQ, c. Z MC SQUARED, INC. Job: 4AVff) I lLL4 6b 1716 A) 2=-34-e— OLYMPIA, WASHINGTON 98506 to (360) 7549339 Date: By: �Cihw L.10 w FAX (360) 352 -2044 Sheet: Page '9 of i -_ 1 f /�•v /4=C /6o TFE /S.o ? f 3 FV c - tPl PE 4/ F COW S16AVA 17✓_e. SCC , �'t,E � i -_ 1 f /�•v /4=C 3.7 vwE /S.o ? 3 FV c - tPl PE /�lZ &62v!" &&Vr_ LEN67-71s COW S16AVA 17✓_e. SCC , �'t,E � i -_ 1 f V moll C, FLUID STATICS AND DYNAMICS Appendix L: Equivalent Length of Straight Pipe for Various Fittings (feet) (turbulent flow only, for any fluid) c.i. = cast iron zzz 4 -C' iO /' /o 3-53 r-90M C /vii- tN612 . /2CfER&VCE MAA1&A(_ J 1. NDeb uRG, P&_frS51a.v _4c- lglei j c,d7?O" ; S/ x 7Y eO . fittings Pipe size a i 4 1 l a 1 2 2 2 z 3 4 S 6 8 10 12 14 16 18 20 24 steel 2.3 3.1 3.6 4.4 5.2 6.6 7.4 8.5 9.3 11.0 13.0 screwed c.i. 9.0 11.0 reg- ular flanged steel 0.92 1.2 1.6 2.1 2.4 3.1 3.6 4.4 5.9 7.3 8.9 12.0 14.0 17.0 18.0 21.0 23.0 25.0 30.0 90aell c.i. steel 3.6 4.8 1.5 2.0 2.2 2.3 2.7 3.2 3.4 3.6 3.6 4.0 4.6 7.2 9.8 12.0 15.0 17.0 19.0 22.0 24.0 28.0 screwed c.i. 3.3 3.7 long radius steel flanged 1.1 1.3 1.6 2.0 2.3 2.7 2.9 3.4 4.2 5.0 5.7 7.0 8.0 9.0 9.4 10.0 11.0 12.0 14.0 90 °ell c.'. steel 2.8 3.4 0.34 0.52 0.71 0.92 1.3 1.7 2.1 2.7 3.2 4` 5.5 4.7 5.7 6.8 7.8 8.6 9.6 11.0 11.0 13.0 screwed c.i. 3.3 4.5 reg- ular steel flanged 0.45 0.59 0.81 1.1 1.3 1.7 2.0 2.Q 3.5 4.5 5.6 7.7 9.0 11.0 13.0 15.0 16.0 18.0 22.0 Well c.i. steel 2.1 2.9 0.79 1.2 1.7 2.4 3.2 4.6 5.6 7.7 9.3 12.0 17.0 4.5 6.3 8.1 9.7 12.0 13.0 15.0 17.0 20.0 screwed c.1. 9.9 14.0 tee- line steel flanged 0.690-82 1.0 1.3 1.5 1.8 1.9 2.2 2.8 3.3 3.8 4.7 5.2 6.0 6.4 7.2 7.6 8.2 9.6 flow c.i. steel 1.9 2.2 2.4 3.5 4.2 5.3 6.6 8.7 9.9 12.0 13.0 17.0 21.0 3.1 3.9 4.6 5.2 5.9 6.5 7.2 7.7 8.8 screwed c.i. 14.0 17.0 tee- branch steel flanged 2.0 2.6 3.3 4.4 5.2 6.6 7.5 9.4 12.0 15.0 18.0 4.0 30.0 34.0 37.0 43.0 47.0 52.0 62.0 flow c.i. 7.7 10.0 15.0 20.0 25.0 30.0 35.0 39.0 44.0 49.0 57.0 steel 2.3 3.1 3.6 4.4 5.2 6.6 7.4 8.5 9.3 11.0 13.0 screwed c.i. 9.0 11.0 reg. steel flanged 0.92 1.2 1.6 2.1 2.4 3.1 3.6 4.4 5.9 7.3 8.9 12.0 14.0 17.0 18.0 21.0 23.0 25.0 30.0 180° c.i. long SteeF 3.6 4.8 1.1 1.3 1.6 2.0 2.3 2.7 2.9 3.4 4.2 7.2 9.8 12.0 15.0 5.0 5.7 7.0 17.0 19.0 22.0 24.0 28.0 return rad. 8.0 9.0 9.4 10.0 11.0 12.0 14.0 bend flanged c.i. 2.8 3.4 4.7 5.7 6.8 7.8 8.6 9.6 11.0 11.0 13.0 steel Y21.0 22.0 22.0 24.0 29.0 37.0 42.0 54.0 62.0 79.0 110.0 screwed c.i. 65.0 86.0 steel 38.0 40.0 45.0 54.0 59.0 70.0 77.0 94.0 120.0 150.0 190.0 260.0 310.0 390.0 globe flanged valve c.i. 77.0 99.0 150.0 210.0 270.0 330.0 steel 0.32 0.45 0.56 0.67 0.84 1.1 1.2 1.5 1.7 1.9 2.5 screwed c.i. 1.6 2.0 gate flanged steel 2.6 2.7 2.8 2.9 3.1 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 valve c.i. 2.3 2.4 2.6 2.7 2.8 2.9 2.9 3.0 3.0 3.0 3.0 steel 12.8 15.0 15.0 15.0 17.0 18.0 18.0 18.0 18.0 18.0 18.0 screwed c.i. 15.0 15.0 steel 15.0 15.0 17.0 18.0 18.0 21.0 22.0 28.0 38.0 50.0 63.0 90.0 120.0 140.0 160.0 190.0 angle Hanged 210.0 240.0 300.0 valve c.i. 23.0 31.0 52.0 74.0 98.0 120.0 150.0 170.0 200.0 230.0 280.0 steel 7.2 7.3 8.0 8.8 11.0 13.0 15-0/19.0 22.0 27.0 38.0 screwed c.. 22.0 31.0 swing steel 3.8 5.3 7.2 10.0 12.0 17.0 21.0 27.0 38.0 50.0 63.0 90.0 120.0 140.0 check flanged valve c.i. 22.0 31.0 52.0 74.0 98.0 120.0 coup steel 0.14 0.18 0.21 0.24 0.29 0.36 0.39 0.45 0.47 0.53 0.65 ling or screwed union c.i. 0.44 0.52 bell steel 0.04 0.07 0.10 0.13 0.18 0.26 0.31 0.43 0.52 0.67 0.95 1.3 1.6 2.3 2.9 3.5 mouth 4.0 4.7 5.3 6.1 7.6 inlet c.i. 0.55 0.77 1.3 1.9 2.4 3.0 3.6 4.3 5.0 5.7 7.0 square steel mouth 0.44 0.68 0.96 1.3 1.8 2.6 3.1 4.3 5.2 6.7 9.5 13.0 16.0 23.0 29.0 35.0 40.0 47.0 53.0 61.0 78.0 inlet c.i. 5.5 7.7 13.0 19.0 24.0 30.0 36.0 43.0 60.0 57.0 70.0 re- steel 0.88 1.4 1.9 2.6 3.6 5.1 6.2 8.510.013.0 19.0 25.0 32.0 45.0 58.0 70.0 80.0 1)5.0 110.0 120.() 150.0 entrant Pipe CA. 11.0 15.0 26.0 37_n 4o n Ain van zzz 4 -C' iO /' /o 3-53 r-90M C /vii- tN612 . /2CfER&VCE MAA1&A(_ J 1. NDeb uRG, P&_frS51a.v _4c- lglei j c,d7?O" ; S/ x 7Y eO . BEEHIVE MANAGEMENT GROUP, INC. EASTHAVEN VILLA ADDITION 311 CULLENS ROAD, NORTHWEST YELM, WASHINGTON 98597 DRAINAGE AND EROSION CONTROL FINAL REPORT JANUARY 22, 2002 PREPARED BY MARK J. LEINGANG, P.E. Firm MC SQUARED, INC. 1235 EAST 4TH AVENUE, SUITE 101 OLYMPIA, WASHINGTON 98506 -4211 (360) 754 -9339 -FAX (360) 352 -2044 BEEHIVE MANAGEMENT GROUP, INC. EASTHAVEN VILLA ADDITION 311 CULLENS ROAD, NORTHWEST YELM, WA 98597 DRAINAGE AND EROSION CONTROL FINAL REPORT JANUARY 22, 2003 Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT PROJECT INFORMATION Project: Easthaven Assisted Care Facility Addition Prepared: 1 -22 -03 Prepared For: Easthaven Villa, LLC 311 Cullens Road NW Yelm, WA 98597 503- 357 -3793 Contact: Marvin Pratt REVIEWING AGENCY Jurisdiction: City of Yelm Project Number: Project Contact: Jim Gibson PROJECT ENGINEER Prepared By: MC Squared, Inc. 1235 E. 4t' Avenue Suite 101 Olympia, WA 98506 PH. 360 - 754 -9339 FAX 360 - 352 -2044 Project Contact: Mark J. Leingang, PE Project Number: 22234 -C File Name/Number: m: projects /falter architecture /easthaven/documents PROJECT ENGINEER'S CERTIFICATION I hereby certify that this Drainage Report for the Easthaven Assisted Care Facility Addition in Yelm, WA has been prepared by me or under by supervision and meets the intent of the City of Yelm Development Guidelines unless noted otherwise, and normal standards of engineering practice. I understand that the City of Yelm does not and will not assume liability for the sufficiency, suitability, or performance of drainage facilities designed for this development. MC Squared, Inc. 3 Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT MC Squared, Inc. 2 Table of Contents Part I Drainage Report SECTION i - EXISTING CONDITIONS 3 SECTION 2 - PROJECT DESCRIPTION 3 SECTION 3 - INFILTRATION RATES /SOILS REPORT 6 SECTION 4 - WELLS & SEPTIC SYSTEMS 6 SECTION 5 - FUEL TANKS 6 SECTION 6 - SUB -BASIN DESCRIPTION 7 SECTION 7 - ANALYSIS OF 100 -YEAR FLOOD 7 SECTION 8 - AESTHETIC CONSIDERATIONS FOR STORMWATER FACILITIES 7 SECTION 9 - DOWNSTREAM CONSIDERATIONS 7 SECTION 10 - COVENANTS, DEDICATIONS, EASEMENTS 7 SECTION I 1 - PROPERTY OWNERS ASSOCIATION ARTICLES OF INCORPORATION 7 Part II Erosion Control Report SECTION 1 - CONSTRUCTION SEQUENCE AND PROCEDURE 8 SECTION 2 - TRAPPING SEDIMENT g SECTION 3 - PERMANENT EROSION CONTROL & SITE RESTORATION 9 SECTION 4 - GEOTECHNICAL ANALYSIS AND REPORT 9 SECTION 5 - INSPECTION SEQUENCE 9 SECTION 6 - CONTROL OF POLLUTANTS OTHER TRAN SEDIMENTS 9 Part III Maintenance Plan SECTION 1 - REQUIRED MAINTENANCE 12 SECTION 2 — RESPONSIBLE ORGANIZATION NA SECTION 3 — VEGETATION MANAGEMENT PLAN NA SECTION 4 - SOURCE CONTROL NA Appendices Appendix I Drainage Calculations Appendix II Soils Report/SCS Soils Map and Description Appendix III Vicinity Map Appendix IV Maintenance Information Appendix V Thurston County GeoData Query Results (Excerpt) Appendix VI Drainage and Erosion Control Plan MC Squared, Inc. 2 Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT The format of this report follows the outline provided in the Drainage Design and Erosion Control Manual (DDECM) for Thurston County. DOE Standards have been used for the design, however. SECTION 1 - EXISTING CONDITIONS The 0.61 -acre site is located within the City of Yelm, immediately southwest of the existing Easthaven Villa Site. The site is currently cleared, but in the past, was used for growing Christmas trees and has recently been surveyed for this addition. There is no significant off -site flow tributary to the site; a minor portion of the land to the west gently slopes to the site, and surface water can be assumed to sheet flow onto the property. The amount of surface water is limited however because the soils are very well drained gravels and sands. Soils on site are Spanaway gravelly sandy loam according to the Thurston County Soil Survey published by the Soils Conservation Service. The soils exploration done by Bradley Noble, Inc. has verified this. See the soils test pit logs and infiltration report in appendix II. There is an existing pond that serves as an infiltration facility for the existing assisted living facility. It is not adequately sized to handle the addition. The conveyance system to the pond will not handle the additional flows from the new addition. The project site is located in an aquifer sensitive area. The new system will need to provide treatment of the runoff prior to infiltration on site. This project will comply with the intent of the stormwater treatment requirements of the City of Yelm development guidelines. SECTION 2 - PROJECT DESCRIPTION Project Proponent: Easthaven Villa, LLC 311 Cullens Road NW Yelm, WA 98597 Marvin Pratt 503- 357 -3793 Total Project Area: ±0.61 Acres Site Address: 311 Cullens Road NW Yelm, WA 98597 Required Permits: Grading, utility, paving, building, plumbing, mechanical, electrical, etc. Sec/Township/Range: NE 1/4 Section 24, Township 17 North, Range 1 East, W.M., Thurston County, WA Zoning: Commercial The proponent proposes to add a 12,600 sf addition to an existing assisted care facility and parking for approximately 9 cars. Frontage improvements on Cullens Road are to be included for this project. MC Squared, Inc. Easthaven Assisted Care Facility Addition, Yelm, WA FINAL REPORT The owner proposes to use sheet flow and gravity to collect the stormwater. A series of catch basins and pipes will convey the stormwater to a oil water separator for treatment of the stormwater runoff before discharge to an underground infiltration gallery below the new access drive, on the western boundary of the developed project site. The site landscaping areas will incorporate smaller infiltration galleries to handle the clean runoff from the roof. The site soils are very permeable, and landscape beds will be graded to allow water to run away from the building. Low spots in the landscaping areas will be placed where small amounts of clean runoff will be allowed to seep into the soil. The frontage improvements for the project will be collected in a catch basin and treated with the runoff on site. Site development will be constructed in two phases. The first phase will include erosion control measures, site clearing, and demolition of asphalt, grading, storm drainage improvements, and underground utilities such as power, cable, water, sewer and telecommunications. The second phase will include construction of the building, paving, site concrete work, landscaping, pavement restoration, seal coating, and striping. Site development will increase the total impervious area. Currently, after clearing, most of the small trees, with trunk diameter less than 12 inches, which used to cover the site, have been removed. Development will include creation of approximately 0.22 acres of access road and parking, which is treatable impervious surface. There will be approximately 0. 17 acres of perimeter landscaping, and building area landscaping. The building will add approximately 0.29 acres of clean impervious surface. This will increase the site's impervious area to approximately 0.51 acres. There has been an addition of impervious surface to facilitate parking on the existing, adjacent site. There has also been removal of paved surface and conversion of asphalt fire lane into landscape area. This results in a net loss of impervious surface tributary to the existing system of 0.10 ac -0.05 ac = 0.07 acres. See work map in the appendix I for further information. Note in the table below that the areas considered exceed the 0.61 -acre area of the additional parcel for the addition. This excess is due to the additional area for the addition on the existing site, and is included in our calculation. It is conservatively calculated at approximately 0.07 acres. Development Coverage Summary Impervious Roof Area: Impervious Paved /Concrete Area: Landscaped or Pervious Area: Totals A. Stormwater Treatment Existing Proposed 0 ac ±0.29 ac 0 ac ±0.22ac 0.68 ac ±0.17 ac ±0.68 ac ±0.68 ac The effect of lack of relief, lack of area and tight setbacks combine to eliminate several treatment BMPs; the following systems have been considered for this site: Bioswale Option: The proposed site layout has been amended from the preliminary report. The proposed access road on the south end of the site has MC Squared, Inc. 4 Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT been narrowed from 22 feet to 12 feet. This allowed an area for a bioswale and infiltration gallery if topographic relief across the site makes it possible to grade the site to utilize a combination bioswale /filter strip, and the city would allow a modified bio -swale to be installed within the area required for landscaping buffers. Because there is not sufficient area for a 5' flat strip along the southern edge of the property, prior to the sloped sides of the bioswale, there is not a practical way to grade and install a bioswale. After consideration and review, this BMP was eliminated for the project. Wet Pond Option: This is not a feasible treatment measure for this site, because a suitable area is not available to accommodate the pond's 3 -foot permanent pool depth, 3:1 length to width ratio, 3:1 side slopes, and the depth required for site drainage. This BMP was not explored for the project. Oil/Water Separator Option: This product, distributed by Hanson Pipe & Products, Inc. (formerly Pacific International Pipe Enterprises, Inc.) is an appropriate treatment BMP for this project. It has been approved by the City and has been in use around Western Washington for many years. The City has not yet approved several new technology treatment devices, which effectively precludes their use. The timeframe of the project does not allow enough time to lobby for new technology approval. A single Oil /Water Separator unit could treat the 6 -month flow rate of 0.14 cfs, or 60.59 gpm. The required unit is the 5106 -S Clarifier, with a treatment capacity of 72.0 gpm. If used, there would be a requirement for an underground collection and conveyance system consisting of catch basins and pipes. The unit could be placed in -line with 8 -inch storm drains, just upstream of the infiltration gallery. After talking with the City of Yelm, it was decided that a bypass structure with a to divert flows above the treatment event directly to the infiltration gallery would be used upstream of the oil water separator. The cost of this option is greater than the bioswale option due to the treatment unit cost, the catch basins, the bypass structure, the curbs and pipes installation cost, and the on -going maintenance required for the system. Preferred Treatment Alternative: After considering the treatment options above, we have determined that the best option is the Oil Water Separator. B. Stormwater Storage: Due to the excessively drained soils, the infiltration galleries will be sized to serve as both detention and disposal. Both will occur on site. All stormwater runoff will be infiltrated on site. There will not be a stormwater release offsite. See the calculations in appendix I for infiltration gallery sizing. MC Squared, Inc. Easthaven Assisted Care Facility Addition, Yelm, WA FINAL REPORT C. Roof Runoff: Roof runoff from the proposed addition will be tight lined to infiltration galleries for infiltration. 50% of the roof runoff will be combined with asphalt treatable areas. The infiltration gallery has been upsized to accommodate this increased flow. The remaining 50% of the roof runoff will be routed to infiltrate in landscaped basins. The remaining roof leaders will not be combined with the proposed parking /asphalt treatable infiltration system, and will be infiltrated without a requirement for treatment. D. Landscape Area: In general, parking lot landscape area runoff will sheet flow to low areas in the plantings for infiltration in the site's well- drained, permeable soils. Some areas adjacent to the buildings will require yard drains to collect runoff for discharge to the infiltration trench system mentioned above for roof drains. SECTION 3 - INFILTRATION RATES /SOILS REPORT Bradley Noble, Inc. conducted a soils infiltration test to determine if the site was suitable for on site infiltration of stormwater runoff. It was found that the site soils are suitable for on site infiltration. An infiltration rate of greater than 12 inches per hour was determined to be feasible. Also, the Soil Conservation Service (SCS) soil survey of Thurston County classifies the onsite soils as "Spanaway Gravelly Sandy Loam, 0 to 3 percent slopes ". A typical soil profile is described by SCS as follows: "These deep, somewhat excessively drained soils are on terraces. It formed in glacial outwash and volcanic ash. For the soils infiltration report, soils logs, and the SCS soils description and map, see Appendix II. SECTION 4 - WELLS & SEPTIC SYSTEMS The owner is not aware of any abandoned or existing wells on -site. Water service for the proposed project will be provided by the City of Yelm. The existing building has a STEP system that serves its sanitary sewer needs. No abandoned or existing septic systems were identified on -site for the property utilized for the addition during MC Squared, Inc.'s site investigation. The addition's sanitary sewer needs will be handled by a STEP system. This system has been designed and sized at 3000 gallons. It will be placed below the pavement in the access drive between the addition and the southern edge of the property. Sewer service will be provided by the City of Yelm. There is a force main in Cullens Road. SECTION 5 - FUEL TANKS No fuel tanks were located during our site inspection. The owner is not aware of any existing tanks in the project area. MC Squared, Inc. 0 n J i Easthaven Assisted Care Facility Addition, Yelm, WA FINAL REPORT SECTION 6 - SUB -BASIN DESCRIPTION The site is situated within the City of Yelm commercial district. A minor amount of off -site runoff from the west is tributary to the site. However, given the permeable soil, any runoff from the west is assumed to be negligible. The other existing drainage conditions and systems are detailed in Section 1 — Existing Conditions and is shown on Sheet C- 2 of the project civil engineering drawings, (enclosed in Appendix VI). No hazardous materials are expected to be handled or transported within the site other than cleaning /maintenance products associated with janitorial operations. SECTION 7 - ANALYSIS OF 100 -YEAR FLOOD Preliminary research shows that the site is not in a 100 -year flood hazard area. SECTION 8 -AESTHETIC CONSIDERATIONS FOR STORMWATER FACILITIES All pervious areas will be vegetated and landscaped to provide an aesthetically pleasing • environment per the requirements of the City. The project will incorporate landscaping on the south side slope to meet City of Yelm landscape buffer requirements. This landscaping will not adversely affect the project. Given the soil drainage characteristics, general landscaping shrubs and native trees should perform well in this environment. Landscaping plans will prepared by a landscape architectural design firm licensed in the State of Washington to be retained by Beehive • Management Group, Inc. SECTION 9 -DOWNSTREAM CONSIDERATIONS All runoff from the site will be infiltrated on site. There are not any downstream impacts anticipated. SECTION 10 - COVENANTS, DEDICATIONS, EASEMENTS On -site storm lines, catch basins, and roof drains will require routine maintenance. A maintenance schedule is included in Part III of this report. The owner's maintenance crews will maintain parking lot storm piping systems and catch basins. The building owners will maintain building roof drain lines. SECTION 11 - PROPERTY OWNERS ASSOCIATION ARTICLES OF INCORPORATION In light of the commercial nature of this project, special covenants covering landscape, maintenance, signage, stormwater and site maintenance will not be applicable. The building owner will perform maintenance of storm drainage facilities. The building owners will perform maintenance of the roof drain lines and courtyard drains adjacent to the building. MC Squared, Inc. 7 • Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT SECTION 1 -CONSTRUCTION SEQUENCE AND PROCEDURE Development of the property will include site grading and erosion control measures designed to contain silt and soil within the project boundaries during construction until permanent erosion control is in place. Erosion/sedimentation control will be achieved by a combination of structural /vegetative cover measures and construction practices tailored to fit the site. Best Construction Management Practices (BMPs) will be employed to properly demolish, clear and grade the site and to schedule construction activities. Before any construction begins on -site, erosion control facilities shall first be installed. The contractor shall refer to the erosion control plans. The planned construction sequence is as follows: 1. Schedule preconstruction meeting with City. 2. Install temporary gravel construction entrance (as needed). 3. Install inlet protection for existing catch basins per Thurston County DDECM details 38 and 139 as shown on civil plans. 4. Install filter fabric fence (as needed). 5. Perform asphalt demolition, clearing, earthwork operations, and foundation excavation. 6. Install storm drainage improvements; install or relocate other utility lines. 7. Install inlet protection for all new on -site catch basins. 8. Hydroseed or cover all exposed areas subject to erosion, i.e., steep slopes, landscape islands, etc. 9. Designate an area for washing of equipment and concrete trucks to control wash down runoff and eliminate entry into storm drainage systems. 10. Complete building and site improvements. 11. Remove temporary erosion control facilities once site landscaping is stabilized. SECTION 2 -TRAPPING SEDIMENT The on -site soils belong to the Spanaway soil group and have slight erosion potential according to the SCS. If necessary, a stabilized construction entrance shall be installed at a single entry point to the site to prevent vehicles from tracking soil away from the disturbed areas. If sediment is tracked off -site, sediment shall, on a daily basis, be swept or shoveled from paved surfaces and not washed into the storm system. Unless the City inspector approves otherwise, the contractor shall not be allowed to leave disturbed areas greater than 5,000 sf, that are to be left unworked for more than 30 days uncovered during the rainy season from November 1 through March 31. Mulch, sodding or plastic covering will be used to prevent erosion in these areas. MC Squared, Inc. 8 Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT During construction, the contractor may also be required to install filter fabric fencing, as needed, and/or as directed by the engineer, or city inspector. SECTION 3 - PERMANENT EROSION CONTROL & SITE RESTORATION All disturbed areas will be paved, covered with a building or landscaped with ground cover, shrubbery or trees. SECTION 4 - GEOTECHNICAL ANALYSIS AND REPORT A geo- technical engineering study was not prepared to address site work issues. No on- site slopes exceed 15 %. However, an infiltration test was conducted for stormwater infiltration system design. Based on the SCS information and experience with this type of soil, standard construction practices using appropriate erosion control BMPs should preclude migration of silts and sediments offsite. SECTION 5 - INSPECTION SEQUENCE In addition to the normal City inspections, the Project Engineer shall inspect the facilities related to stormwater treatment, erosion control, storage and conveyance during construction. At a minimum, the following items shall be inspected at the time specified: 1. The erosion control facilities shall be inspected before the start of clearing and grading to ensure the following structures are in place: a. Construction Entrance (if installed) b. Filter Fabric Fences (if installed) C. Catch Basin Inlet Protection 2. The conveyance systems shall be inspected after construction of the facility, but before the project is completed to ensure the following are in working order: a. Parking Lot Surface Drainage b. Storm Lines, Catch Basins and Yard Drains 3. The permanent site restoration measures shall be inspected after landscaping is completed. A final inspection shall be performed to verify final grades, setting of control structures and all necessary information to complete Thurston County's Engineer's Construction Inspection Report Form and Commercial Agreement To Maintain Stormwater Facilities. These documents must be completed prior to final City construction approval. SECTION 6 - CONTROL OF POLLUTANTS OTHER THAN SEDIMENTS Washout from concrete trucks shall not be dumped into the storm drain, or onto soil or pavement, which carries stormwater runoff. It can be dumped into a designated area to be later backfilled or hardened and broken up for disposal into a dumpster. The Contractor will be required to designate a wash down area for equipment and concrete trucks. MC Squared, Inc. 9 Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT INSTRUCTIONS The following pages contain maintenance needs for most of the components that are part of the site drainage system. Advise the City of Yelm if there are any components that are missing from these pages. Ignore the requirements that do not apply to the system. Plan to complete a checklist for all system components on the following schedule: 1) Monthly from November through April. 2) Once in late summer (preferable September). 3) After any major storm (use 1" in 24 hours as a guideline). Using photocopies of these pages, check off the problems you looked for each time an inspection was performed. Add comments on problems found and actions taken. Keep these "checked" sheets in your files, as they will be used to write your annual report (due in May). Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. Call the City for technical assistance if needed. MC Squared, Inc. 10 Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT MAINTENANCE PROGRAM COVER SHEET Inspection- Period: Number of Sheets Attached: Date Inspected: Name of Inspector: Inspector's Signature: MC Squared, Inc. 11 Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT SECTION 1- REQUIRED MAINTENANCE The drainage facilities will require occasional maintenance. The following general requirements are the minimum requirements as set forth in the Drainage Design and Erosion Control Manual of Thurston County. The required maintenance for storm drainage facilities and frequency of maintenance are as follows: • Maintenance Checklists for Conveyance Systems (Pipes and Swales) • Maintenance Checklists for Catch Basins and Inlets • Maintenance Checklists for Infiltration Systems • Maintenance Checklists for Grounds MC Squared, Inc. 12 ATTACHMENT W (CONTINUED) Maintenance Checklist V Catch Basins and Inlets Frequency Fum �m V Problem Conditions Conditions To Condiions That For Should Exist M,S General Trash debris Trash or debts in front of the arch bun opening is No trash or debris located immediately in front of catch end safimerht in blocking capacity by more than 10%, basin opening. Gate is kept dean and allows water !o I. or on bat enter. M Sediment or debris (in the basin) that exceeds 113 die No sediment or debris in the catch basin. Catch basin .s depth from the bosom of basin to invert of the lowest pipe dug out and clean into or out of the basin. M'S Trash or debris in anq inlet or pipe blodung more than 1/3 inlet and outlet pipes free of trash or debris. at m Night M Strixtural Corner of frame extends more then 34 inch pas cub two Frame a even with curb. damage to frame into the street !g applicable), and/or tap slab M Top slab has holes larger than 2 square ihcthes or cracks Top slab is free of holes and cracks. wider than 1/4 inch (intent is to make sue aN material is running into the basin). M Frame not sitting flush on top slab, Le., separation of more Frame is sdtlrg flush on top slab. fun 314 inch of the frame from the top slab. A Cracks in basin Cracks wider than 12 inch and longer than 3 feet, any Basin replaced or repaired to design standards. Contact walls/bottom evidence of sod particles entering catch basin though a professional engineer for evaluation. cracks, or maintenance person edges that structure is unsound. A Cracks wider than 12 inch and longer than 1 foot at the No cracks more than 1/4 inch wide at the joint of joint of any inletloulet pipe or any evidence of sod inlet/outlet pipe. particles entering catch tasty trough cracks A Settlement/ Basin has settled more than 1 inch or has rotated more Basin replaced or repaired to design standards. Contact misalignment than 2 inches out of alignment a professional engineer for evaluation M'S Fire hazard or Presence of chemicals such as natural gas, oil, and No color, odor, or sledge. Basin is dug out and clean. other pollution gasoline. Obnoxious color, odor, or sludge noted. M'S Outlet pipe is Vegetation or roots growing in inlet/outlet pipe joints that is No vegetation or root growth present clogged with more than six inches tag and less than six inches apart vegetation I you are unsure whether a problem exists, please contact the Jurisdiction and ask for technical assistance. Comments: Key A = Annual (March or Apri preferred) M = Monthy (see schedule) S = After major storms i Page K - 17 ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Infiltration Systems �Y Met^ ProbMm ConoYtions to Chedt For CwdMm That Should ExW µS Genera Trash & debris See Mamtarwrce Cheddlot for Ponds See Maintenma Chedm for Ponds buildup in rd M Poisonous vwjWbon See Maintenance Chedtist for Porte See Maintarwta Checklist for Ponds. u'S Rre or Sw Mairunence Cheddis for Ponds. See "Menrtce Checklist for Ponds phazard pollutn M Vegetatlan not See Maintenance Checklig for Ponds See Maintenance Cheddim for Ponds. growing or is ovemrown M Rodent holes See Maintenance ChedW for Ponds. l See Maintenance Cheddist for Ponds. M insects See Mairten>•rnce Checklist for Pads See Maintenance Ch&ddist for Ponds. A Storage area Sediment buddp in A sod texture teat indcaws taclly is not waking at its Sediment is removed ar dlor facility is cleaned so system designed capabiitles or was ncor eallr designed. that in'iillration system works accordrg to design. A sediment If" area s nsuAed to reduce sediment Wtsport rto nfillrauon area. A Storage area drains stay (more than 18 A sod texture teat indicates face ly a not working at its designed apab� a was nconeak designed. Additional wkane is added through excavation to provide needed storage. Sod b aerated and sous) or overflows rototited to npma drainage. Contact dv City for information on ts retluvements regarding excavator M Sediment trapping Any sediment and debris fling area to 10% of depth Clean out sump to design depth. area from sump bottom to bonom of outlet pipe or obstructing flaw mto the connects One Time Sediment trapping Stornwater enters infiltration area directly without Add a trapping area by constructing a sump for area not present treatment. settling o solids. Segregate setting area from rest of facility. CorvW City for guidance. M Rods hens Sediment and debris BY visual inspection fihIs or no water flows through filter I Replace gravel n rods fitter. during heavy ram storms • n you are unsure whether a problem exists, please contact the Jurisdiction and ask for technical assistance. Comments Key A = Annual (March or April preferred) M = Monthly (see schedule) S = After mayor storms Page K - 19 ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Conveyance Systems (Pipes, Ditches, and Swales) nC Dmtrga� Sytttem Problem Conditions to Check Fw Conditions That Shoud Exw M•S Pipes Sediment & debris Acc mulatsd sedmat that stceede 20% of dr diameter Pipe cleaned d ail sedirtwnt and debris. of the M Ve"Won Vegetation that reduces free movemwv of water through All vegetation removed so water flows freely pp- through pipes. A Damaged (netted, Protective coat s damaged: riset aunq more than Poe repaired or replaced. bent, or crushed) 50% deterioration to only part d pmpa M Any dent that sign" itnpedes flow (lie., decreases Poe repaired or replaced. the cross section area of pipe by mom than 20 %). M Poe has major cracks of tears allowing groundwater Poe repaired or replaced. M,S Open d fiches Trash b debris Dumping of yard wastes such as grass clippings and Remove trash and debris and dispose as branches into basin. Unsightly acckmdanon of nor, prescribed by City Waste Management Section. degradable materials such as glass, plastic, metal, foam, and coated M Sediment M4 Accumulated sediment that exceeds 2D% of the design Ditch cleaned of all sediment and debris so that I depth. matches design. A Vegetation Vegetation (e.g., weedy shrubs or saplings) that reduces Water flows freely through ditches. Grassy free movements of water through ditches, vegetation should be left alone. M Erosion damage to See Ponds Checklist See Ponds Checklist. slopes A Rock lining out of Maintenance person can see native soil beneath the rock Replace rocks to design standard. place or missing (d lining. applicable) Varies Catch basins See Catch Basins Checkfst. See Catch Basins Ch 9ckJist M,S Swales Trash d debris See above for Ditches. See above for Ditches. M Sediment buildup See above for Ditches. Vegetation may need to be replanted after cleaning. M Vegetation not Grass cover s sparse and woody or areas are Aerate soils and reseed and mulch bare areas. growing or overgrown overgrown with woody vegetation. Maintain grass height at a minimum of 6 inches for best stormwater treatment. Remove woody growth, recontour, and reseed as necessary. M'S Erosion damage to See Ponds Checklist. See Ponds Cheddst. slopes M Conversion by Swale has been filled in or blocked by shed, woodpile, A possible, speak with homeowner and request homeowner to shrubbery, etc. that swale area be restored Contact City to report incompatible use problem if not rectified voluntarily. A Swale does not drain Water stands in swale or flow velocity is very slow. A survey may be needed to check grades. Stagnation occurs. Grades need to be in 1.5% range / possible. If grade is less than 1 %, underdrains may need to be installed. M you are unsure whether a problem exists, please contact the Jurisdiction and ask for technical assistance. Comments: Key A = Annual (March orApril preferred) M = Monthly (see schodule) S = After major storms Page K - 23 ATTACHMENT W (CONTINUED) aintenance Checklist for Grounds (Landscaping) F ncY Or �9 n 1' 4 Prow, Conditions to Chodr For Condtbna That ShouYi Exit M GsnwW mono Weeft gownq in mom then 20% of the landscaped aree end shnbs o ►. Weeb preen in leas than 5% at the landscaped sea No sorter vegetation a insect need prmaant m arses See Ponds ChKidst Causes of *Mean am dordW and aeapm taken to M Sdety hazard Any presence of pown ivy or other powncts v tatlon or urea mats, M,S Trash or Ilia See Ponca Cheddlet, M'S Erosion d Groud Noticeable rile am seen in landscaped amen. boded sines Am filed, camowaed, and seeded A Tines and shnibe Damage limbs or puts of trees or shnbs aw am split or broken Trim triwaV rite m msiom shape. Replace which aHea mom than 25% of the total lokge at ft no or shnb. treeslshnbe wish swam damage. M Trees or shrubs Chet have been blown down or Vwdced ReP Into tree, tnepeaing for injury to stern or rodm ore lace it severely damaged A Trees or shrubs which am not adequudy upported or am leaning ova, mmrg expoern Pl ce n1ba-costed time amwnd youg of the roofs. xppart u are untsum whether a problem exW please contact the Jurisdiction and ask br technical assurance ments. A = Annual (Mardi or April preferred) M = Monthly (see schedrpej S = After major storms Page K -24 C C APPENDIX 1 DRAINAGE CALCULATIONS Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT DRAINAGE CALCULATIONS - HISTORY SUMMARY - BASIN SUMMARY - INFILTRATION GALLERY SIZING METHODS - HYDROGRAPH ROUTING SUMMARY - OIL WATER SEPARATOR AND BYPASS STRUCTURE CALCULATIONS - GALLERY SIZING CALCULATIONS MC Squared, Inc. 13 EASTHVN.his HISTORY FILE FOR CALCULATIONS OF EASTHAVEN ADDITION METHODOLOGY: RUN INDIVIDUAL BASINS WITH THE 6 MONTH STORM FOR TREATMENT EVALUATION AND RUN BASINS WITH THE 100 YR. STORM FOR SIZING INFILTRATION GALLERIES AND SWALES. MINOR LANDSCAPING AREAS WILL BE INFILTRATED IN LANDSCAPING DEPRESSIONS AND WILL NOT BE ROUTED TO A DRYWELL OR INFILTRATION GALLERY. TO CALCULATE THE OUTFLOW OF WATER DUE TO INFILTRATION, ONLY USE THE BOTTOM SURFACE AREA OF THE GALLERY. THIS IS CONSERVATIVE AND SIMPLIFIES CALCULATIONS IN THIS TYPE OF SOIL. SEE ATTACHED SPREADSHEET FOR SUMMARY OF OUTFLOW ESTIMATION. TO ARRIVE AT THE STORAGE CAPACITY NEEDED FOR THE INFILTRATION GALLERY, DIVERT THE ESTIMATED INFILTRATION OUTFLOW FROM THE 100 YR. HYDROGRAPH FOR THE AREAS TRIBUTARY TO THE INFILTRATION GALLERY. THE RESULT IS THE MAXIMUM VOLUME THAT IS TO BE STORED IN THE INFILTRATION GALLERY. USE 35% OF THE VOLUME OF THE GALLERY AS AVAILABLE FOR STORAGE. IE VOID RATIO IS 35% FOR THE INFILTRATION WASHED ROCK. SEE ATTACHED HAND CALCULATIONS AND WORK MAP FOR BASIN DESCRIPTION AND AREAS. CALC BY M LEINGANG Date of Session: 9/30/02 4:11:22 pm Date of Session: 9/30/02 4:11:28 pm BASIN A1100YR "Al ROOF 100 YR" 0.290 6.15 10.00 0.00 TYPE1A 5.00 0.20 0.000 0.000 0.00 0.290 99.00 SBUH 24.00 484.00 LSTEND BASIN A16MO "Al ROOF 6 MO" 0.290 1.79 10.00 0.00 TYPE1A 5.00 0.20 0.000 0.000 0.00 0.290 99.00 SBUH 24.00 484.00 LSTEND BASIN A2100YR "A2 100 YR" 0.070 6.15 10.00 5.00 TYPEIA 0.00 0.20 0.000 0.070 68.00 0.000 0.00 SBUH 24.00 484.00 LSTEND BASIN A26MO "A2 6 MONTH" 0.070 1.79 10.00 5.00 TYPE1A 0.00 0.20 0.000 0.070 68.00 0.000 0.00 SBUH 24.00 484.00 LSTEND BASIN A36MO "A3 6 MONTH" 0.050 1.79 10.00 5.00 TYPE1A 0.00 0.20 0.000 0.050 68.00 0.000 0.00 SBUH 24.00 484.00 LSTEND BASIN A56MO "A5 6 MONTH" 0.060 1.79 10.00 5.00 TYPE1A 0.00 0.20 0.000 0.060 68.00 0.000 0.00 SBUH 24.00 484.00 LSTEND BASIN A46MO "A4 6 MONTH" 0.050 1.79 10.00 0.00 TYPEIA 5.00 0.20 0.000 0.000 0.00 0.050 98.00 SBUH 24.00 484.00 LSTEND BASIN A66MO "A6 6 MONTH" 0.260 1.79 10.00 0.00 TYPE1A 5.00 0.20 0.000 0.000 0.00 0.260 98.00 SBUH 24.00 484.00 Page 1 EASTHVN.his LSTEND BASIN A6100YR "A6 100 YR" 0.260 6.15 10.00 0.00 TYPEIA 5.00 0.20 0.000 0.000 0.00 0.260 98.00 SBUH 24.00 484.00 LSTEND BASIN A5100YR "A5 100YR" 0.060 6.15 10.00 5.00 TYPE1A 0.00 0.20 0.000 0.060 68.00 0.000 0.00 SBUH 24.00 484.00 LSTEND BASIN A4100YR "A4 100 YR" 0.050 6.15 10.00 0.00 TYPE1A 5.00 0.20 0.000 0.000 0.00 0.050 98.00 SBUH 24.00 484.00 LSTEND BASIN A3100YR "A3 100 YR" 0.050 6.15 10.00 5.00 TYPE1A 0.00 0.20 0.000 0.050 68.00 0.000 0.00 SBUH 24.00 484.00 LSTEND MOVE A1100YR to 1 0.3771 cfs 0.1457 ac -ft 8.00 hrs MOVE A2100YR to 2 0.0395 cfs 0.0160 ac -ft 8.00 hrs MOVE A3100YR to 3 0.0282 cfs 0.0114 ac -ft 8.00 hrs MOVE A4100YR to 4 0.0647 cfs 0.0246 ac -ft 8.00 hrs MOVE A5100YR to 5 0.0339 cfs 0.0137 ac -ft 8.00 hrs MOVE A16MO to 11 0.1082 cfs 0.0405 ac -ft 8.00 hrs MOVE A26MO to 12 0.0010 cfs 0.0008 ac -ft 18.67 hrs MOVE A36MO to 13 0.0007 cfs 0.0005 ac -ft 18.67 hrs MOVE A46MO to 14 0.0179 cfs 0.0065 ac -ft 8.00 hrs MOVE A56MO to 15 0.0008 cfs 0.0006 ac -ft 18.67 hrs MOVE A6100YR to 6 0.3366 cfs 0.1281 ac -ft 8.00 hrs MOVE A66MO to 16 0.0933 cfs 0.0339 ac -ft 8.00 hrs DIVERT 25.00 1 7 PERCENT 0.0943 cfs 0.0364 ac -ft 8.00 hrs 0.2828 cfs 0.1093 ac -ft 8.00 hrs Page 2 EASTHVN.his DIVERT 50.00 1 8 PERCENT 0.1414 cfs 0.0547 ac -ft 8.00 hrs 0.1414 cfs 0.0547 ac -ft 8.00 hrs MOVE A1100YR to 1 2:27:51 pm 0.3771 cfs 0.1457 ac -ft 8.00 hrs ADD 7 2 17 2:31:6 pm 0.1338 cfs 0.0524 ac -ft 8.00 hrs ADD 7 3 18 0.1225 cfs 0.0478 ac -ft 8.00 hrs ADD 8 6 19 0.4780 cfs 0.1827 ac -ft 8.00 hrs DIVERT 0.03 5 20 FLOW 0.0250 cfs 0.0135 ac -ft 7.83 hrs 0.0089 cfs 0.0002 ac -ft 8.00 hrs DIVERT 0.06 17 20 FLOW 0.0560 cfs 0.0486 ac -ft 7.33 hrs 0.0778 cfs 0.0038 ac -ft 8.00 hrs DIVERT 0.06 18 20 FLOW 0.0560 cfs 0.0448 ac -ft 7.33 hrs 0.0665 cfs 0.0030 ac -ft 8.00 hrs DIVERT 0.29 19 20 FLOW 0.2920 cfs 0.1758 ac -ft 7.67 hrs 0.1860 cfs 0.0069 ac -ft 8.00 hrs Date of Session: 9/30/02 6:58:33 pm Date of Session: 10/16/02 8:48:30 am Date of Session: 11/26/02 2:27:51 pm Date of Session: 11/26/02 2:31:6 pm THIS SECTION OF CALCULATIONS UPDATES THE CONFIGURATION OF THE SYSTEM FROM THE PRELIMINARY CALCULATIONS ABOVE. AREAS REVISED WITH LESS IMPERVIOUS OF ROADWAY, ETC. SAME METHODOLOGY. THE BA ROM THE PREVIOUS CALCULATION WAS REMOVED BECAUSE THE PARKING CALC ON THE EXISTING SITE WAS REMOVED. BASINS RENUMBERED PER WORK MAP. BASIN A2100YR "A2 100 YR" 0.050 6.15 10.00 5.00 TYPE1A 0.00 0.20 0.000 0.050 68.00 0.000 0.00 SBUH 24.00 484.00 LSTEND BASIN A26MO "A2 6 MONTH" 0.050 1.79 10.00 5.00 TYPE1A 0.00 0.20 0.000 0.050 68.00 0.000 0.00 SBUH 24.00 484.00 LSTEND BASIN A4100YR "A4 100 YR" 0.070 6.15 10.00 0.00 TYPEIA 5.00 0.20 0.000 0.000 0.00 0.070 98.00 SBUH 24.00 484.00 LSTEND Page 3 EASTHVN.his BASIN A46MO "A4 6 MONTH" 0.070 1.79 10.00 0.00 TYPE1A 5.00 0.20 0.000 0.000 0.00 0.070 98.00 SBUH 24.00 484.00 LSTEND BASIN A5100YR "A5 100 YR" 0.220 6.15 10.00 0.00 TYPEIA 5.00 0.20 0.000 0.000 0.00 0.220 98.00 SBUH 24.00 484.00 LSTEND BASIN A56MO "A5 6 MO" 0.220 6.15 10.00 0.00 TYPEIA 5.00 0.20 0.000 0.000 0.00 0.220 98.00 SBUH 24.00 484.00 LSTEND ZERO 1 20 MOVE A1100YR to 1 0.3771 cfs 0.1457 ac -ft 8.00 hrs MOVE A2100YR to 2 0.0282 cfs 0.0114 ac -ft 8.00 hrs MOVE A3100YR to 3 0.0282 cfs 0.0114 ac -ft 8.00 hrs MOVE A4100YR to 4 0.0906 cfs 0.0345 ac -ft 8.00 hrs MOVE A5100YR to 5 0.2848 cfs 0.1084 ac -ft 8.00 hrs MOVE A16MO to 11 0.1082 cfs 0.0405 ac -ft 8.00 hrs MOVE A26MO to 12 0.0007 cfs 0.0005 ac -ft 18.67 hrs MOVE A36MO to 13 0.0007 cfs 0.0005 ac -ft 18.67 hrs MOVE A46MO to 14 0.0251 cfs 0.0091 ac -ft 8.00 hrs MOVE A56MO to 15 0.0790 cfs 0.0287 ac -ft 8.00 hrs DIVERT 25.00 1 7 PERCENT (DIVERTS 25% OF ROOF TO INFILTRATE) 0.0943 cfs 0.0364 ac -ft 8.00 hrs 0.2828 cfs 0.1093 ac -ft 8.00 hrs DIVERT 50.00 1 8 PERCENT (DIVERTS 50% OF ROOF TO INFILTRATE) 0.1414 cfs 0.0547 ac -ft 8.00 hrs 0.1414 cfs 0.0547 ac -ft 8.00 hrs MOVE A1100YR to 1 0.3771 cfs 0.1457 ac -ft 8.00 hrs ADD 7 2 17 0.1225 cfs 0.0478 ac -ft 8.00 hrs (ADD 25% TO ROOF LEADER INF. GALLERY) Page 4 EASTHVN.his ADD 7 3 18 0.1225 cfs 0.0478 ac -ft 8.00 hrs (ADD 25% TO ROOF LEADER INF. GALLERY) ADD 8 5 19 (ADD 50% ROOF TO INF GALLERY ON SOUTH SIDE) 0.4262 cfs 0.1630 ac -ft 8.00 hrs DIVERT 0.03 4 20 FLOW 0.0250 cfs 0.0297 ac -ft 5.33 hrs 0.0656 cfs 0.0048 ac -ft 8.00 hrs DIVERT 0.06 17 20 FLOW 0.0560 cfs 0.0448 ac -ft 7.33 hrs 0.0665 cfs 0.0030 ac -ft 8.00 hrs DIVERT 0.06 18 20 FLOW 0.0560 cfs 0.0448 ac -ft 7.33 hrs 0.0665 cfs 0.0030 ac -ft 8.00 hrs DIVERT 0.29 19 20 FLOW 0.2920 cfs 0.1586 ac -ft 7.67 hrs 0.1342 cfs 0.0044 ac -ft 8.00 hrs Page 5 11/26/02 2:52:9 pm MC Squared Inc page 1 EASTHAVEN ADDITION STORMWATER REPORT --------------------- ------------- BASIN RESULT SUMMARY BASIN - - - -- VOLUME - - -- -RATE- - - -- TIME - - - -- Hydrograph Area ID - - -cf -- Ac -ft - -cfs- -min- hours Methodology Acres A1100YR 6348 0.15 0.38 480 8.00 SBUH Method 0.29 A16MO 1762 0.04 0.11 480 8.00 SBUH Method 0.29 A2100YR 497 0.01 0.03 480 8.00 SBUH Method 0.05 A26MO 24 0.00 0.00 1120 18.67 SBUH Method 0.05 A3100YR 497 0.01 0.03 480 8.00 SBUH Method 0.05 A36MO 24 0.00 0.00 1120 18.67 SBUH Method 0.05 A4100YR 1502 0.03 0.09 480 8.00 SBUH Method 0.07 A46MO 398 0.01 0.03 480 8.00 SBUH Method 0.07 A5100YR 4721 0.11 0.28 480 8.00 SBUH Method 0.22 A56MO 1251 0.03 0.08 480 8.00 SBUH Method 0.22 11/26/02 2:52:15 pm MC Squared Inc page 1 EASTHAVEN ADDITION STORMWATER REPORT ----------------- ------------ BASIN SUMMARY BASIN ID: A1100YR NAME: Al ROOF 100 YR SBUH METHODOLOGY TOTAL AREA.......: 0.29 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 6.15 inches AREA..: 0.00 Acres 0.29 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 99.00 TC....: 0.00 min 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.38 cfs VOL: 0.15 Ac -ft TIME: 480 min BASIN ID: A16MO NAME: Al ROOF 6 MO SBUH METHODOLOGY TOTAL AREA.......: 0.29 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 1.79 inches AREA..: 0.00 Acres 0.29 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 99.00 TC....: 0.00 min 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.11 cfs VOL: 0.04 Ac -ft TIME: 480 min BASIN ID: A2100YR NAME: A2 100 YR SBUH METHODOLOGY TOTAL AREA.......: 0.05 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 6.15 inches AREA..: 0.05 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 68.00 0.00 TC..... 5.00 min 0.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.03 cfs VOL: 0.01 Ac -ft TIME: 480 min BASIN ID: A26MO NAME: A2 6 MONTH SBUH METHODOLOGY TOTAL AREA.......: 0.05 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 1.79 inches AREA..: 0.05 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 68.00 0.00 TC....: 5.00 min 0.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.00 cfs VOL: 0.00 Ac -ft TIME: 1120 min 11/26/02 2:52:15 pm MC Squared Inc page 2 EASTHAVEN ADDITION STORMWATER REPORT ---------------------- - - - --- BASIN SUMMARY BASIN ID: A3100YR NAME: A3 100 YR SBUH METHODOLOGY TOTAL AREA.......: 0.05 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 6.15 inches AREA..: 0.05 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 68.00 0.00 TC..... 5.00 min 0.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.03 cfs VOL: 0.01 Ac -ft TIME: 480 min BASIN ID: A36MO NAME: A3 6 MONTH SBUH METHODOLOGY TOTAL AREA.......: 0.05 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 1.79 inches AREA..: 0.05 Acres 0.00 Acres TIME INTERVAL....: 10.00 min CN....: 68.00 0.00 TC....: 5.00 min 0.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.00 cfs VOL: 0.00 Ac -ft TIME: 1120 min BASIN ID: A4100YR NAME: A4 100 YR SBUH METHODOLOGY TOTAL AREA.......: 0.07 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 6.15 inches AREA..: 0.00 Acres 0.07 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 98.00 TC....: 0.00 min 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.09 cfs VOL: 0.03 Ac -ft TIME: 480 min BASIN ID: A46MO NAME: A4 6 MONTH SBUH METHODOLOGY TOTAL AREA.......: 0.07 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 1.79 inches AREA... 0.00 Acres 0.07 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 98.00 TC....: 0.00 min 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.03 cfs VOL: 0.01 Ac -ft TIME: 480 min 11/26/02 2:52:15 pm MC Squared Inc page 3 EASTHAVEN ADDITION STORMWATER REPORT BASIN -------------------- SUMMARY --------------- BASIN ID: A5100YR NAME: A5 100 YR SBUH METHODOLOGY TOTAL AREA.......: 0.22 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 6.15 inches AREA..: 0.00 Acres 0.22 Acres TIME INTERVAL....: 10.00 min CN....: 0.00 98.00 ABSTRACTION COEFF: 0.20 TC....: 0.00 min 5.00 min PEAK RATE: 0.28 cfs VOL: 0.11 Ac -ft TIME: 480 min BASIN ID: A56MO NAME: A5 6 MO SBUH METHODOLOGY TOTAL AREA.......: 0.22 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 1.79 inches AREA..: 0.00 Acres 0.22 Acres TIME INTERVAL....: 10.00 min CN .... : 0.00 98.00 TC .... : 0.00 min 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.08 cfs VOL: 0.03 Ac -ft TIME: 480 min MC SQUARED, INC. Job: n1A✓ EAJ V L OLYMPIA, WASHINGTON 98506 (360) 7549339 Date: 3 gY. FAX (360) 352 -2044 Sheet: �S C,6 4-G Page / of BC/P4 S& �vc� -U,P CdG,CUGa -�j0�1 _ e ,41-1 /�C/ T� OF all- lli a)�'� /2 �'!,?, V�2 eee'CF0 7 W?CA/ A/Cr'1 A&V I D f { Z,A EGM. Gi CMG /TFIZ Aiz'�L �1 �►�/ M �_ZE TIZ 5d T f1Eiv7-. 67, ?2 QTR ScT /F- of 0R 0rir—E oa,-IZCr e /)95� �c 73i2o/�D G/ZCST �L�GT • . ,�3�paS4 v 2 74Z o. 3Z ftz' e� Cc1 0. GZ b� _ MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 / (360) 7549339 Date:_ C73 Bv: �t.l FAX (360) 352 -2044 Sheet:_ 7P1� SS C'!� L� CG'--(7_ Page -2- z of /5'/P/I Ss 57-IP-6-Cr4leC "4--,-U6APOI / , c 0�17. C { ff - L — Gr / /ul (4 SST• tl -- �• / � ". 3�L J-47--o 3 05VLF� 7- S�A�?r� L 451-0 T/ ON-. . 0.3 'yZ — Sv %ZoOoe-- o, -517 ce-S 0, (o% -t- 0,- / ood Z� 32 G ..Lp, Gd3�'" �' �, �l3� � r- o • -���(f o -0031 % H-1 y= S4- 0.0Z -� U. 7,�2- 2,&r ,L! i .S (,03r 4 0,40/3 4- b.00U ZiS a 0031 Z. 2. &G2 V. w e (47167) o• 3 60 MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360) 754 -9339 Date: $Y: FAX (360) 352 -2044 Sheet: Page of �N i i i� a z 7 F 3 i r t ¢ f �N O O O (h x J u 3 0 O 0 F NO O w w ° w w J vi w(0 � 1�Y w = _ = < b i U U U Z w w w LL uj Z �w ~ F- O C7 LL LL LL F- LL Z Z Z N N Q 0 000 0 (n v) o w000w w o J O6K Kw � 'L 4 °aaa> Ci w a a a a a w ct Z U U U a U< U)U)w ~ U) w °° 0 J o Z w -j Z Z Z m w U) O� 3 w w w o `� O w w w w w w w �1 mZZZF -cn F. _ 0 w O O O N O iD m 3 O O O O O O O N O O O O O O O O d A w U O 00 O O O 00 O O w 0 0 o c-i LO o 3 m LC) 0 ti1J LL 0 0 0 0 0 O O O J 0 0 0 0 0 0 0 Lo co 7 V O r � N a- LL d U C7 00 M Cl) O 00 I� aD 7 CA w (M O O Cl N O O O O O O O O O O O t0 O w a o 0 LL U) 0 0 0 0 0 0 0 O O O O O = O O O OJ p O O M V V i n >~> O co 000 Z > N M > (D r V > N N r d r N w g m Z D U O U U w rt O a J < LL a w Q J a a a m _ w (t + + w a a a a a a ry a a F- a Lo N h Q M e a J 3 Q 0 h �1 0 J Z y� 'i L 0 M_ U 11/26/02 4:8:40 pm MC Squared Inc page 1 EASTHAVEN ADDITION STORMWATER REPORT ------------------------ HYDROGRAPH SUMMARY /`-' C7-€ S: ,4 vel PoN 0- i,v f C7 Ad i7ary �{�R iiv��tTR�T1oN fwiD. to �� A3�2S/ AI l4F fit: I N 416, Tik-�CN Af �,/ ,a/ �,- nA,�,,..� 0 'F 57" 11VIr1llAA770N n % -ol QN TAi ,4.S 7>105(27Z70 H vl) f ' 17 1 / 0, % 9 .# PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf \AcFt Acres 1 0.377 480 6348 cf 0.29 2 0.028 480 497 cf 0.05 3 0.028 480 497 cf 0.05 4 0.066 480 0.00 5 0.285 480 Z721 cf 0.22 7 0.094 480 1587 cf 0.29 8 0.141 480 2381 cf 0.00 11 0.108 480 1762 cf 0.29 12 0.001 1120 24 cf 0.05 13 0.001 1120 24 cf 0.05 14 0.025 480 398 cf 0.07 15 0.079 480 1251 cf 0.22 17 0.066 480 131 cf 0.00 18 0.066 480 131 cf 0.00 19 0.134 480 0.00 20 0.292 460 908 cf 0.22 /`-' C7-€ S: ,4 vel PoN 0- i,v f C7 Ad i7ary �{�R iiv��tTR�T1oN fwiD. to �� A3�2S/ AI l4F fit: I N 416, Tik-�CN Af �,/ ,a/ �,- nA,�,,..� 0 'F 57" 11VIr1llAA770N n % -ol QN TAi ,4.S 7>105(27Z70 H vl) f ' 17 1 / 0, % 9 .# MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 7549339 FAX (360) 352 -2044 Job:_ Date:_ Sheet: By: Page of mi 6££6-9SL (090 u� a vuoauonut dm `w l:i A 90586 VM `VIJHA'IO MUMS Jw M ?�� I ddl� Iol nuts NOLLIQQd •AAV H.LV ISVA S£ZI -- _ y o mmom alvml'� ols V 1 liL1 1�L.7L1�il.LS�.7 `LVUNn a o N = �bew 'PO. $'LI.IZSiOI lIAL7.NOLLV4NflOd. IVZI1L7fl2ILS g 3 k R i RLLLL f)NIMVxa w/-�/NwNNw�y/w�y/ Cl) L.1... l�l� I..l- LL LLJ N <<<< Q 5zm Lo Lo r- N 0 0 0 N Q 00 0 0 CN � I I II II it Y wwwcnQ El- a- IL w� QQQ U U U U II cn cn cn U cn J J J Q QO���3� O LL] w w w U) Z Z Z Z r-) IIIIIQ Nr) -4-l.r)0 Q Q Q Q Q ry WW fn �_ cv yaj wJ��w �OWUN¢ o � >JWNOYrO Vsp�V%% pjN o N�fAWNU2 up • • • 0 1 0 W f m O a� W S 3 __. - ,- W b . - - -_gyp --. riff k9 +IV +,+ O C„1 ..+ *J O_('— - - U' \ + +'. 1 z _. _.__ -' -_ =-n -_ •" L3,OIAIDM LR! Sli3T111:1 y7 - -- -- I_J_� --- ----------- - -- _ Z - �:i.�.e33Y13 - - Q6D�I_SN�IIfl �^ = --- ---- -- - - - - - -- - - - -- n -- T _ - x U - --.__. �.. ('-------------- o i I �a I W `III L - ------ Z - -- - -- Lin '�✓ I� .y i � I�14 I li I i n y ti a V) 11 I i N I I I I! CN CO LO r W f• N � I I � I a II f I I 1 I'Il II . >h I I 1 I 1 •�' i7 FH asf1' ' 1 -_ i - - - / w� -------- V I a I I I ' _--------ei;------------------- „ i I 1 1 up • • • 0 1 0 W f m O a� W APPENDIX 11 BRADLEY -NOBLE SOILSANFILTRATION REPORT Bradley -Noble Geotechnical Services A Division of The Bradley Group, Inc. PO Box 12267, Olympia WA 98508 -2267 Phone 360 - 357 -7883 • FAX 360 867 -9307 27 August 2002 Mr. Mark Leingang, P.E. MC Squared Incorporated 1235 East Fourth Avenue Olympia, Washington 98506 Subject: Infiltration of soils at the Easthaven Assisted Living Facility addition, 311 Cullens Road, Yelm, Washington. Dear Mr. Leingang: As requested, we have visited the above site to examine soils exposed in a test pit excavated in the proposed infiltration area. This letter will present our field observations and opinion on the ability of the site soils to infiltrate storm water from the addition. The project site is located on the Vashon recessional outwash plain. In this area, we find a thin, poorly developed topsoil unit, identified in the Soil Conservation Service as Spanaway gravelly sandy loam, soil type 110 in the Soil Survey of Thurston County Washington. At the location of the test pit, the thickness of this topsoil unit is two feet. Underlying the topsoil unit, we find deposits of the Vashon recessional outwash. These soils were fluvially deposited and are interbedded sandy gravels with cobbles and sandy gravels. We noted that the upper 1.5 feet of this soil unit does contain fines, but clean sandy gravels with cobbles and gravelly sands with few fines are found below this upper layer. Using the test method in the Thurston County Drainage Manual for infiltration testing, we found the soils below the topsoil unit to be free draining. A stabilized rate could not be determined due to the free draining properties of these soils. In the SCS description of the 110 - Spanaway gravelly sandy loam, the permeability is moderately rapid in the subsoil of the Spanaway soil and very rapid in the substratum of 02081201 Page 1 of 2 I• K. 10 02081201 Page 2 of 2 the recessional outwash. This description is consistent with our field observations and is typical of the Vashon outwash in this area. Actual infiltration rates are controlled by grain size distribution and degree of consolidation. This controls the permeability and porosity of the soils used for infiltration of storm water. The volume of cobble size material will reduce porosity. At this site, we estimate the stabilized infiltration rate of the soils to be greater than 12 inches per hour. If you have any questions, or if we may be of additional service to you on this project, please contact us at our Olympia office. Cordially, 1' BRADLEY -NOBLE GEOTECHNICAL SERVICES C1 Wash; 90 David C. Strong, L.E.G. .cP 29 e d G_ee I DAVID C. STRONG I db Bradley-Noble Geotec�inical, Inc. o a c F1 rA 0 0 A T E ra Y PAGE / OF _/ MEN 0 MEE owl 09 ENE MEN ON vp In 001 0 AiS WIV NINE W . . . . . . . . . . No ;,on County. Washington led areas make up about 10 percent of the total This map unit is in capability subclass Illw. ge. rmeability is moderately rapid in the Spana soil. 10 water capacity is moderate. Effective rooting is 20 to 40 inches. A seasonal high water table is ecth of about 12 to 36 inches from November to Runoff is slow, and the hazard of water erosion is st areas are used as hayland and pasture. This sited to hay and pasture. The main limitations e seasonal high water table and the moderate ble water capacity. Proper stocking rates, pasture )n, and restricted grazing during wet periods help !p the pasture in good condition and protect the Dm erosion. Rotation grazing helps to maintain the i of forage. Periodic mowing helps to maintain -n rowth, discourages selective grazing, and Is weeds. In most years irrigation is needed for ium production. Sprinkler irrigation is the best d of applying water. The amount of water applied J be sufficient to wet the root zone but small h to minimize the leaching of plant nutrients. �w areas are used as woodland. On the basis of a ?aisite curve, the estimated site index for as -fir is 144. On the basis of a 50 -year site curve, 0. The estimated growth rate of an unmanaged, aged stand of Douglas -fir is 150 cubic feet per er year at 60 years of age. main limitation affecting the harvesting of timber muddiness caused by seasonal wetness. Use of ?o and tracked equipment when the soil is wet ; in ruts and soil compaction. Unsurfaced roads :id trails are soft and can be impassable when ogging roads require suitable surfacing material ar -round use. Rounded pebbles and cobbles for onstruction are readily available on this unit. The ia' high water table limits the use of equipment to riods. Disturbance of the protective. layer of duff minimized by the careful use of wheeled and J equipment. dling establishment is the main concern in the :tion of timber. Reforestation can be plished by planting Douglas -fir seedlings. If the n, ides seed trees, natural reforestation by red >ccurs periodically in cutover areas. The seasonal ater table inhibits root respiration and thus results e seedling mortality. When openings are made in -iopy, invading brushy plants can prevent the shment of planted Douglas -fir seedlings. imon forest understory plants are cascade i- rrape, salal, vine maple, western brackenfern, -egon white oak. 89 110— Spanaway gravelly sandy loam. 0 to 3 aercent slopes. This very deep, somewhat excessively drained soil is on terraces. It formed in glacial outwash and volcanic ash. The native vegetation is mainly grasses, ferns, and a few conifers. Elevation is 100 to 400 feet. The average annual precipitation is 45 to 55 inches, the average annual air temperature is about 51 degrees F, and the average frost -free period is 150 to 200 days. Typically, the surface layer is black gravelly sandy loam about 15 inches thick. The subsoil is dark yellowish brown very gravelly loam about 5 inches thick. The substratum to a depth of 60 inches or more is dark yellowish brown extremely gravelly sand. Included in this unit are small areas of Alderwood soils on till plains; Everett, Indianola, and Nisqually soils on outwash terraces; and Spana soils in depressions. Also included are small areas of Spanaway soils that have a stony sandy loam surface layer and small areas of Spanaway gravelly sandy loam that have slopes of 3 to 15 percent. Included areas make up about 20 percent of the total acreage. Permeability is moderately rapid in the subsoil of the Spanaway soil and very rapid in the substratum. Available water capacity is low. Effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is slight. This unit is used mainly as hayland, pasture, or cropland, as a site for homes, or as a source of gravel. It is also used as woodland. The main limitation affecting hav and nasturp is the low available water capacity. Proper grazing practices, weed control, and fertilizer are needed to ensure maximum quality of forage. Rotation grazing helps to maintain the quality of forage. Periodic mowing helps to maintain uniform growth, discourages selective grazing, and controls weeds. Animal manure can be applied periodically during the growing season. Areas that receive heavy applications should be harrowed at least once a year. In summer, irrigation is needed for maximum production of most forage crops. Sprinkler irrigation is the best method of applying water. The amount of water applied should be sufficient to wet the root zone but small enough to minimize the leaching of plant nutrients. This unit is suited to crops. Wheat, oats, strawberries, raspberries, blackberries, and sweet corn are commonly grown. The main limitation is the low available water capacity. In summer, irrigation is needed for maximum production of most crops. ■ � $9,7 �17 .. ...... . 7 fW5,,f C. Epp, NAMV; ' yr; .�.,. �. APPENDIX 111 VICINITY MAP APPENDIX IV MAINTENANCE INFORMATION 01'21 -'2003 TUE 16:13 FAX 2534714717 LIFT ANCHOR (r'p) •�•� -lit ..... c 6AFFLE GRIT KETAWER WEIR B i I A i B J 2'5Q. (610mm) INSPECTION COVER - DIAMOND PLATE 1 EACH END BAFFLE 5" (125mm) I � li T-5•' I li (22BOmm) I 1 (3200mm) .- 11' -2" (340Emm) 11' -10" (380Eimm) SECTION NA ,:;m' z Vault 5106 -S 186 ZUU1• UUJ OIL WATER SEPARATOR GENERAL NOTES: 1. MFRS ARE GALVANIZED STEEL 2 CONCRETE BAFFLES UPON REQUEST 3. PIPING AND TEST BY OTHERS 4 720 G.P.M. FLOW PATE AT 30 MINUTE RETWON S.393 GALLONS PM VERTICAL FOOT (INSIDE HEIGHT) 6.2160 GALLONS MAXIMUM FtE1EHTlON ATS' -6' LIQUID DEPTH 7. IT IS TIf RESPONSIBILITY OF OWNER TO SERVICE THIS UNIT T_ 1 Q980mm) O (T525mm) r (1725mm) 09301,11m) v ; y SECnON B/6 , v i 1r i1.. DAMy�� s O s "w ::...•, .j 9 -01 -01 I�lanson C 01 21/2003 TUE 16:13 F.LX 253471.474 0 36" SQ. ACCESS DOOR 24" SC- INSPECTION COVER DIAMOND PLATE 1 EACH END COVER # 5106 - 5 9500 L55. LIFT ANCHOR BASE 9 5106 - 5 10200 LOS. MM r4r I WMTK 6'-i" 02 -R Lam 10�. LUMTA 11140" 02.8 qtr e�-e� 11Fm r� ras IrM E Vault 5106 -S OIL WATER SEPARATOR 72.0 GPM FLOW RATE AT 30 MIN. RETENTION 2,160 M. MAX, CAPACITY AT 5' -6' LIQUID DEPTH, 4A UUL', UU.i T -5° 13AL 42M RECOMMENRE0 AF*LI6,.1[TION9 zsu rzUai 33A1 6USTOM •'. PAGE DATE NOR MEN �a 185 9 -01 -01 ityn Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT INSTRUCTIONS The following pages contain maintenance needs for most of the components that are part of the site drainage system. Advise the City of Yelm if there are any components that are missing from these pages. Ignore the requirements that do not apply to the system. Plan to complete a checklist for all system components on the following schedule: 1) Monthly from November through April. 2) Once in late summer (preferable September). 3) After any major storm (use 1" in 24 hours as a guideline). Using photocopies of these pages, check off the problems you looked for each time an inspection was performed. Add comments on problems found and actions taken. Keep these "checked" sheets in your files, as they will be used to write your annual report (due in May). Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. Call the City for technical assistance if needed MC Squared, Inc. Easthaven Assisted Care Facility Addition Yelm WA FINAL REPORT MAINTENANCE PROGRAM COVER SHEET Inspection- Period: Number of Sheets Attached: Date Inspected: Name of Inspector: Inspector's Signature: MC Squared, Inc. ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Catch Basins and Inlets F ncY °tea SYMm F+tluxe Problem Conditions To Condtbns Thu Chad For Should Fiat M'S Clonal Tnah debris. Trash or debris in front of the catch basrt opening is No trash or dabns located immedlat" in front of catch I and sediment in bbrkrg capacity by mare than 10%, basin operung. Grans is kept deer and allows water •o or on bash enter. M Sediment or debris (in the basin) Met exceeds 1/3 the No sediment or debris in the catch basin Catch basins 1� depth from the bottom of basin to even of the lowest pipe dug out and dean into or out of the basin ' M'S Trash or debris in ary inlet or pipe blocking more than 1/3 islet and outlet pipes he of trash or debrm of its height M Structural Comer of frame extends more than 314 inch past curb face Frame is even with curb. damage to hare into the street (t appkcable). and/or top slab M Top stab has Moles larger than 2 square inches or cracks Top slob's free of tales and cracks. wider than 1/4 inch (intent a to make sure ale matenal is nrnng into the basin). M Frame not sifting flush on top slab, Le., separation of more Frame is sttirg flush on top slab. than 314 inch of the frame from due top slab. A Cracks in basin Cracks wider than 12 inch and longer than 3 feet, arty Bash replaced or repaired to design standards. Contact walhsrbottom evidence of soil panicles entemg catch basin through a professional engineer for evaluation cracks, or mairaenance person judges that structure is unsound. A Cracks wider than 12 inch and longer than 1 foot at the No crag more than 1/4 inch wide at the joint of joint of arty inlet/outlet pipe or any evidence of sod inlet/outlet pipe. panicles entering catch begat through cracks. A Settlement/ Basal has settled more than 1 inch or has rotated more Basin replaced or repaired to design standards. Contact misaligrment than 2 inches out of alignment a professional engineer for evaluation (' M'S Fire hazard or Presence of chemicals such as natural gas, oil, and No color, odor, or sludge. Basin's dug out and clean. l other pollution gasoline. Obnoxious color, odor, or sludge noted. ILS Outlet pipe is Vegetation or roots growing in inlet/outlet pipe joints that is No vegetation or root growth present clogged with more that six inches tall and less than sic inches apart vegetation I you are unsure whether a problem exists, please contact the Juirisdicbm and ask for technical assistance. Comments: Key A = Annual (March or April preferred) M = Monthhy (see schedule) S = After major storms 7 Page K - 17 ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Infiltration Systems f r^61' non PmbMm Candtbrs to Chun for Can�orr Thal Should Exist M,S General Trish 8 debris See Maintenance Cheddiet far Panda See Mairtenerics, Cheddiet for Ponds I' buildup n nd fill M Poisonous n9station See Maintenance Cheddiat for Pernda See Maintenance CheddW for Ponds M,S Fire hazard or pollution See Maintenance Cheddst for Panda Sae Maintunnce Chedkist for Ponds. j M Vegetation not See MWwance Cheddet for Ponds See Maintenance Checklist for Pond& growing or is amgmwn M Rodert holes See Ma" ance Chedcbt for Ponds. l See Mairterwncs Checklist for Ponds. M Iris" See Mairteriance Checklist for Ponds See Mairteronce Chedd'st for Ponds. A Skirage area Sediment buildup in A soil texturm test indicates facility s not working at lib Sediment is removed andfar facility is cleaned so system designed capabilities or was nconvctfy desgned. that irdkrmn sysbwn works aceordng b design. A sedir" trappirt4 area s h=aled to reduce sedirn" rro rfitration area. A Storage area drains slowq (more than 48 A soli texture test indicates faci in not h working at its designed Capib"" or was irxbneuy designed. Additional wfrme is added through excavation to provide mp. e needed amp. Soil s aerated and hours) or overflows rototiled to imptae draatage. Correct the City for I Hortnation on its requirements regarding axcavamn. M Sediment trapping Any sediment and debris fling area ro 10% of depth Clean out sump to design depth area from Sump bottom to boson of outlet pipe or obstructing flow into the connector One Time Sedment trapping area not present Sto mwater enters infiltration area drectly without treatment. Add a trapping area by constructing a sump for settling of solids. Seg soldrg area from rest of facility. Conteotfor kadance. M Rock likens Sediment and debris By visual inspection fittle or no water flows through filter Replace gravel in rock filter. during heavy ran storms If you are unsure whether a problem exists, please contact the Jurisdiction and ask for technical assistance. Comments: Key A = Annual (March or April preferred) M = Monthly (see schedule) S = After mayor storms Page K - 19 10 ATTACHMENT "A- (CONTINUED) Maintenance Checklist for Conveyance Systems (Pipes, Ditches, and Swaies) Frequency Drekw '04�em Problem Condltiora to Ct" For Conditions That Should Exa M,S Pon Sediment A debris Accumulated sedment that exceeds 20% of the diameter Poe cleaned of a1 sediment and debris. of the M Vegetation Vegetation that reduces free movemera of woof through At vegetation removed so water flours freely through pipes. A Damaged (rusted, Protective coating a damaged; rut is aung more than Poe repaired or replaced. bent, or crushed) 50% deterioration to any pan of M Any dent that Sgn4kurfy impedes flow (ie.. decreases Poe repaired or replaced. the cross sectfeon area of by more than 20 %). M P' has Pipe mapr cracks or tears allowing groundwater Poe repaired or replaced. M'S Open ditches Trash & debris Dumping of yard wastes such as grass c�pngs and Remove trash and debris and dispose as branches into ban. Unsghtly acc wnr>latien o non- prescribed by City Waste Management Section, degradable materials such as glass, plastic, ins* foam, and coated M Sediment bulclup Accumulated sediment that exceeds 20% of the design Ditch cleaned of all sediment and debris so that rt depth. matches destgrt A Vegetation Vegetation (e.g., weedy shrubs or saplings) that reduces Water flows freely through ditches, Grassy free movements of water through dtchm vegetation should be left alone. M Erosion damage to See Ponds Checklist. See Ponds Checklist. slopes A Rods lining out of Maintenance person can see native soil beneath the rock Replace rocks to design standard place or missing (if lining. applicable) Varies Catch basins See Catch Basins Cheddist. See Catch Basins Cheddst M'S Swales Trash & debris See above for Ditches. See above for Ditches. M Sediment buildup See above for Ditches. Vegetation may need to be replanted after cleaning. M Vegetation not Grass cover is sparse and weedy or areas are Aerate soils and reseed and mulch bare areas, growing or overgrown overgrown with woody vegetation. Maintain grass height at a minimum of 6 inches for best stormwater treatment. Reprove woody growth, reccntour, and reseed as necessary . M'S Erosion damage to See Ponds Cheddst. See Ponds Cheddst. slopes M Conversion by Swale has been filled in or blocked by shed, woodpile, h possible, speak with homeowner and request homeowner to shrubbery, etc. that swale area be restored. Contact City to report incompatible use problem if not rectified voluntarily. A Swale does not drain Water stands in swale or flow velocity is very slow. A survey may be needed to check grades. Stagnation occurs. Grades need to be in 1.5% range i possible. It grade is less than 1 %, underdrains may need to be installed. 1 you are unsure whether a problem exists, please contact the Jurisdiction and ask for technical assistance. Comments: Key A = Amin (March of April preferred) M = Monthly (see schedule) S = After major storms Page K - 23 ATTACHMENT "A" (CONTINUED) untenance Checklist for Grounds (Landscaping) F AY DrairFpa�9 n r ProblMn Conditions to Chadt For Cwntlono That Should Exist M General Woods (nmpomomm YWoda in more than 20% at the endooWed area and shrubs o Weeds present in eaa than 5% of the landscaped ares. M safety hazard Any presence at paean ivy or attar poisonous No sarout vegetation of reeu Hass pro wt in Dolan or mach nests area. M.S Trash or R w Ses Ponds ChaddYt See Ponds Cheddet M,S Erosion of Ground Surface Noticeable n6 are seen in lardscapsd area Causes at Brown are idsrded and sops town to slow dowr0s4read out the water. Etodsd arses — am filed, =9 ured, and seeded A Trees and shrubs Oartags lambs or parts of trees or stubs that are spit or broken Trim troovVi rbs to restore shape. Repl cs which afMa more than 25% of the toW foliage d the treeslshr bs with severe damage, tree or shrub. M Tress or shrubs that have been blown down or knocked Replam tree, rtspectirp for injury to stem or room over. lace 8 severely damaged A Trees or shrubs which are not adequate* supported or Place stakes and nbbeacoated ties around young c are earring over, causing exposure at the roots. roe&*cubs for support are unsure whether a problem axes, please =act the Jurisdiction and ask lor technical assistance. rents: A = Annual (Mardi or April pmfered) M = Monthly (see schedule) S = After major storms Page K - 24 C APPENDIX V THURSTON COUNTY GEODATA QUERY RESULTS EXCERPTS Thurston GeoDATA Center/Interactive Map Page 1 of Thurston GeoData Center Click here to view results of search. � r ONNIf♦} Search By: address Co not use road suffix (ie St. or Rd.; ;Street Number (ie 921): _ Street Nacre ie 55t^ or Evergreen Park; <'Quadran; lie NY' Jcr SC;. 1 ulglt Parcel Number ?Sectior: (ie 05132vj %- ;Survey Target#,Name: Cf1PCG'N1 Grid# (ie V -14) Return to top of nape Assessor Data 11 Click on Map to: Zoom In Zoom Out Zoom Factor: C Full County View F Display Aerial Photos R— Display Parcel Text Show other map lavers? Label Parcels With? IParcel Number t Thurston GeoDATA Center/Interactive Map OWNER: EAST HAVEN VILLA LLC (Due to space restrictions only 1 owner is listed) Address: 311 CULLENS ST NW City: YELM State: WA,98597 Parcel #: 21724140502 Site Address: 311 CULLENS ST NW Site City: YELM Site Zip: 98597 Section: s24171E Legal Description: 24 -17 -1E SE NE BEG AT NE COR SE NE W ALG NLN 335.86F TO POB S36 -29 -30 -W 364.21F S53- Usecode: 17 - INST- LODGING Tax Code Area: 170 Taxable: Y Property Type: COM Total Acres: 2.18 Land Value: 104900 Building Value: 1928700 Total Value: 2033600 Current Use: N Exemptions: None Last Sale Recorded #: Last Sale Date: Unknown Last Sale Price: Unknown Transaction includes additional properties: Unknown Last Sellers Name: Unknown Keturn to top of page Pa dal Data Page 2 of 3 .�. Thurston GeoDATA Center/Interactive Map Wetlands: No Floodzone: No Flood of 1996: Unknown Winter Flooding of 1996: No High Groundwater Flood Hazards: Unknown Salmon Creek Basin: No 1999 Carlyon Beach Landslide Hazard: None Zoning: R -6 or C -1 Historic Site: No Jurisdiction: YELM Stormwater Rate: No No Shooting Zone: No Animal Control Zone: Yes Weed Containment Area: No Steep Slopes: No Sensitive Areas: No DNR Natural Heritage Data: No Critical Buffers: 200' Wetland Shoreline Management: No Waterbody & Wetland Buffers: Yes Wellhead Prot. Area: Unknown Area of Groundwater Concern: No Elevated Nitrates: No Soil Type: Spanaway gravelly sandy loam, 0 to 3% slopes Hydric Soil: No Watershed: YELM CREEK Water Service Area: YELM, CITY OF School Service District: YELM Fire Response District: YELM Planning Region: 3 Census Tract: Page 3 of 3 County Ordinances Data Descriptions Help I What's New I TGC Home I Helpful Info I Assessor Questions Ecology Shoreline Photographs I Thurston County GP5 Basestation You are visitor 3r ;�,5„ with map request 5,008,742 since. April 24, 1998 ��:AI2-N I_`r(_;: Pa reel Data was last updated on Sunday, Aug. 4, 2002 DISCLAIMER: Thurston GeoData Center makes no guarantee of data accuracy and assumes no liability for the data represented here. If questions arise regarding accuracy please contact Thurston County staff. Please do not bookmark this page! Bookmark our home page instead! 0 Thurston GeoDATA Center/Interactive Map • • Page 1 of 1 Map Produced By: Thurston GEODATA Center's Internet Nlap Server Scale: Approx. 1 Inch = 100 Feet 8/7/2002 12:21:4 PM APPENDIX VI FINAL DRAINAGE AND EROSION CONTROL PLAN PROJECT MANUAL EASTHAVEN VILLA ADDITION YELM, WASHINGTON EASTHAVEN VILLA RETIREMENT FACILITY CULLEN STREET S. E. YELM, WASHINGTON BEEHIVE RETIREMENT CORPORATION YELM, WASHINGTON AUGUST 7, 2002 SPECIFICATION MANUAL TABLE OF CONTENTS CONTRACT REQUIREMENTS GENERAL CONDITIONS OF THE CONTRACT DIVISIONS 1 THROUGH 16 - TECHNICAL SPECIFICATIONS 01000 GENERAL REQUIREMENTS 01001 Basic Requirements 06000 WOOD AND PLASTIC 06200 Finish Carpentry 06415 Stock Cabinets and Plastic Laminated Countertops 07000 THERMAL AND MOISTURE PROTECTION 07210 Building Insulation 07311 Asphalt Shingles 07460 Siding 07900 Joint Sealers 08000 DOORS AND WINDOWS 08111 Steel Doors and Frames 08200 Wood Doors 08340 Closet Doors 08630 Vinyl Windows 08712 Finish Hardware 08800 Glass and Glazing 09000 FINISHES 09260 Gypsum Board Systems 09511 Acoustic Tile 09650 Resilient Flooring 09688 Carpet -Glue Down 09900 Painting 10000 SPECIALTIES 10005 Miscellaneous Specialties 10400 Signage 10800 Toilet and Bath Accessories 15000 MECHANICAL 15010 Mechanical Provisions 15040 Balancing Air and Water Systems 15060 Pipe and Fittings 15090 Supporting Devices 15100 Valves 15250 Mechanical Insulation 15400 Plumbing Fixtures and Trim 15410 Domestic Water Piping System 15453 Plumbing Loop Equipment 15465 Natural Gas System 15500 Fire Sprinkling EASTHAVEN VILLA ADDITION, YELM, WA TABLE OF CONTENTS -1 15623 Forced Air Furnaces 15800 Duckwork Accessories 15825 Air Diffusing Equipment 15870 HVAC and Exhaust Specialties 16000 ELECTRICAL 16000 General Electrical 16111 Conduit 16120 Wire and Cable 16130 Outlets, Junction and Pullboxes 16141 Wiring Devices 16170 Grounding and Bonding 16195 Electrical Identification 16200 Lighting Fixtures 16440 Disconnect Switches 16470 Panelboards 16700 Communications and Security Systems 16710 Fire Alarm System 16750 Staff Intercommunication/Time Program Sustem ALL CONTRACT MODIFICATIONS END OF TABLE OF CONTENTS EASTHAVEN VILLA ADDITION, YELM, WA TABLE OF CONTENTS -2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FOR EASTHAVEN VILLA ADDITION, YELM, WA. GENERAL The term "Work" means the construction and services required by the Contract Documents, and includes all other labor, materials, equipment and services provided by the Contractor to fulfill the Contractor's obligations. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Owner. The Contract Documents are complementary and what is required by one shall be as binding as if required by all. Documents prepared by the Architect are instruments of service for use solely with respect to this project. They are not to be used by the Owner or Contractor, subcontractor or material or equipment supplier for other projects or additions to this project outside the scope of work without specific written consent of the Architect. The Project Manual is the volume assembled for the Work which may include the bidding requirements, sample forms, Conditions of the Contract and the Specifications. Organization of the Specifications into divisions, sections, etc., shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of the Work to be performed by any trade. OWNER /CONTRACTOR If any Subcontractor fails to correct Work which is not in accordance with the Contract Documents the Owner may direct the Subcontractor in writing to stop the Work until the correction is made. If any Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a 7 day period after receipt of written notice from the Owner to correct such default or neglect with diligence and promptness, the Owner may without prejudice to other remedies, correct such deficiencies. In such case, a Change Order shall be issued deducting the cost of the correction from payments due the Contractor. The Owner reserves the right to perform construction or operations related to the project with the Owner's own forces, and to award separate contracts in connection with other portions of the project. Costs caused by delays or by improperly timed activities or defective construction shall be borne by the responsible party. Execution of the Contractor's Contract is a representation that each Subcontractor has visited the site, become familiar with local conditions under which the Work is to be performed and has correlated the Contract Documents with what has been seen. Contractor shall promptly report errors, inconsistencies or omissions discovered to the Owner. Contractor shall supervise and direct the Work, using the best skill and attention. The Contractor shall be soley responsible for and have control over construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work. Contractor shall not employ unfit persons or persons not skilled in the task assigned to them. Unless otherwise provide for in the Contract Documents, Contractor shall provide and pay for labor, materials, equipment, tools, transportation, cellular phone use and other facilities and services necessary for proper execution and completion the work. The Contractor shall deliver, handle, store and install materials in accordance with manufacturer's instructions. The Contractor will warrant to the Owner that: (1) materials and equipment furnished under this Contract will be new and of good quality unless otherwise required or permitted by the Contract Documents, (2) the Work will be free from defects not inherent in the quality required or permitted; and (30 the Work will conform to the requirements of the Contract Documents. The Contractor will secure and pay for the plan check fee and the building permits and all other permits and governmental fees, licenses and inspections necessary for the proper execution and completion of the Work. If a permitting agency or utility provides only a fee estimate, the final fee will be paid by the Owner. 0 The Contractor shall comply with and assist the Owner in giving notices required by agencies having jurisdiction EASTHAVEN VILLA ADDITION, YELM, WA GENERAL CONDITIONS -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 over the Work. If the Contractor performs Work knowing it to be contrary to laws, statutes , ordinances, building codes and rules and regulations without notice to the Owner, the Contractor shall assume full responsibility for such Work and shall bear costs related to such Work. The Contractor shall promptly review, approve in writing and submit to the Owner Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents. Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits, the Contract Documents and the Owner. The Contractor shall assist Owner with keeping the premises and surrounding area free from accumulation of debris and trash related to the Work. To the fullest extent permitted by law, the Contractor shall indemnify, and hold harmless, the Owner, its consultants and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorney's fees arising out of or resulting from performance of the Work. Prior to the commencement of the Work, the Contractor shall purchase and maintain all the insurance required by the Owner /Contractor agreement entered into after bidding and award. The Owner shall not allow the Contractor to commence Work on a contract until the Owner has obtained certification that the Contractor is insured as required for the Owner. The Contractor shall include in in its bid the cost of all insurance and bonds required to complete its base bid and alternates, if any. Such insurance shall protect the Owner from claims as set forth below which may arise out of or result from the Contractor's operations under the Contract. 1. claims under worker's or workmen's compensation, disability benefit and other similar employee benefit acts which may be applicable to the work to be performed. 2. claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees. 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's employees. 4. claims for damages insured by usual personal injury liability coverage which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor, or (2) by another person. 5. claims for damages, other than to the Work itself, because of the injury to or destruction of tangible property, including loss of use resulting therefrom. 6. claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle. 7. products liability, including completed operations coverage which shall be maintained for one year after Substantial Completion. The General Contractor will carry builder's risk insurance in the amount of the Construction Cost as determined by its lending institution until final move -in. The policy shall be on an "all risk" basis and insure against the perils of of fire and extended coverage and physical loss or damage including theft, vandalism, malicious mischief, collapse, false work, temporary buildings, debris removal and shall cover reasonable compensation for A/E services and expenses required as a result of an insured loss. The insurance shall be written for not less than limits of liability specified as set forth below or required by law, whichever is greater. Coverage shall be maintained without interruption from date of commencement of the Work until date of final payments to all subcontractors. 1. Public Liability Insurance Each Occurance: General Aggregate Limits other than products - completed operations Products - Completed Operations Limit Personal and Advertising Injury Limit Fire Damage Limit (any one fire) EASTHAVEN VILLA ADDITION, YELM, WA $1,000,000 1,000,000 1'PI P11 111 111 1 111 GENERAL CONDITIONS -2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 Medical Expense Limit (any one person) 5,000 Employer's Liability on an occurrence basis in an amount not less than $1,000,000 per occurrence. 1. Automobile Liability $1,000,000 Per Occurrence, using a combined single limit for bodily injury and property damage. Certificates of Insurance acceptable to the Owner will be required of the Contractor for similar coverages listed above prior to the commencement of the Work. ARCHITECT The Architect will visit the site on a monthly basis per request of the Owner to become familiar with the progress and the quality of the Work. The Architect will not have control over or charge of and will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are soley the Contractor responsibility. The Architect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. CHANGES After execution of the Contract, changes in the Work may be accomplished by Change Order. The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly. A Change Order shall be a written order to the Contractor signed by the Owner to change the Work, Contract Sum or Contract Time. The Owner will have to authority to order minor changes in the Work not involving changes in the Contract Sum or the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be written orders and shall be binding on the Owner and Contractor. The Contractor shall carry out such written orders promptly. TIME Time limits stated in the Contract Documents are of the essence of the Contract. Contractor will adhere to the Timetable as agreed upon in the Preconstruction meeting conducted by the Architect. PAYMENTS AND COMPLETION The Contract Sum stated in each agreement, including authorized adjustments, is the total amount payable by the Owner to Contractor for performance of the Work under the Contract Documents. At least ten days before the date established for each progress payment, The Contractor shall submit to the Architect an itemized application for Payment for operations completed in accordance with the values stated in Division. Such application shall be supported by such data substantiating the Contractor's right to payment as the Architect may reasonably require and reflecting retainage if provided for elsewhere in the Contract Documents. The Contract warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than time of payment. The Contractor further warrants that upon submittal of an Application for Payment, all Work for which Certificates for Payment have previously issued and payments received from the Owner shall, to the best of The Contractor's knowledge, information and belief, be free and clear from liens, claims, security interests or other incumbrances adverse to the Owner's interests. PROGRESS PAYMENTS The Owner shall promptly pay the Contractor and material supplier, upon receipt of pay request for the portion of the Work completed and verified by the Owner's superintendent of construction. A progress payment, or partial or entire use or occupancy of the project by the Owner shall not constitute acceptance of the Work not in accordance with the Contract Documents. SUBSTANTIAL COMPLETION Substantial Completion is the stage in the progress of the Work or designated portion is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy the Work for its intended use. The Achitect will issue a letter of Substantial Completion which will fix all Contactor items on the list accompanying the Letter. These items shall be completed by Contractor before Final Payment shall be dispersed to Contractor for its work. All warranties required by the Contract Documents shall commence on the date of Substantial Completion of the EASTHAVEN VILLA ADDITION, YELM, WA GENERAL CONDITIONS -3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 Work. FINAL COMPLETION AND FINAL PAYMENT The acceptance of Final Payment by the Contractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by the payee as unsettled at the time of final Application for Payment. LIQUIDATED DAMAGES If the Contractor fails to complete that portion of the Work contracted to perform within the Contract Time, the Owner may elect to deduct and the Contractor in question agrees to pay as liquidated damages from any monies due or coming due to the Contractor in the amount of 1/2 of 1 percent of the Contract Sum per day for each day the completion of the Work is delayed beyond the Contract's completion date. No liquidated will be assessed for extensions of time granted by the Owner. RETAINAGE When the Contractor provides a Contract Bond, the Owner shall retain 5 percent of the Contract Sum for a period of 30 days after completion of all Contract Work. Without a Contract Bond the Owner shall retain 10 percent of the Contract Sum for a period of 30 days after completion of all Contract Work. CORRECTIONS OF WORK The Contractor shall promptly correct Work rejected by the Architect as failing to conform to the requirements of the Contract Documents. The Contractor shall bear the cost of correcting such rejected work. In addition to the Contractor's other obligations including warrantiesv under the Contract, the Contractor shall for a period of 1 year after Substantial Completion, correct work not conforming to the requirements of the Contract Documents. If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct and the Contractor shall reimburse the Owner for the cost of correction. MISCELLANEOUS PROVISIONS None of the parties of the Contract shall assign the Contract as awhole without the written consent of the other. TESTS AND INSPECTIONS The Owner shall pay for tests except for the testing of Work found to be defective by the Contractor. GOVERNING LAW The Contract shall be governed by the laws of the State of Washington. TERMINATION OF THE CONTRACT The Contractor shall have the right to terminate its contract with the Owner if the Work is shut down for more than 30 days except as follows: 1. issuance of an order of the court or other public authority having jurisdiction if the work is stopped for a period of 60 days; 2. an act of government, such as a declaration of a national emergency, making material unavailable if work is stopped for a period of 60 days; 3. because the Owner has not issued a payment on a Certificate for Payment within the time stated in the Contract Documents. The Owner may terminate the Contract of the Contractor if the Contractor: 1. Persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials; 2. fails to make payment to subcontractors or materials suppliers for labor or materials in accordance with respective agreements between the Contractor and Subcontractors and material suppliers. 3. persistently disregards laws, ordinances, rules, regulations or orders of a public authority having jurisdiction; or 4. is otherwise guilty of substantial breach of a provision of the Contract Documents. When any of the above reasons exist, the Owner may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, 7 day's written notice, terminate employment of the Contractor and may: 1. take possession of all materials owned by the Contractor; 2. finish the Work by whatever reasonable method the Owner may deem expedient. When the Owner trerminates theContract for one of the reasons stated above , the Contractor shall not be entitled to receive further payment until the Work is finished. END OF GENERAL CONDITIONS EASTHAVEN VILLA ADDITION, YELM, WA GENERAL CONDITIONS -4 I SECTION 01001 2 3 BASIC REQUIREMENTS 4 5 6 PART 1 -GENERAL 7 8 GENERAL REQUIREMENTS 9 Conform to provisions of Contract, General and Supplementary Conditions of the contract, Division One of this 10 specification as well as drawings and this specification section. 11 12 SECTION INCLUDES 13 Summary of Work: 14 Summary of Project. 15 Site work. 16 Facility. 17 Contractor Use of Premises. 18 Schedule of values 19 Bid Items 20 Application for Payment 21 Change Procedures 22 Coordination and Meeting: 23 Verification of Existing Conditions 24 Coordination. 25 Field Engineering. 26 Pre- Construction Conference. 27 Progress Meetings. 28 Submittals: 29 Submittal Procedures. 30 Construction Progress Schedules. 31 Proposed Products List. 32 Shop Drawings. 33 Product Data. 34 Samples. 35 Colors Selection. 36 Manufacturer Installation Instructions. 37 Manufacturer Certificates. 38 Quality Control: 39 Quality Assurance /Control of Installation. 40 Examination 41 Preparation 42 Tolerances 43 References 44 Field Samples. 45 Inspection and Testing Laboratory Services. 46 Manufacturer Field Services and Reports. 47 Construction Facilities and Temporary Controls: 48 Temporary Electricity. 49 Temporary Lighting. 50 Temporary Telephone. 51 Temporary Water Service. 52 Temporary Sanitary Facilities. 53 Barriers and Fencing. 54 Water Control. 55 Protection of Installed Work. 56 Progress Cleaning. EASTHAVEN VILLA ADDITION, YELM, WA BASIC REQUIREMENTS 01001 -1 1 Field Offices and Sheds. 2 Removal of Temporary Utilities, Facilities and Controls. 3 Material and Equipment: 4 Products. 5 Transportation, Handling, Storage and Protection. 6 Substitutions. 7 Starting of Systems: 8 Starting Systems. 9 Demonstration and Instructions. 10 Contract Close -out: 11 Contract Close -out Procedures. 12 Final Cleaning. 13 Adjusting. 14 Pro ject Record Documents (As -Built Drawings). 15 Operation and Maintenance Instructions. 16 Warranties. 17 Spare Parts and Maintenance Materials 18 19 SUMMARY OF WORK 20 21 SUMMARY OF PROJECT 22 23 SITE WORK 24 Includes: 25 Site demolition of paving, curbing, landscape areas, and utilities. 26 New Work: earthwork; site drainage; extension of utilities; crushed rock surfacing; asphaltic concrete paving; 27 concrete curbs and sidewalks; pavement markings; all items shown on drawings and specifications; and 28 incidentals required for complete installation whether shown or not. 29 30 FACILITY 31 Includes: 32 Building Demolition: Small amounts of demolition in existing building in laundry room, kitchen, dining room, 33 meds room central bath room, employee lounge, and other miscellaneous rooms. 34 New Work: concrete footings, foundation and slab on grade; trench drains; wood frame construction; wood 35 trusses; wood beams and joists; plywood sheathing and fiber- cement siding; ; interior and exterior doors with 36 hardware; gypsum board walls and ceilings; thermal and sound insulation; painting; acoustical tile and gypsum 37 board ceilings; resilient flooring; carpeting; miscellaneous specialties; HVAC; plumbing; automatic fire 38 protection system; electrical power and lighting; communication system; fire alarm system; all items shown on 39 drawings and specifications; and all incidentals required for complete installation whether shown or not. 40 41 CONTRACTOR USE OF PREMISES 42 Contractor, at his own risk, will be allowed to use site for storage of materials, equipment and tools. Coordinate 43 and secure approval from Owner Representative. 44 45 SCHEDULE OF VALUES 46 Submit to Owner Representative before any payment is made, Schedule of Values - detailed cost breakdown as 47 describedherein. 48 Upon request by Owner Representative, support values given with data that will substantiate their correctness. 49 Schedule of Values will be used as basis for preparation of Application for Payment vouchers. 50 After review by Owner Representative, revise and resubmit is required. 51 52 BID ITEMS 53 Provide Lump Sum Bid for Items to include all work under their portion of Contract. 54 55 APPLICATIONS FOR PAYMENT 56 Submit Applications for payment in accordance with General Conditions under Article 9.3. Content and 57 Format: Utilize Schedule of Values for listing items in Application for Payment. Payment Period: Monthly. EASTHAVEN VILLA ADDITION, YELM, WA BASIC REQUIREMENTS 01001 -2 1 2 CHANGE PROCEDURES 3 Change Order Forms: Forms will be prepared by Owner Representative. 4 5 COORDINATION AND MEETING: 6 7 VERIFICATION OF EXISTING CONDITIONS 8 Field verify existing conditions by visiting site prior to bid and beginning of Work. 9 10 COORDINATION 11 Coordinate scheduling, submittals, and Work of various Sections of specifications to assure efficient and orderly 12 sequence of installation of each construction elements. 13 14 FIELD ENGINEERING 15 Establish elevations, lines, and levels and provide written statement that elevations and locations of Work 16 conform with Contract Documents. 17 18 PRE- CONSTRUCTION CONFERENCE 19 Owner Representative will schedule immediately after signing of Contract. 20 21 Attendance: 22 Owner Representative. 23 Engineer 24 General Contractor /Owner. 25 Major Subcontractors. (M & E and Civil) 26 27 Minimum agenda: 28 List of major sub - contractors and suppliers. 29 Tentative construction schedule. 30 Critical work sequencing. 31 Relation and coordination of sub - contractors. 32 Designation of responsible personnel. 33 Progress Meetings. 34 Processing of field decisions and change orders. 35 Distribution of contract documents. 36 Procedures for submittals. 37 Procedures for maintaining record documents. 38 Pay requests. 39 Use of premises. 40 Major equipment deliverers and priorities. 41 Safety and first -aid procedures. 42 Security procedures. 43 Project close -out. 44 House keeping procedures. 45 Parking for all Contractor employees 46 47 PROGRESS MEETINGS 48 Schedule and administer meetings throughout progress of Work at maximum monthly intervals. 49 Preside at meetings, record minutes, and distribute copies within three days to those affected by decisions made. 50 51 SUBMITTALS 52 53 SUBMITTAL PROCEDURES 54 Submittal Routing and Record form follows this section. 55 Apply stamp, signed or initialed, certifying that review, verification of products required, field dimensions, 56 adjacent construction Work, and coordination of information is in accordance with requirements of Work and 57 Contract Documents. EASTHAVEN VILLA ADDITION, YELM, WA BASIC REQUIREMENTS 01001 -3 I Deliver submittals to Owner Representative. Contractor not relieved of responsibility for errors and omissions 2 in submittal by Owner Representative review or approval of submittals. 3 Identify variations from Contract Documents and Product or system limitations which may be detrimental to 4 successful performance of completed Work. Contractor not relieved of responsibility for deviations in submittals 5 from requirements of Contract Documents by Owner Representative review or approval of submittals, unless 6 Owner Representative gives written acceptance of specific deviations. 7 Revise and resubmit submittals as required; identify all changes made since previous submittal. 8 Begin no work which requires submittals until return of submittal with Owner Representative stamp and initials 9 or signature indicating the Owner Representative review is complete. After Owner Representative review, 10 distribute copies as needed. 11 12 CONSTRUCTION PROGRESS SCHEDULES 13 Submit initial progress schedule in duplicate within 15 days after date of Owner- SubContractor Agreement 14 established in Notice to Proceed for Owner Representative. 15 Submit revised schedules with each Application for Payment, identifying changes since previous version. 16 Indicate estimated percentage of completion for each item of Work at each submission. 17 Submit horizontal bar chart with separate line for each section of Work, identifying first work day of each week. 18 19 SHOP DRAWINGS 20 Submit number of copies needed back, plus two copies which will be retained by Owner Representative. 21 22 PRODUCT DATA 23 Submit number of copies needed back plus two copies which will be retained by Owner Representative. 24 Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' 25 standard data to provide information unique to this project. 26 27 SAMPLES 28 Submit samples to illustrate functional and aesthetic characteristics of Product if required by individual 29 specification sections. 30 Submit samples of finishes from full range of manufacturers' standard colors, textures, and patterns for Project 31 Administrator's selection. 32 33 COLORS SELECTION 34 Colors: Slected by Owner Representative. Submit respective color charts and samples as required. No colors will 35 be selected until all color charts, paint chips and samples have been received by Owner Representative. Schedule 36 this submittal minimum of 30 days before reviewed submittals will be needed, to avoid project delays. Special 37 attention should be given by Contractor to items that have long lead times or special delivery requirements. 38 39 MANUFACTURER INSTALLATION INSTRUCTIONS 40 When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, 41 storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. 42 43 MANUFACTURER CERTIFICATES 44 When specified in individual specification Sections, submit manufacturer's certificate to Project Administrator for 45 review, in quantities specified for Product Data. 46 Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, 47 affidavits, and certifications as appropriate. 48 49 QUALITY CONTROL 50 51 QUALITY ASSURANCE/CONTROL OF INSTALLATION 52 Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to 53 produce Work of specified quality. 54 Comply fully with manufacturers' instructions. 55 Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, 56 codes, or specified requirements indicate higher standards or more precise workmanship. 57 EASTHAVEN VILLA ADDITION, YELM, WA BASIC REQUIREMENTS 01001 -4 I EXAMINATION 2 Verify, that existing site conditions and substrate surfaces are acceptable for subsequent work. Beginning new 3 Work means acceptance of existing conditions. Verify that utility services are available, of correct characteristics 4 and in correct location. 5 6 PREPARATION 7 Clean substrate surfaces prior to applying next material or substance. Apply manufacturer required or 8 recommended substrate primer, sealer or conditioner prior to applying new material or substance in contact or 9 bond. 10 11 TOLERANCES 12 Monitor fabrication and installation tolerance control of installed Products over suppliers, manufacturers, 13 Products, site conditions and workmanship to produce acceptable Work. Do not permit tolerances to accumulate. 14 Comply fully with manufacturers' tolerances. 15 16 REFERENCES 17 Conform to reference standards by date of issue of current as of date for receiving bids. Should specified reference 18 standard conflict with Contract Documents, request clarification from Owner Representative before proceeding. 19 20 FIELD SAMPLES 21 Construct field samples at site for review if required by individual specification Sections. Acceptable samples 22 represent quality level for Work. 23 24 INSPECTION AND TESTING LABORATORY SERVICES 25 Owner Representative will coordinate special inspections, tests, and other services specified. 26 Cooperate with Owner; furnish samples of materials, design mix, equipment, tools, storage and assistance as 27 requested. 28 Notify Owner Representative 48 hours prior to expected time for operations requiring services. 29 Coordinate with Project Administrator to make arrangements for additional samples and tests for Contractor. 30 31 MANUFACTURER' FIELD SERVICES AND REPORTS 32 When specified in individual specification Sections, require material or Product suppliers or manufacturers to 33 provide qualified staff personnel to observe site conditions and to initiate instructions when necessary. 34 Report observations and site decisions or instructions that are supplemental or contrary to manufacturers' written 35 instructions. 36 37 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 38 39 TEMPORARY ELECTRICITY 40 Arrange with utility company to provide temporary power service for construction purposes. Pay for power 41 consumed. Costs or use charges for temporary facilities are not chargeable to Owner and will not be accepted as 42 basis of claims for Change Order. Provide power outlets for construction operations, branch wiring, distribution 43 boxes, and flexible power cords as required. 44 45 TEMPORARY LIGHTING 46 Provide and maintain temporary lighting for construction operations. Provide branch wiring from power source 47 to distribution boxes with lighting conductors, pigtails, and lamps as required. 48 49 TEMPORARY TELEPHONE 50 Provide, maintain and pay for telephone and fax service to field office for use throughout Project. 51 52 TEMPORARY WATER SERVICE 53 Provide clean, potable water as required for construction purposes and pay costs of water used including 54 installation, maintenance and removal of temporary devices. 55 56 TEMPORARY SANITARY FACILITIES 57 Provide and maintain required temporary sanitary facilities for personnel employed on project. EASTHAVEN VILLA ADDITION, YELM, WA BASIC REQUIREMENTS 01001 -5 I Maintain in clean and sanitary condition. Pay all costs for installation, maintenance and removal of temporary 2 sanitary facilities. 3 4 BARRIERS AND FENCING 5 Provide barriers to prevent unauthorized entry to areas under construction and to protect existing and adjacent 6 properties from damage. 7 8 WATER CONTROL 9 Maintain excavations free of water. Provide, operate, and maintain pumping equipment. 10 11 PROTECTION OF INSTALLED WORK 12 Protect installed Work and provide special protection where specified in individual specification Sections. 13 14 PROGRESS CLEANING 15 Maintain areas free of waste materials, debris, and rubbish. Maintain site in clean and orderly condition. 16 17 FIELD SHEDS 18 Provide storage for tools and equipment and materials in locations approved by Project Representative. 19 20 REMOVAL OF TEMPORARY UTILITIES, FACILITIES, AND CONTROLS 21 Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Substantial 22 Completion inspection. 23 Clean and repair damage caused by installation or use of temporary work. 24 25 MATERIAL AND EQUIPMENT 26 27 PRODUCTS 28 Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work, 29 but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the 30 Work. 31 Do not use materials and equipment removed from existing premises, except as specifically identified or allowed 32 by the Contract Documents. 33 Use interchangeable components of the same manufacture for similar components. 34 35 TRANSPORTATION, HANDLING, STORAGE AND PROTECTION 36 Transport, handle, store and protect Products in accordance with manufacturer's instructions. 37 38 SUBSTITUTIONS 39 Owner Representative will consider requests for Substitutions only outside of seven days before bid date . 40 Substitutions may still be considered when product becomes unavailable through no fault of SubContractor. 41 Document each request with complete data substantiating compliance of proposed Substitution with Contract 42 Documents. Complete and attach Substitution Request Form . 43 Request constitutes representation that Contractor. 44 Has investigated proposed Product and determined that it in or exceeds quality level of specified Product. 45 Will provide same warranty for Substitution as for the specified Product. 46 Will coordinate installation and make changes to other Work which may be required for Work to be 47 complete with no additional costs to Owner. 48 Waives claims for additional costs or time extension which may subsequently become apparent. 49 Will provide shop drawings of proposed substitution for review by Owner Representative. 50 Submit three (3) copies of Substitution Request for consideration, one substitution per request. 51 Submit shop drawings, product data and certified test results attesting to proposed product equivalence. 52 Owner Representative will determine acceptability of proposed substitution and will notify Contractor, in 53 writing, of decision to accept or reject request. 54 Substitutions will not be considered when they are indicated or implied on shop drawing or product data 55 submittals, without separate written request, or when acceptance will require revision to Contract Documents. 56 57 STARTING OF SYSTEMS EASTHAVEN VILLA ADDITION, YELM, WA BASIC REQUIREMENTS 01001 -6 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 STARTING SYSTEMS Provide seven days notification prior to start-up of each item. Ensure that each piece of equipment or system is ready for operation. Execute start-up under supervision of responsible persons in accordance with manufacturers' instructions. Submit written report that equipment or system has been properly installed and is functioning correctly. DEMONSTRATION AND INSTRUCTIONS Upon completion of Work of Contract, delivery of O & M Manuals, and prior to issuance of Certificate of Substantial Completion, Contractor shall, using O & M Manual as reference, thoroughly demonstrate proper operation and maintenance of Products to Owner Representative. Demonstrate start-up, operation, control, adjustment, trouble - shooting, servicing, maintenance, and shutdown of each item of equipment at agreed -upon times, at equipment location. As minimum, provide single integrated session covering all components for General, Mechanical and Electrical portions of Work. Separate additional sessions discussing individual components may also be held as required. CONTRACT CLOSE -OUT CONTRACT CLOSE -OUT PROCEDURES Submit final Application for Payment identifying total adjusted Contract Sum /Price, previous payments, and amount remaining due. FINAL CLEANING Execute final cleaning prior to final inspection. Clean debris from site, and drainage systems. Remove waste and surplus materials, rubbish, and construction facilities from site. ADJUSTING Adjust operating Products and equipment to ensure smooth and unhindered operation. PROJECT RECORD DOCUMENTS (AS -BUILT DRAWINGS) Maintain on site, one set of Contract Documents to be utilized for record documents. Record actual revisions to Work. Record information concurrent with construction progress. Record Documents and Specifications: Legibly mark each item to record actual construction in red ball -point pen. Indicate actual Product installed in Specification Product Sections. Submit documents to Project Administrator with claim for final Application for Payment. OPERATION AND MAINTENANCE INSTRUCTIONS Prior to request for Pre -Final Inspection, submit preliminary draft copy, of O & M Manual, to Owner Representative for approval before making up final copies. Upon approval and prior to Demonstration and Instruction(s), submit three sets, bound in 8 -1/2 x 11 inch text pages, three D side ring binders with durable plastic covers. Prepare binder cover with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS ", and title of project. Use Desk Top Publishing produced with Laser quality type printer on all identifications and title. Internally subdivide binder contents with permanent page dividers, logically organized, with tab titling clearly printed under reinforced laminated plastic tabs. Contents: Directory, listing names, addresses, and telephone numbers of Architect/Engineer, Contractor, Subcontractors, and major equipment suppliers. Operation and maintenance instructions, arranged by system. Project documents and certificates. WARRANTIES Provide triplicate notarized copies from Subcontractors, suppliers, and manufacturers. Submit prior to final Application for Payment. SPARE PARTS AND MAINTENANCE MATERIALS Provide Products, spare parts, maintenance and extra materials in quantities specified. Deliver to Project site and place in location as directed; obtain receipt prior to final payment. EASTHAVEN VILLA ADDITION, YELM, WA BASIC REQUIREMENTS 01001 -7 1 2 3 4 5 6 7 8 9 10 Ll PART 2- PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA BASIC REQUIREMENTS 01001 -8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL GENERAL REQUIREMENTS Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of this specification as well as the drawings and this specification section. SECTION INCLUDES Pre- finished Wood Paneling. Wood Handrails. Wood Trim. Clothes Hanger Rods and End Brackets. SUBMITTALS Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, finishes, and accessories. QUALITY ASSURANCE Perform work in accordance with AWI Quality Standards. PART 2 - PRODUCTS Pre- Finished Wood Paneling: Acceptable manufacturers: Georgia - Pacific, or approved Substitutions: Conform with provisions of Section 01001. Panel thickness 1!4% Appearance to be selected by Owner's Representative from the manufacturer's standard colors; trim accessories shall match color of panel. Wood Handrails and Trim: Non Slivering hardwood. Submit samples if pre - stained. ACCESSORIES Nails: Size and type to suit application. Contact Adhesives: Water base type. Wall Adhesive: Cartridge type, compatible with wall substrate, capable of achieving durable bond. PART 3 - EXECUTION EXAMINATION AND PREPARATION Tape and sand GWB surfaces of items or assemblies in contact with cementitious materials, before installation. WORKMANSHIP Produce joints which are true, tight and and well nailed with all members assembled in accordance with the Drawings. Make joints to conceal shrinkage; miter exterior joints; cope interior joints, miter or scarf end -to -end joints. Install trim and handrails in pieces as long as possible. On exposed work, set nails for for putty. Screw, do not drive, wood screws. INSTALLATION OF OTHER ITEMS Install in strict accordance with the drawings, and the recommended methods of the manufacturer as approved by the Architect anchoring firmly into position at the prescribed location, straight, plumb and level. FINISHING OF ITEMS NOT PRE - FINISHED Sandpaper finished wood surfaces thoroughly as required to produce a uniformly smooth surface. Always sand in direction of the grain. INSTALLATION - PANELING Install wainscot panels as follows: Install wainscot panels using techniques, fasteners and adhesives per manufacturer's printed recommendations. EASTHAVEN VILLA ADDITION, YELM, WA FINISH CARPENTRY 06200 -1 1 2 3 4 5 6 7 8 9 10 11 Install panels in full sheets wherever possible. Install panels over gypsum board. Butt all edges and joints. CLEANING UP Keep the premises in a neat, safe and orderly condition at all times during execution of this work, free from accumulation of sawdust, cut ends and debris. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA FINISH CARPENTRY 06200 -2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 SECTION 06415 STOCK CABINETS AND PLASTIC LAMINATED COUNTERTOPS PART 1 - GENERAL GENERAL REQUIREMENTS Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of this specification as well as the drawings and this specification section. SECTION INCLUDES Fabricated or stock cabinet units. Countertops. Laminate clad window sills. Cabinet hardware. SUBMITTALS Submit under provisions of Section 01001. Shop Drawings: Indicate materials, component profiles and elevations, assembly methods, joint details, fastening methods, accessory listings, hardware location, and schedule of finishes. Plastic Laminate: Submit two rings of manufacturer's standard color samples. QUALITY ASSURANCE AWI Quality Standard: Comply with applicable requirements of "Architectural Woodwork Quality Standards" published by Architectural Woodwork Institute (AWI), except as otherwise indicated. Perform drawer and door front construction in accordance with AWI Custom quality. QUALIFICATIONS Manufacturer: Company specializing in manufacturing the products specified in this section with minimum five years documented experience. References of at least three projects of similar scope and like quality completed within the last five years is required. DELIVERY, STORAGE, AND HANDLING Deliver, store and handle products to site under provisions of Section 01001. Protect units from moisture damage. FIELD MEASUREMENTS Verify that field measurements are as indicated on shop drawings. COORDINATION Coordinate work under provisions of Section 01001. Coordinate the work with plumbing and electrical rough -in. PART 2 - PRODUCTS WOOD MATERIALS Softwood Lumber: PS 20; graded in accordance with AWI Premium; average moisture content of 6 percent; species and grade as follows: ITEM SPECIES CUT Cabinet Frame Douglas Fir /Larch S4S Internal Construction Douglas Fir /Larch S4S SHEET MATERIALS Softwood Plywood: PS 1; graded in accordance with AWI, core materials of lumber. ITEM THICKNESS CUT Door, Drawer Fronts and Counter Tops 3/4 Inch Plastic Laminate (.050 ") EASTHAVEN VILLA ADDITION, YELM, WA STOCK CABINETS AND PLASTIC LAMINATED COUNTERTOPS 06415 -1 C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 Wood Particleboard: PS 1; AWI standard, composed of wood chips, medium density, made with water resistant adhesive; of grade to suit application; sanded faces, located as follows: ITEM THICKNESS FINISH Door and Drawer Sides and Backs 1/2 Inch Liner Sheet Shelving 3/4 Inch Plastic Laminate (.030 ") Hardboard: Pressed wood fiber with resin binder, tempered grade, 1/4 inch thick, smooth two sides, located as follows: ITEM: Drawer Bottoms PLASTIC LAMINATE ACCEPTABLE MANUFACTURERS: Formica Corp.; Nevamar Decorative Surfaces; Wilsonart International . Substitutions: Under provisions of Section 01001. LAMINATE MATERIALS Plastic Laminate Countertops and General Purpose: Comply NEMA LD3 AWI, 0.050 inch General Purpose quality; color, pattern, and matte surface texture as selected. Postfotmed surfaces: PF -42 (0.042 -inch) nominal thickness. Liner Sheet: High pressure melamine laminate, liner grade. Laminate Backing Sheet: NEMA LD3 BK20 backing grade, undecorated plastic laminate. Edge Treatment: Self -edged with same pattern and surface as adjacent flat surface. ACCESSORIES Adhesive: Type recommended by manufacturer to suit application. Fasteners: Size and type to suit application. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; Mill finish in concealed locations and satin chrome finish in exposed locations. Concealed Joint Fasteners: Threaded steel. Provide 6 inch high, metal trimmed splashes for adjoining side and back walls for all countertops shown on plans. HARDWARE Hardwarestandard: Comply with ANSI /BHMA A 156.9 "American National Standard For Cabinet Hardware." ACCEPTABLE MANUFACTURERS: Drawer and Door Pulls: Stanley Hardware Door Hinges: Stanley Hardware; H'a'fele America Co.; Julius Blum Inc.;. Drawer Slides: Grant Hardware Co.; Accuride; Julius Blum Inc. Adjustable Shelf Structure and Rests: Grant Hardware Co.; Knape & Vogt. Substitutions per Section 01001. Hardware: ANSI/BHMA A 156.9. Finish: Satin Chrome or equivalent Cabinet Shelf Standards and Rests: Adjustable type; Knape & Vogt Mfg. Co. 255 pilaster standard, flush mounted; #239 shelf rests. Wall Shelf Standards and Rests: Adjustable extra heavy duty type; Knape & Vogt Mfg. Co. products 87 -187, single slot type, 12 gauge steel. Provide for 22 inch shelf width. Drawer and Door Pulls: Forms and Surfaces #HC421. Drawer Slides: Accuride #3832, 75# rated, full extension, 2 per drawer. Hinges: Blum #95M350 and #95M360; 110° opening, concealed self - closing type. FABRICATION Shop assemble casework for delivery to site in units easily handled and to permit passage through building openings. Site assembly and installation of casework is permitted at contractor's option. Fit shelves, doors, and exposed edges with plastic laminate material edging of same finish and pattern as face. Use one piece for full length only. Cap exposed plastic laminate finish edges with 1/8 inch vinyl strip material. Door and Drawer Fronts: 3/4 inch thick; flush overlay style. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. EASTHAVEN VILLA ADDITION, YELM, WA STOCK CABINETS AND PLASTIC LAMINATED COUNTERTOPS 06415 -2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Apply laminate backing sheet to reverse side of plastic laminate finished surfaces. Mechanically fasten back splash to countertops with steel brackets at 16 inches on center. Provide cutouts for plumbing fixtures, inserts, appliances, outlet boxes and fixtures and fittings. Verify locations of cutouts from on -site dimensions. Seal contact surfaces of cut edges. PART 3 - EXECUTION PREPARATION Condition woodwork to average prevailing humidity conditions in installation areas prior to installation. EXAMINATION Verify adequacy of backing and support framing. INSTALLATION Prior to installation of architectural woodwork, examine shop fabricated work for completion, and complete work as required, including back priming and removal of packing. Set and secure casework in place; rigid, plumb, and level. Use fixture attachments in concealed locations for wall mounted components. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim for this purpose. Secure cabinet and counter bases to floor using appropriate angles and anchorage. ADJUSTING Adjust work under provisions of Section 01001. Adjust moving or operating parts to function smoothly and correctly. CLEANING Clean work under provisions of 01001. Clean casework, counters, shelves, hardware, fittings and fixtures. CABINET LOCKS AND KEYING Match existing cabinet locks and keying system to Owner master lock and keying system. Provide two keys per lock. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA STOCK CABINETS AND PLASTIC LAMINATED COUNTERTOPS 06415 -3 2 3 4 5 6 PART 1 - GENERAL 7 SECTION 07210 BUILDING INSULATION 8 GENERAL REQUIREMENTS 9 Conform to provisions of Contract, General and Supplementary Conditions to Contract, Division One of 10 this specification as well as drawings and this specification section. 11 12 SECTION INCLUDES 13 Board insulation at perimeter foundation wall. 14 Blanket type building insulation. 15 Acoustic insulation. 16 Mineral fiber sfire afing insulation. 17 18 QUALITY ASSURANCE 19 Installation: Company specializing in installing insulation with three years experience and previous 20 experience installing specified vapor barrier system. 21 Fire Performance Characteristics: Provide insulation materials that are identical to those whose fire 22 performance characteristics, as listed for each material or assembly have been determined by testing by UL 23 or other testing agency acceptable to authorities having jurisdiction. 24 Surface Burning Characteristics: ASTM E 84. 25 Fire Resistance Ratings: ASTM E 119. 26 Combustion Characteristics: ASTM E 136. 27 Cmompatibility: Provide insulation products compatible with other products or systems. 28 29 DELIVERY, STORAGE AND HANDLING 30 General Protection: Protect insulations from physical damage and from becoming wet, soiled or covered 31 with ice or snow. 32 ENVIRONMENTAL REQUIREMENTS 33 Install insulation adhesives in accordance with manufacturer's printed instructions. 34 35 PART 2 - PRODUCTS 36 37 EXTRUDED POLYSTYRENE INSULATION 38 Acceptable Manufacturers: Dow Chemical Co.; UC Industries, Inc. and Amoco Foam Products Co. 39 Substitutions per Section 01001. 40 ASTM C 578, rigid board cellular type conforming to following: 41 Thermal Resistance: R - 5.0 per 1 inch thickness. 42 Compressive Strength: Minimum 25 psi in accordance with ASTM D 1621. 43 Water Absorption: In accordance with ASTM C 272, 0.10 percent by volume maximum. 44 Edges: Square. 45 46 BATT INSULATION 47 Acceptable Manufacturers: Owens- Corning Fiberglass Corp.; Johns Manville and Certainteed Corp. 48 Substitutions per Section 01001. 49 Provide fiberglass batt insulation conforming to following: 50 ASTM C665. 51 Thermal Resistance: R - (see schedule at end of this section). 52 Facing: Unfaced. 53 Surface Burn Characteristics: Maximum flame spread and smoke developed values of 25 and 50, 54 respectively. Install in thicknesses as indicated. 55 56 EASTHAVEN VILLA ADDITION, YELM, WA BUILDING INSULATION 07210 - 1 I ACOUSTIC INSULATION 2 Acceptable Manufacturers: Owens- Corning; Johns Manville and Certainteed Corp. 3 Substitutions per Section 01001. 4 Provide acoustical fiberglass insulation baits conforming to following: 5 F.S. HH- I -521F, Type I, 4" thick. 6 7 MINERAL FIBER FIRE SAFING INSULATION 8 Acceptable Manufacturers: Owens - Corning; Johns Manville and Certainteed Corp. 9 Substitutions per Section 01001. 10 Install, if necessary, to fill voids around pipe and duct penetrations through walls and roof. Install in fire 11 rated wall and roof assemblies. 12 13 ACCESSORIES 14 ADHESIVES: Type recommended by insulation manufacturer for application. 15 TAPE: Pressure- sensitive to match vapor barrier. Tape seal all edges and tears or cuts. 16 INSULATION FASTENERS: As recommended by insulation manufacturer and approved by Project 17 Administrator. 18 19 VAPOR BARRIER: 6 mil thick polyethelene sheet material, unless noted otherwise. 20 21 PART 3 - EXECUTION 22 23 EXAMINATION 24 Verify that substrate, adjacent materials, and insulation boards are dry and ready to receive insulation. 25 26 INSTALLATION - FOUNDATION PERIMETER - BOARD INSULATION 27 Adhere strip of polyethylene sheet over substrate joints with beads of Type I adhesive. Tape seal joints. 28 Apply same adhesive and install boards on foundation perimeter. Stagger joints. Butt edges and ends tight 29 to adjacent board and to protrusions. 30 31 INSTALLATION - BATT INSULATION 32 Install insulation materials to provide continuity of thermal barrier at building enclosure elements, without 33 gaps or voids. Place vapor barrier on warm side of insulation or as shown on drawings. Vapor barrier to be 34 installed continuous without gaps of voids, tape seal all joints and penetrations. 35 36 INSULATION SCHEDULE 37 Perimeter Insulation: R -10, extruded polystyrene, bead adhesive application. 38 Attic Insulation: R -30, fiber glass batts, install vapor barrier on warm side of batts. 39 Wood Framed Wall Insulation: R -19 unfaced (friction fitted between wood stud wall framing). 40 Acoustic Wall and Ceiling Insulation: 4 inches thick at all stud walls in and common to all apartments and 41 apartments to non apartment areas such as laundry room. 42 43 44 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA BUILDING INSULATION 07210 - 2 I SECTION 07311 2 3 ASPHALT SHINGLES 4 5 PART 1 - GENERAL 6 7 SECTION INCLUDES 8 Granular surfaced fiber glass -based asphalt shingle roofing, underlayment, cave, valley, and ridge protection, with 9 metal flashings. 10 11 SUBMITTALS 12 Product Data: Provide data indicating material characteristics, and limitations. 13 14 QUALITY ASSURANCE 15 Perform Work in accordance with NRCA Steep Roofing Manual. 16 17 PART 2 - PRODUCTS 18 19 ASPHALT SHINGLES 20 21 MANUFACTURERS: 22 Certain Teed Corp. "Hearthstead" Roofing Shingles; Owens Corning Corp. "Oakridge II" Shingles; 23 Asphalt Shingles: ASTM D3018, Class A with Type I - Self Sealing; UL Rating of A and Wind Resistance 24 Label, glass fiber mat base, mineral granule surface type; 225 lb /square; self seating type; square type; color 25 as selected. It is the intent of Owner to match existing roof on adjacent building as closely 26 as possible. 27 SHEET MATERIALS 28 Underlavment: Self- adhesive waterproofing underlayment, minimum 60 mils thick. Fiber glass reinforced with 29 SBS modified asphalt, complying with ASTM D 1970 and UL approved. 30 31 ACCESSORIES 32 Nails: Standard round wire shingle hot dipped zinc coated steel type, with 12 gauge shank and minimum 3/8- 33 inch head. Nail must be long enough to penetrate at least 1/8 -inch through APA rated sheathing. No staples 34 allowed. 35 36 FLASHING MATERIALS 37 Sheet Flashings: ASTM A361; 24 gage thick steel with minimum 1.25 oz/sq ft. galvanized coating color as 38 selected. 39 Bituminous Paint: Acid and alkali resistant type; black color. 40 41 Nails: Standard round wire roofing type, hot dipped zinc coated steel; of sufficient length to penetrate wood 42 substrate 1/8 -inch minimum. 43 44 FLASHING FABRICATION 45 Form flashings to profiles indicated on Drawings, and to protect roofing materials from physical damage and shed 46 water. Form sections square and accurate to profile, in maximum possible lengths, free from distortion or defects 47 detrimental to appearance or performance. Hem exposed edges of flashings minimum 1/2 -inch on underside. 48 Apply bituminous paint on concealed surfaces of flashings. 49 50 PART 3 - EXECUTION 51 52 EXAMINATION AND PREPARATION 53 Verify that plumbing stacks and roof penetrations are flashed to deck surface. Verify deck surfaces are dry, free of 54 ridges, warps, or voids. Broom clean surfaces. Place cave and gable edge metal flashings tight with fascia 55 boards. Weather lap joints and seal with plastic cement. Secure flange with nails. Starting from lower edge of 56 starter strip, lay additional 36 inch wide strips of underlayment in lap cement, to produce a two ply membrane. 57 Weather lap plies and nail in place. Lap ends and stagger each consecutive ply. 58 59 INSTALLATION - PROTECTIVE UNDERLAYMENT 60 Place one ply of underlayment over area not protected by cave protection, with ends and edges weather lapped and 61 nailed. Stagger end laps of each consecutive laver. Install perpendicular to slope of roof. Weather lap and seal 62 watertight with plastic cement, items projecting through or mounted on roof. 63 64 INSTALLATION - VALLEY PROTECTION EASTHAVEN VILLA ADDITION, YELM, WA ASPHALT SHINGLES 07311 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Place one ply of roll roofing centered over valleys. Weather lap joints and nail in place. Place one layer of sheet metal flashings, minimum 24 inches wide, centered over open valleys and crimped to guide water. Weather lap joints and nail in place. Apply band of lap cement along each edge of first ply and embed ply of roll roofing centered. Press into cement to encourage bond and nail in place. OR (Alternate method) Extend shingles on both slopes across valley in a weave pattern and fasten. Extend shingles beyond valley center line to achieve woven valley, concealing the valley protection. INSTALLATION - METAL FLASHING Weather lap joints and seal weather tight with plastic cement. Secure in place with concealed fastenings. Flash and seal work projecting through or mounted on roofing with plastic cement, weather tight. INSTALLATION - ASPHALT SHINGLES Install shingles in accordance with manufacturer's instructions. Provide double course of shingles at eaves. Place shingles in straight coursing pattern with required weather exposure to produce double thickness over full roof area. Project first course of shingles 3/4 inch beyond eave boards. Extend shingles 1/2 -inch beyond face of gable edge fascia boards. Cap hips and ridges with individual shingles, maintaining weather exposure. Place to avoid exposed nails. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA ASPHALT SHINGLES 07311 -2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 07460 SIDING PART 1 - GENERAL SUMMARY Section includes sheathing paper, fiber- cement lap siding for walls, related trim, flashings, accessories, and fastenings. SUBMITTALS Samples: Submit sample, 2 -feet in length illustrating surface texture and color. WARRANTY In addition to basic one year warranty covering installation and materials, furnish two year manufacturer warranty for siding products deterioration of finish. PART2- PRODUCTS SIDING Lap siding consisting of fiber- cement material. Manufacturer: HardiPlank by James Hardie Building Products. Substitutions: Not Permitted. Product Description: Planks consist of Portland cement, ground sand, cellulose fiber, select additives and water. Match siding on existing building. APPROVALS Lap Siding: Report No. NER -405 (ICBO); U. S Dept. of Housing and Urban Development ACCESSORIES Nails: Hot dipped galvanized type, non - staining. Building Paper: Spun bonded polyolefin sheeting. Flashings: 28 gage thick metal . Accessory Components: Vented soffits, facias, trim and corner boards of same material and finish as siding. FABRICATION Bevel Size: Match existing building for siding and finished exposure to weather. Surface Texture: Select Cedarmill.. PART 3 - EXECUTION PREPARATION INSTALLATION Install all materials in this section in reference to HardiPlank lap siding installation instructions published June 2001. Leave siding , trim, and corner boards clean, calked and ready for painting. FINISHES Paint Finishing: Specified in Section 09900. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA SIDING 07460 - 1 SECTION 07900 3 JOINT SEALERS 4 5 6 PART 1 -GENERAL 7 8 GENERAL REQUIREMENTS 9 Conform to the provisions of the contract, general and supplementary conditions to the 10 contract, Division One of this specification as well as the drawings and this specification in 11 section. 12 13 SECTION INCLUDES 14 Preparing sealant substrate surfaces. 15 Sealant and backing. 16 17 REFERENCES 18 ANSI /ASTM D 1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and 19 Copolymers (Open -Cell Foam). 20 ASTM C790 - Use of Latex Sealing Compounds. 21 ASTM C804 - Use of Solvent- Release Type Sealants. 22 ASTM C834 - Latex Sealing Compounds. 23 FS TT-C -00598 - Calking Compound, Oil and Resin Base Type. 24 FS TT- S- 001657 - Sealing Compound, Single Component, Butyl Rubber Based, solvent 25 Release Type. 26 FS TT-S -00227 - Sealing Compound: Elastomeric Type, Multi- Component. 27 FS TT -S -00230 - Sealing Compound: Elastomeric Type, Single Component. 28 FS TT -S- 001543 - Sealing Compound, Silicone Rubber Base. 29 SWI (Sealing and Waterproofers Institute) - Sealant and Caulking Guide Specification. 30 31 SUBMITTALS 32 Submit product data, and sample under provisions of Section 01001. Submit samples of 33 colors for color selection. 34 Submit product data indicating sealant chemical characteristics, performance criteria, 35 limitations, color and availability. 36 37 QUALITY ASSURANCE 38 Manufacturer: Company specializing in manufacturing the products specified in this Section 39 with minimum five years experience. 40 Applicator: Experienced in applying the work of this Section with minimum three years 41 experience. 42 43 ENVIRONMENTAL REQUIREMENTS 44 Do not install solvent curing sealants in enclosed building spaces. 45 Maintain temperature and humidity recommended by the sealant manufacturer during and 46 after installation. 47 48 SEQUENCING AND SCHEDULING 49 Coordinate work under provisions of Section 01001. 50 51 WARRANTY 52 Provide three year warranty under provisions of Section 01001. 53 Warranty: Include coverage of installed sealants and accessories which fail to achieve air 54 tight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure. 55 56 EASTHAVEN VILLA ADDITION, YELM, WA JOINT SEALERS 07900 -1 I PART 2 - PRODUCTS 2 3 ACCEPTABLE MANUFACTURERS 4 One -Part Nonacid - Curing Silicone Sealant: 5 Bostik Construction Products Div. Product "Chem -Calk N -Cure 2000" 6 Dow Corning Corp. Product "Dow Corning 795" 7 General Electric Co. Product "Silpruf SCS 2000" 8 Pecora Corp. Product "864" 9 Rhone- Poulenc Inc. Product "Rhodorsil 5C" 10 Tremco, Inc. Product "Spectrum 1" 11 Tremco, Inc. Product "Spectrum 2" 12 13 One -Part Mildew - Resistant Silicone Sealant: 14 Dow Corning Corp. Product "Dow Corning 786" 15 General Electric Co. Product "SCS 1702 Sanitary" 16 Pecora Corp. Product "863 #345 White" 17 Rhone- Poulenc Inc. Product "Rhodorsil 6B White" 18 Tremco Corp. Product "Proglaze White" 19 Sonnebom Building Products Div., Rexnord Chemical Products Inc. Product 20 "OmniPlus" 21 22 One -Part Nonsag Urethane Sealant: 23 Bostik Construction Products Div. Product "Chem -Calk 900" 24 Mameco International Inc. Product "Vulkem 116" 25 Mameco International Inc. Product "Vulkem 921" 26 Pecora Corp. Product "Dynatrol I" 27 Products Research & Chemical Corp. Product "Permapol RC -1" 28 Sika Corp. Product "Sikaflex -la" 29 Sika Corp. Product "Sikaflex -15LM" 30 Sonnebom Building Products Div., Rexnord Chemical Products Inc. Product 31 "Sonolastic NP 1" 32 Tremco Inc. Product "Dymonic" 33 34 One -Part Pourable Urethane Sealant: 35 Bostik Construction Products Div. Product "Chem -Calk 950" 36 Mameco International Inc. Product "Vulkem 45" 37 Pecora Corp. Product "NR -201 Urexpan" 38 Sonnebom Building Products Div., Rexnord Chemical Products Inc. Product 39 "Sonolastic SL -1" 40 41 Butyl Sealant: 42 Bostik Construction Products Div. Product "Chem -Calk 300" 43 Pecora Corp. Product "BC -158" 44 Protective Treatments Inc. Product "PTI 757" 45 Tremco Inc. Product "Tremco Butyl Sealant" 46 47 Acrylic- Emulsion Sealant: 48 Bostik Construction Products Div. Product "Chem -Calk 600" 49 Pecora Corp. Product "AC -20" 50 Sonnebom Building Products Div.; Rexnord Chemical Products Inc. Product 51 "Sonolac" 52 Tremco Inc. Product "Tremco Acrylic Latex 834" 53 54 Acoustical Sealants For Concealed Joints: 55 Pecora Corp. Product "BA -98" 56 Tremco Inc. Product "Tremco Acoustical Sealant" EASTHAVEN VILLA ADDITION, YELM, WA JOINT SEALERS 07900 -2 1 Polyisobulylene Sealant: AAMA 809.2 - 1972 2 3 SEALANTS 4 Acrylic Emulsion Latex: ASTM C834, single component; paintable; color as selected. 5 Polyurethane Sealant: FS TT- S- 00230, Type II - non -sag and Type I - self - levelling, 6 Class A; color as selected by the Owner Representative from the manufacturer's full range 7 of colors. 8 Silicone Sealant: FS TT- S- 01543, Class A, low modulus type; color as selected by the 9 Owner Representative from the manufacturer's full range of colors. 10 Butyl Rubber Sealant: FS TT- S- 001657, Type I one -part type; gray color. 11 Fire Safing Sealant: One and two part silicone penetrating and foam type formulated as a 12 fire and smoke stop system to match rating of element penetrated. 13 14 ACCESSORIES 15 Primer: Non - staining type, recommended by sealant manufacturer to suit application. 16 Joint Cleaner: Non - corrosive and non - staining type, recommended by sealant 17 manufacturer; compatible with joint forming materials. 18 Joint Backing: ANSI /ASTM D1565; round, open cell polyethylene foam rod; oversized 19 larger than joint width. 20 Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit 21 application. 22 23 PART 3 - EXECUTION 24 25 EXAMINATION 26 Verify that joint openings are ready to receive work and field measurements are as shown 27 on Drawings and recommended by the manufacturer. 28 Beginning of installation means installer accepts existing surfaces. 29 30 PREPARATION 31 Clean and prime joints in accordance with manufacturer's instructions. 32 Remove loose materials and foreign matter which might impair adhesion of sealant. 33 Verify that joint backing and release tapes are compatible with sealant. 34 Perform preparation in accordance with ASTM C804 for solvent release and C790 for latex 35 base sealants. 36 Protect elements surrounding the work of this Section from damage or disfiguration. 37 38 INSTALLATION 39 Install sealant in accordance with manufacturer's instructions. 40 Measure joint dimensions and size materials to achieve required width/depth ratios. 41 Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. 42 Install bond breaker where joint backing is not used. 43 Apply sealant within recommended application temperature ranges. Consult manufacturer 44 when sealant cannot be applied within these temperature ranges. 45 Install sealant free of air pockets, foreign embedded matter, ridges, and sags. 46 Tool joints concave. 47 48 CLEANING AND REPAIRING 49 Clean work under provisions of Section 01001. 50 Clean adjacent soiled surfaces. 51 Repair or replace defaced or disfigured finishes caused by work of this Section. 52 53 PROTECTION OF FINISHED WORK 54 Protect finished installation under provisions of Section 01001. 55 Protect sealants until cured. 56 EASTHAVEN VILLA ADDITION, YELM, WA JOINT SEALERS 07900 -3 1 SCHEDULE 2 Without limitation and unless otherwise recommended by sealant install 3 4 follows: Location Type manufacturer, as Color 5 Window perimeter Polyurethane Type I As selected 6 Metal Assemblies Silicone Acid Curing To match 7 Door Frame /Walls Polyurethane Type I As selected 8 Under Thresholds Butyl Gray 9 General Purpose Interior Acrylic Latex As selected 10 Concrete Flatwork Polyurethane Type II Gray 11 General Purpose Exterior Polyurethane Type I As selected 12 Structural Glazing Silicone Acid Curing Clear 13 Flashing & Sheet Metal Polyisobutylene To match paint 14 Walls & Floor Penetrations 15 16 17 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA JOINT SEALERS 07900 -4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 SECTION 08111 STEEL DOORS AND FRAMES PART 1 - GENERAL GENERAL REQUIREMENTS Conform to provisions of Contract, General and Supplementary Conditions of the Contract, Division One of this specification as well as drawings and this specification section. SECTION INCLUDES Steel doors and frames. REFERENCES DHI - Door Hardware Institute: The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. SDI -100 - Standard Steel Doors and Frames. SDI -105 - Recommended Erection Instructions for Steel Frames. QUALITY ASSURANCE Conform to requirements of SDI -100. Fire Door Assembly: Doors noted as fire rated shall comply with NFPA No 252 and have been fire tested, rated and labeled in accordance with ASTM E 152. Furnish each door with metal label from certified testing authority as evidence of rating, with label indicating rating in hours of duration of exposure to fire. SUBMITTALS Submit shop drawings and product data under provisions of Section 01001. Indicate frame configuration, anchor types and spacings, location of cutouts for hardware, reinforcement, and finish. Indicate door elevations, internal reinforcement, closure method, and cutouts for glazing and louvers. Submit manufacturer's installation instructions under provisions of Section 01001. DELIVERY, STORAGE AND PROTECTION Protect products under provisions of Section 01001. Protect doors and frames with resilient packaging sealed with heat shrunk plastic. Break seal on -site to permit ventilation. PART 2 - PRODUCTS ACCEPTABLE MANUFACTURERS Manufacturer: Subject to compliance with requirements, provide steel doors and frames by one of the ftdicri� :Standard Co., Steelcraft; CECO Corporation; Republic Builders Product Corp., Mesker Industries, Inc., or Curries Co. Substitutions: Under provisions of Section 01001. Doors: SDI -100 Grade II Model 2, insulated. Frames: 16 gage core thickness. To suit grade and model of door. Types: Provide Door and Frame types per Door Schedule. DOOR CORE Core: Polyurethane insulation for standard hollow metal doors and mineral fiber core for fire rated doors. Insulated door insulation value of R -11. EASTHAVEN VILLA ADDITION, YELM, WA STEEL DOORS AND FRAMES 08111 - 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ACCESSORIES Rubber Silencers Resilient rubber. Glazing Stops: Rolled steel channel shape, butted mitered corners; prepared for countersink style screws. Glazing: Safety glass, clear, heat strengthened fully tempered 1/4 inch thick. Flashing: Provide factory finished drip flashing at exterior doors. FABRICATION Fabricate frames as welded unit (knock down field assembly not acceptable). Fabricate frames and doors with hardware reinforcement plates welded in place. Provide mortar guard boxes. Prepare frame for silencers. Provide three single rubber silencers for single doors and mullions of double doors on strike side, and two single silencers on frame head at double doors without mullions. FINISH Primer. Baked on zinc - chromate primer. PART 3 - EXECUTION INSTALLATION Install frames in accordance with SDI -105. Coordinate with wall construction for anchor placement. Install doors in accordance with DHI. Install glass and glazing of door units. TOLERANCES Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. ADJUSTING AND CLEANING Adjust for smooth and balanced door movement. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA STEEL DOORS AND FRAMES 08111 - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 08340 CLOSET DOORS PART 1 - GENERAL SECTION INCLUDES Closet doors and operating hardware. SUBMITTALS Samples: Submit two of door veneer,4 x 4 inch in size illustrating color, and finish. QUALITY ASSURANCE Perform work in accordance with the ANSI/NWWDA I.S.1. PART 2 - PRODUCTS DOOR TYPES Manufacturers: Hinged Closet Doors: 1 3 /8- inches thick, hollow core construction; flush face wood ; fitted for hardware. Bi- folding Closet Doors: 1 3/8- inches thick; hollow core construction; flush face; fitted for hardware. Flush Closet Doors: 1- 3 /8- inches thick; hollow core construction. FLUSH DOOR FACING Wood Veneer. ANSI /NWWDA Good grade, Red Oak species wood, rotary sliced with random match grain, for paint finish. Adhesive: ANSI /NWWDA, Type 11. ACCESSORIES Pivot Door Top and Bottom Track: Extruded aluminum configured to support door assembly, pivots of steel pins with nylon bearing. Closet Door Hardware: Door pulls of aluminum anodized bronze finish, with center track stop. PART 3 - EXECUTION EXAMINATION Verify that opening sizes and tolerances are acceptable. Do not install doors in frame openings that are not plumb or are out -of- tolerance for size or alignment. INSTALLATION Install doors in accordance with manufacturer's instructions. Trim door width by cutting equally on both jamb edges. Trim door height by cutting bottom edges to maximum of 3/4 inch. Machine cut for hardware. Install doors, plumb and level. Adjust door for smooth and balanced door movement. ERECTION TOLERANCES Maximum Diagonal Distortion (Warp): 1/8 -inch measured with straight edge or taut string, corner to corner. Maximum Vertical Distortion (Bow): 1/8 -inch measured with straight edge or taut string, top to bottom. Maximum Width Distortion (Cup): 118 -inch measured with straight edge or taut string, edge to edge. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA CLOSET DOORS 08340 -1 I SECTION 08630 2 3 VINYL WINDOWS 4 5 6 PART 1 - GENERAL 7 8 GENERAL REQUIREMENTS 9 Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One 10 of this specification as well as the drawings and this specification section. 11 12 SECTION INCLUDES 13 factory fabricated tubular extruded polyvinyl chloride (PVC) windows with fixed and operating sash. 14 Shop glazed and framed insect screens. 15 Perimeter sealant. 16 17 SYSTEM DESCRIPTION 18 Windows: Extruded tubular PVC sections bearing AAMA label, factory fabricated, vision glass, related 19 flashings, anchorage and attachment devices. 20 Configuration: Fixed and horizontal sliding sash. 21 22 SUBMITTALS 23 Submit shop drawings and product data under provisions of Section 01001. 24 Include system and component dimensions; components within assembly; framed opening requirements and 25 tolerances; anchorage and fasteners; glass and infills; door hardware requirements; and affected related work. 26 27 QUALITY ASSURANCE 28 Manufacturer: Company specializing in manufacturing PVC windows with minimum ten years experience. 29 30 DELIVERY, STORAGE, AND HANDLING 31 Deliver, store, protect and handle system components under provisions of Section 01001. 32 Protect finishes from abrasion or other damage. 33 34 WARRANTY 35 Provide ten year manufacturer's warranty under provisions of Section 01001. 36 Warranty: Cover complete system including insulating glass units for failure to meet specified requirements. 37 38 PART 2 - PRODUCTS 39 40 MANUFACTURERS 41 Milgard Manufacturing, Inc., Tacoma, WA; Insulate Industries, Auburn, WA; or approved. Substitutions: 42 Conform with provisions of Section 01001. 43 44 MATERIALS 45 Rigid PVC extrusions shall comply with AAMA 303. 46 Fasteners: Stainless Steel. 47 48 COMPONENTS 49 Frames: 3 -3/8 inch minimum depth profile, corners fusion welded and cleaned. 50 Mullions: Integral with main frame including aluminum or steel reinforcement. 51 Insect Screen Frame: Rolled aluminum frame of rectangular sections, fit with injection molded corner keys, 52 nominal size similar to operable glazed units. 53 Insect Screens: Glass fiber screen cloth - Aluinum finish, 16 mesh. 54 Operable sash weather- stripping: Manufacturer's standard to run continuous around entire perimeter of 55 ventilator and frame to form tight seal. 56 Hardware: Hardware shall be stainless steel, aluminum or other corrosion resistant base metal. 57 58 GLASS AND GLAZING MATERIALS 59 Glass and Glazing Materials: As specified in Section 08800. 60 61 FABRICATION EASTHAVEN VILLA ADDITION, YELM, WA VINYL WINDOWS 08630- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Fabricate framing, mullions and sash members with fusion welded corners and joints, in a rigid jig. Rigidly fit and secure joints and corners with internal reinforcement where required for structural rigidity. Pre -glaze units at factory for applications indicated. Units shall be inside glazed for easy replacement and service from interior. Form nail flange as an integral component of frame. Arrange fasteners to be concealed from view. Permit interior drainage weep holes and channels to migrate moisture to exterior. Provide internal drainage of glazing spaces to exterior through weep holes. Assemble insect screen frame with molded corner keys. Fit mesh taut into frame secure. Fit frame with spring loaded retainers. Weather strip operable units. FINISHES Exterior and interior Surfaces: Match color to existing windows in main facility. Screens: Aluminum. Operators: White baked enamel. PART 3 - EXECUTION EXAMINATION AND PREPARATION Verify existing conditions before starting work. Verify wall openings and adjoining vapor seal materials are ready to receive work of this Section. Beginning of installation means acceptance of existing conditions. INSTALLATION Install window frames, factory installed glass and glazing and hardware in accordance with manufacturer's instructions. Use anchorage devices to securely attach frame assembly to structure. Headers must not be nailed. Full support is required along entire length of sill. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work. Install head flashings. Pack expanding foam insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. Install glass in accordance with Section 08800, using specified method of glazing. Install perimeter sealant and backing materials in accordance with Section 07900. Adjust operating hardware. CLEANING Remove protective material from prefinished aluminum surfaces only after adjacent concrete walks have been poured and cured. Wash down exposed surfaces using a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean.Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to sealant manufacturer. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA VINYL WINDOWS 08630- 2 SECTION 08712 3 FINISH HARDWARE 4 5 6 PART 1 - GENERAL 8 GENERAL REQUIREMENTS 9 Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of this 10 specification as well as the drawings and this specification section. 11 12 SECTION INCLUDES 13 Work under this section includes the complete finish hardware requirements for the project. Quantities listed are 14 for the contractor's convenience only and are not guaranteed. Items not specifically mentioned but necessary to 15 complete the work shall be furnished, matching the items specified in quality and finish. 16 17 COORDINATION 18 Coordinate work of this Section with other directly affected Sections involving manufacturer of any internal 19 reinforcement for door hardware. 20 21 QUALITY ASSURANCE: 22 Supplier: Finish hardware shall be supplied by a factory authorized builder's hardware distributor for products as 23 specified, or approved and who has been furnishing hardware in the same area as the project for a period of not 24 less than three years The supplier shall be available at all reasonable times during the course of work to meet 25 with the Owner's Representative and Contractor for project hardware consultation. 26 Installer. Finish hardware shall be installed only by experienced trademen, either at the door and frame fabrication 27 plant or at the project site. 28 29 REGULATORY REQUIREMENTS 30 All finish hardware shall comply with applicable local and current building codes. 31 32 Hardware for fire -rated openings shall also be in compliance with all fire building codes applicable to the district 33 in which the building is located. Provide only hardware which has been tested and listed by Building Department 34 approved testing laboratory for the types and sizes of doors required and which complies with the requirements of 35 the door and door frame labels. 36 Provide hardware which meets or exceeds handicap accessibility per Washington State and local building codes. 37 38 Emergency Exit Devices: Where emergency exit devices are required on fire rated doors, provide UL or FM label 39 on exit device indicating "Fire Exit Hardware." 40 41 SUBMITTALS: 42 Hardware Schedule: At the earliest possible date, submit five (5) copies of the finish hardware schedule 43 including manufacturer's data for each item of finish hardware, organized into "hardware Sets" and indicating 44 complete designation of every item required for each door opening. Each door must have a complete hardware set 45 for that door. No multiple doors or headings using a "typical" hardware set will be approved. Approval of the 46 hardware schedule does not relieve the contractor of the responsibility to fulfill the project requirements in 47 accordance with the contract documents. 48 Submit hardware schedule, shop drawings, and product data under provisions of Section 01001. 49 50 OPERATION AND MAINTENANCE DATA 51 Submit operation and maintenance data under provisions of Section 01001. 52 Include data on operating hardware, lubrication requirements, inspection procedures related to preventative 53 maintenance and parts lists. 54 After the schedules have been approved by the Owner's Representative, submit five copies of the corrected 55 schedules to the contractor for use and distribution. One additional copy of the corrected schedules plus catalog 56 cuts of each item and installation and maintenance instructions shall be sent to the Owner. 57 EASTHAVEN VILLA ADDITION, YELM, WA FINISH HARDWARE 08712 -1 1 Templates: Furnish approved hardware schedule and templates for each fabricator of doors, frames and other work 2 to be factory prepared for the installation of hardware. Upon request, check the shop drawings of such other work 3 to confirm that adequate provisions will be made for the proper installation of hardware. 4 5 PRODUCT HANDLING AND STORAGE: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Packaging: Each item or package is to be separately tagged with identification related to the final hardware schedule. Basic installation instructions shall be included in the packages. Storage: The General Contractor shall provide a locked room at the jobsite for the storage of hardware. Inventory : At the Contractor's option it shall be the hardware suppliers responsibility to inventory the hardware with a representative of the Contractor at or shortly after the hardware is delivered to the jobsite for the purpose of verifying quantities shipped and applied to particular headings of the approved hardware schedule and packing list. If the hardware is to be stored per heading it is the Contractor's responsibility to provide adequate room and shelving for this purpose. GUARANTEE: Finish hardware shall carry a limited warranty against defects in material, workmanship and operation for a period of one year, backed by a factory warranty of the hardware manufacturer, except the door closers shall have a five vear warranty. PART 2 - PRODUCTS SUBSTITUTIONS: Substitutions under provisions of Section 01001. KEYING: All cylinders shall be construction keyed: Provide 8 construction keys. Permanent Core Cylinder and Keys: Provide directly to the Owner permanent cores for lock and latch sets with two (2) key blanks for each core cylinder and eight (8) master key blanks. Keys shall be keyed to the Owner's Master Key System. All keys shall be stamped "DO NOT DUPLICATE ". Submit a keying schedule in accordance with the instructions from the Owner's Representative. FINISH: Exposed surfaces of all hardware shall be US26D DULL CHROME or US32D SS Surface Door Closers to be sprayed to match adjacent hardware. MATERIALS: The use of hardware manufacturers product numbers and designs is for the purpose of identifying type, function and quality. HINGES, BUTTS AND PIVOTS Acceptable Manufacturers: Hager (listed); Bommer; Mckinney or Stanley. NOTE: Butt sizes are to be modified if door trim interferes with the fullest possible degree of opening for doors. For unusual size or weight doors, furnish type, size and quantity recommended by the butt manufacturer. All exterior and interior reverse bevel locked doors to have nonremovable pins (NRP). Exterior hinges to be stainless steel 630. LOCKS, LATCHES, CYLINDERS AND EXIT DEVICES: Strikes: Provide manufacturer's standard wrought box strike for each latch or lock bolt, with curved lip extended to protect frame. Finish to match hardware set. Protected back strike required for all pairs of doors. Latch and Lockset Manufacturers: Best (Listed), Schlage, Corbin Russwin, Falcon, or Sargent. Design: 15K Finish: US26D Dull Chrome. B ackse t: 2-3/4-inches. Exit Devices: Acceptable Manufacturers : Von Duprin, Corbin/Russwin , Sargent or NT Monarch Hardware. EASTHAVEN VILLA ADDITION, YELM, WA FINISH HARDWARE 08712 I DOOR CLOSERS: 2 Acceptable Manufacturers: LCN (listed); Norton or Sargent 3 Size as recommended by manufacturer. Spray Closers aluminum lacquer to match adjacent hardware. 4 Whether specified or not provide the proper feet to suit the conditions and the proper length arm to allow, 5 fullest degree of door opening. Provide drop plates where required. Contractor shall install all the screws 6 required for the foot. Provide special closer mounting as required where interference with weatherstrip or 7 sound seal occurs. Door closer foot brackets shall be rabbet applied where soffit width is not wide enough to 8 clear the door seal. Provide 10 year guarantee. 9 10 WEATHERSTRIP, SMOKE SEALS AND THRESHOLDS: 11 Acceptable Manufacturers: Pemko, National Guard or Reese. Finish: Extruded aluminum with clear 12 anodized finsh. 13 Where it occurs weatherstrip shall be applied to both sides of a mullion. All thresholds to have 450SL Sil- 14 lok anchor where indicated in the detailed hardware list. The Hardware supplier shall advise the general 15 contractor concerning floor preparation for the Sil -lok anchors and shall order for immediate shipment on 16 receipt of approved Hardware Schedule. Door seal shall be adjusted to allow closing and latching of the door 17 without slamming. 18 19 DOOR SILENCERS: 20 Acceptable Manufacturers: BBW; Glynn- Johnson or Ives. 21 Quantity: Furnish three (3) for each single door frame and four (4) for each 22 Provide W07 For HM Frames; W08 For Wood Frames 23 24 MISCELLANEOUS HARDWARE 25 General: Provide manufacturer's standard miscellaneous hardware of types listed below for doors as 26 scheduled. inch diameter rods of brass, bronze or stainless steel 27 Flush Bolts and Dustproof Strikes: Minimum of 1/2 - 28 with minimum 12 -inch long rod. 29 Approved manufacturers: Ives Quality, Builders Brass Works, Glynn- Johnson. 30 Stops: Acceptable Manufacturers: BBW or Quality. 31 There shall be stops to protect all walls, cabinet work or hardware operation. Wall Stops shall be used 32 wherever possible, unless otherwise called for in the hardware types. Where floor stops are used they shall be 33 installed no farther than 8" from the latch edge of the door. 34 Overhead Stops And Holders: Acceptable Manufacturers: Rixson; Glynn or Johnson. 35 Utilize series specified in hardware groups and size as per manufacturer's recommendation 36 37 PART 3 - EXECUTION 38 39 PREPARATION 40 Provide solid blocking for all wall stops and bumpers. 41 Fasteners: Check all conditions and use fastening devices as needed to secure or anchor All hardware as per 42 manufacturer's published templates. Self tapping sheet metal screws are not acceptable. All closers and exit 43 devices on wood doors shall be thru bolted. Contractor shall be responsible for drilling wood or metal with the 44 recommended hole sizes. 45 46 INSPECTION ceive work and dimensions are as indicated on shop drawings or as 47 Verify that doors and frames are ready to re 48 instructed by the manufacturer. 49 Beginning of installation means acceptance of existing conditions. 50 51 INSTALLATION 52 The Owner Representative shall be responsible for proper installation and operation of hardware in locations 53 specified. DOOR CLOSERS SHALL BE INSTALLED AND ADJUSTED TO CLOSE AND LATCH THE 54 DOOR WITHOUT SLAMMING. 55 The Owner Representative shall protect exposed hardware surfaces during construction period from damage to 56 products and finishes. 57 Mounting Heights: Mount units at heights recommended in "Recommended Locations for EASTHAVEN VILLA ADDITION, YELM, WA FINISH HARDWARE 08712 -3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Builders Hardware for BHMA" or in strict compliance with applicable codes. Install each hardware item in compliance with manufacturer's instructions. Whenever cutting and fitting are required to install hardware on surfaces which will be painted or finished at a later time, install each item completely and then remove and store in a secure place. After completion of the finishes, reinstall each item. ADJUSTMENT: Adjust and check each operating item of hardware at each door to ensure proper operation or function of every unit. Clean adjacent surfaces soiled by hardware installation and adjustment. Whenever hardware installation is made more than one month prior to acceptance or occupancy, make a final check and adjustment of all hardware items during the week prior to acceptance. Clean and lubricate operating items necessary to restore proper function and finish of hardware. Adjust door control devices to compensate for final operation for heating and ventilating equipment. Instruct owner's personnel in proper operation and maintenance of hardware and hardware finishes. Replace units which cannot be adjusted to operate properly. HARDWARE GROUPS: Refer to Door Schedule and Specifications for related information concerning the following Hardware Groups: Model numbers are referenced to the first listed acceptable manufacturer under each type of hardware noted above. HW 1 PR BUTTS BB1279 3 PR BUTTS BB 1191 NRP 1 EA CYLINDER 1E74 2 EA EXIT DEVICE 33NL -TP WITH LEVER TRIM 33TL DESIGN #06 2 EA CLOSER 4040 1 EA STOP WC9XT 1 EA THRESHOLD Door Manufacturer's Standard 1 EA DOOR BOTTOM 315CN 1 EA WEATHERSTRIP Door manufacturer's standard 1 EA WEATHERSTRIP Door Manufacturer's Standard HW 2 11/2 PR BUTTS BB1279 1 EA LOCKSET 73K7AI5KCSTK626 OR APPROVED 1 EA CLOSER 4041 1 EA STOP WC9XT 1 EA KICKPLATE #37 10" X 32 " LTDW 1 EA SMOKE SEAL PEMKO PK33 HW 3 I PR BUTTS 1279 1 EA LATCHSET 73KOL15KCSTK626 1 EA STOP WC9XT 3 EA SILENCERS BBW W 07 METAL FRAMES W 06 WOOD 1 EA KICKPLATE FRAMES HW 4 Pocket Door hardware supplied by door manufacturer. HW 5 11/2 PR BUTTS BB 1279 1 EA LOCKSET 73K7A 15KCSTK626 OR APPROVED 1 EA CLOSER 4041 1 EA STOP WC9XT 1 EA KICKPLATE #37 10" X 32 " LTDW 1 EA SMOKE SEAL PEMKO PK33 EASTHAVEN VILLA ADDITION, YELM, WA FINISH HARDWARE 08712 -4 O t u I HW 6 2 11/2 PR BLJTTS BB 1279 3 1 EA LATCHSET 73KOL15KCSTK626 4 1 EA STOP WC9XT 5 1 EA KICKPLATE #37 10" X 32 " LTDW 6 3 EA SILENCERS BBW W 07 METAL FRAMES W 06 WOOD 7 FRAMES 8 9 10 11 12 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA FINISH HARDWARE 08712 -5 I SECTION 08800 2 3 GLASS AND GLAZING 4 5 6 PART i - GENERAL 7 8 GENERAL REQUIREMENTS 9 Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of 10 this specification as well as the drawings and this specification section. 11 12 SECTION INCLUDES 13 Glass and glazing for Doors and Windows. 14 15 SYSTEM DESCRIPTION 16 Glass and glazing materials of this Section shall provide continuity of building enclosure vapor and air barrier. 17 Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass. 18 19 SUBMITTALS 20 Product Data on Glass Types Specified: Provide physical and environmental characteristics, size limitations, and special 21 installation requirements. 22 Product Data on Glazing Compounds: Provide chemical characteristics, limitations, special application requirements. 23 Identify available colors. 24 Samples: Submit two samples 12 x 12 inches in size, illustrating glass units. 25 26 QUALITY ASSURANCE 27 Perform Work in accordance with FGMA Glazing Manual, FGMA Sealant Manual, except where more stringent 28 requirements are indicated. 29 Safety Glazing Standard; Where safety glass is indicated or required by authorities havind jurisdiction, provide type of 30 products indicated that comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category II 31 materials. 32 Insulating Glass Certification Program: Provide insulating glass units permanently marked either with spacers or at 33 least one component pane of units with appropriate certification label of inspecting and testing organization indicated 34 below. 35 1. Insulating Certification Council (IGCC). 36 2. Associated Laboratories(ALI). 37 38 Single Source Responsibility for Glass: To ensure consistent quality of appearance and performance, provide materials 39 produced by single source manufacturer or fabricator for each kind and condition of glass indicated. 40 41 DELIVERY, STORAGE AND HANDLING 42 Protect glass and glazing materials during delivery, storage and handling to comply with manufacturer's directions and 43 as required to prevent edge damage to glass. 44 45 PROJECT CONDITIONS 46 Environmental Conditions: Do not proceed with glazing when ambient and substrate temperature conditions are outside 47 the limits permitted by glazing material manufacturer. 48 49 WARRANTY 50 Provide five year warranty under provisions of Section 01001 including coverage for sealed glass units from seal failure, 51 interpane dusting or misting, and replacement of same. 52 53 PART 2 - PRODUCTS 54 55 GLASS MATERIALS 56 Float Glass Type FG -A: Clear, furnish conforming to ASTM C 1036 requirements, Standard Specification, 1/4 inch 57 nominal thickness. EASTHAVEN VILLA ADDITION, YELM, WA GLASS AND GLAZING 08800 -1 I Safety Glass Type FG -B: Intepane of exterior glazing and interior relites shall be clear; heat strengthened fully 2 tempered/ or laminated with plastic interlayer conforming to ANSI Z97.1; 5/16 inch nominal thick. Exterior sheet of 3 exterior glazing shall be tinted, with a shading coefficient of 0.69 and a total solar transmittance of 46 %. Color of tint 4 as selected by Owner Representative. 5 Insulated Glass Units Type SG -A: Double pane with silicone sealant edge seal; interpane of clear float glass, space 6 purged dry air at 1/2 inch nominal; total unit thickness of one inch minimum. Exterior sheet of exterior glazing shall be 7 tinted, with a shading coefficient of 0.69 and a total solar transmittance of 46 %. Color of tint as selected by Owner 8 Representative. 9 Clear Plate Wired Glass: Furnish conforming to Fed. Spec. DD -G -4511), clear polished plate glass 1/4 inch thick, 10 rectangular pattern mesh wire reinforcing, U.L. listed or approved. 11 Tempered Glass: Furnish conforming to ASTM 1043 -91. 12 Low Emissivity - Coated Insulating Glass Units: Manufacturer's standard units with one pane of glass coated with 13 durable, nuetral colored, low- emissivity metallic coating on interior pane of thermal unit. Performance characterisitcs: 14 Visible light transmittance of 72 percen, summer daytime U -value of 0.36, winter night time U -value of 0.48, shading 15 coefficient of 0.55, and solar reflectance of 27 percent. 16 Exterior Pane of thermal units: Tinted float glass. 17 18 GLAZING COMPOUNDS 19 Sealant: Covered under Section 07900. 20 21 GLAZING ACCESSORIES 22 Glazing Gaskets: Molded or extruded neoprene gaskets of the profile and hardness required for watertight construction. 23 Comply with ASTM D2000 designation 2BC 415 to 3BC 620, black; or type recommended by accepted window 24 manufacturer. 25 Setting Blocks: Neoprene; 10 - 90 Shore A Durometer hardness. 26 Spacer Shims: Neoprene; 50 - 60 Shore A Durometer hardness, self adhesive on one face. 27 Glazing Tape: Preformed butyl compound with integral resilient tube spacing device closed cell polyvinyl chloride 28 foam, maximum water absorption by volume of 2 percent, designed for compression of 25 percent to effect an air and 29 vapor seal. 30 Color as selected by Owner Representative. 31 32 PART 3 - EXECUTION 33 34 EXAMINATION AND INSTALLED 35 Site Glazing: Do no glazing in damp or rainy weather. Verify that openings for glazing are correctly sized, within 36 tolerance, and glazing channels or recesses are clean, free of obstructions, and ready to receive glazing. Seal porous 37 glazing channels or recesses with substrate compatible primer or sealer per sealant manufacturer's recommendations. 38 Install glass glazing types at locations shown on drawings. Keep labels indicating manufacturer, quality and thickness 39 on glass until installation has been approved by Owner Representative. Absence of label constitutes cause for rejection. 40 41 CLEANING & PROTECTION 42 Remove glazing materials from finish surfaces. 43 Protect exterior glass from breakage immediately upon installation, by attachment of crossed streamers to framing held 44 away from glass. Do not apply markers of any type to surfaces of glass. 45 Remove labels after Work is complete. 46 Clean glass: Wash and polish glass on both faces not more than 4 days prior to Owner Representative's acceptance of 47 the work. Comply with glass manufacturer's recommendations. 48 49 50 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA GLASS AND GLAZING 08800 -2 SECTION 09260 3 GYPSUM BOARD SYSTEMS 4 5 6 PART 1 - GENERAL 7 8 GENERAL REQUIREMENTS 9 Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One 10 of this specification as well as the drawings and this specification section. 11 12 WORK INCLUDED 13 Gypsum board, wall and ceiling installation. 14 Taped and sanded joint treatment. 15 16 QUALITY ASSURANCE 17 Fire Resistance Ratings: Where indicated, provide materials and construction per ASTM 119. 18 Applicator: Company specializing in gypsum board systems work. 19 20 DELIVERY, STORAGE AND HANDLING 21 Deliver materials in original packages bearing name of manufuacturer and product identifaction. 22 Store materials under cover, inside of building. Keep dry and protected against damage from weather, sunlight, 23 surface contamination, corrosion, construction traffic and other causes. Neatly stack gypsum boards to prevent 24 bowing and sagging. 25 PROJECT CONDITIONS 26 Minimum Room Temperatures: For adhesive attachment and finishing of gypsum board maintain 50a F. for 27 48 hours prior to application and continously thereafter. 28 Ventilate rooms after taping. Avoid drying too rapidly. 29 30 REGULATORY REQUIREMENTS 31 Conform to applicable local and state codes for fire rated assemblies. 32 33 PART 2 - PRODUCTS 34 35 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD SYSTEM 36 U. S. Gypsum. 37 Other acceptable manufacturers offering equivalent products: 38 Gold Bond National Gypsum. 39 Flintcote (Genstar). 40 James Hardie. 41 Georgia Pacific. 42 Substitutions: Under provisions of Section 01001. 43 44 GYPSUM BOARD MATERIALS 45 Fire Rated Gypsum Board: ANSI /ASTM C36; fire resistive type X, UL rated; 5/8 inch thick, maximum 46 permissible length; ends square cut, tapered and beveled edges. 47 Water Resistant Gypsum Backing Board: ASTM C 60, 518 -inch thick. 48 49 ACCESSORIES 50 Corner Beads: Metal. Metal and paper combination. Comply with ASTM C 1047. 51 Edge Trim: GA 201 and GA 216; Milcor #66 bead. Comply with ASTM C 1047. 52 Joint Materials: Comply with ASTM C 475 and 840, GA 201 and GA 216; reinforcing tape, joint compound, 53 adhesive, water, and fasteners. 54 Joint Compounds: Factory pre - packaged vinyl based products complying with following: 55 1. Ready Mix Formulation: Factory premixed product. 56 2. Job Mixed Formulation: Powder product for mixing with water at project site. 57 EASTHAVEN VILLA ADDITION, YELM, WA GYPSUM BOARD SYSTEMS 09260 -1 2 PART 3 - EXECUTION 3 4 INSPECTION 5 Verify that site conditions are ready to receive work. Beginning of installation means acceptance of substrate. 6 7 GYPSUM BOARD INSTALLATION 8 Install gypsum board in accordance with manufacturer's printed instructions. 9 Erect single layer fire rated gypsum board vertically, with edges and ends occurring over firm bearing. 10 Use screws when fastening gypsum board to metal furring or framing. Double ceiling layers shall be screwed 11 minimum 1 inch into solid framing members at 6 inches o.c. 12 Treat cut edges and holes in moisture resistant gypsum board with sealant. 13 Place corner beads at external corners as indicated. Use longest practical length. Place edge trim where gypsum 14 board abuts dissimilar materials as indicated. 15 16 JOINT TREATMENT 17 Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. 18 Feather coats onto adjoining surfaces so that camber is maximum 1/16 inch. 19 Erect in accordance with manufacturer's printed instructions. 20 21 TOLERANCES 22 Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction. 23 24 25 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA GYPSUM BOARD SYSTEMS 09260 -2 I SECTION 09511 2 3 ACOUSTIC TILE 4 5 6 PART 1 - GENERAL 7 8 GENERAL REQUIREMENTS 9 Conform to the provitions of the contract, general and supplementary conditions to the contract, Division One of this 10 specifiction as well as the drawings and this specification section. 11 12 SECTION INCLUDES 13 Acoustic ceiling tiles mounted on gypsum board. 14 15 QUALITY ASSURANCE 16 Manufacturer: Company specializing in manufacture of ceiling tiles with three years minimum experience. 17 Installer: Company with three years minimum experience. 18 19 SUBMITTALS 20 Submit product data under provisions of Section 01001. 21 22 ENVIRONMENTAL REQUIREMENTS 23 Maintain uniform temperature of minimum 70 degrees F. and humidity of 20 to 40 percent prior to, during, and 24 after installation. 25 26 SEQUENCING /SCHEDULING 27 Do not install acoustical ceilings until building is enclosed, sufficient heat is provided, dust generating activities 28 have terminated, and overhead work is completed, tested, and approved. 29 Schedule installation of acoustical tiles after interior wet work is dry. 30 31 EXTRA STOCK 32 Provide extra quantity of acoustical tiles under provisions of Section 01001. 33 34 PART 2 - PRODUCTS 35 36 ACCEPTABLE MANUFACTURERS - ACOUSTICAL TILES 37 U. S. Gypsum 38 Armstrong 39 Celotex 40 Substitutions: Under provisions of Section 01001. 41 42 ACOUSTIC UNIT MATERIALS 43 Acoustic Tiles: Conforming to the following: 44 Size: 12 X 12 inches. 45 Thickness: 3/4 inch. 46 Composition: Mineral fiber. 47 Density: 1.02 lb /cu ft. 48 Light Reflectance: 75 percent. 49 NRC Range: 50 to 60. 50 STC Range: 40 to 44. 51 Edge: Square, butt joint or T & G. 52 Surface Color: White. 53 Surface Finish: Non - directional heavy fissured, pattern as selected by Owner Representative. 54 55 ADHESIVE 56 Nonstaining type suitable for work, best grade available. 57 Manufacturers: Webtex Co.; W.W. Henry Co., or approved. 58 59 EDGE MOLDING 60 Steel "U" molding with baked enamel finish. Plastic may be approved if submitted for approval before bid 61 opening and accepted by Owner's Representative. 62 EASTHAVEN VILLA ADDITION, YELM, WA ACOUSTIC TILE 09511 -1 14 I PART 3 - EXECUTION 2 3 INSPECTION 4 Verify that existing conditions are ready to receive work. 5 Beginning of installation means acceptance of existing conditions. 6 7 INSTALLATION 8 Install system in accordance with manufacturer's instructions and as supplemented in this Section. Lay out tile 9 symmetrically about center lines of room unless approved by Owner's Representative. Leave tile in true plane 10 with straight and even joints. Tile surface shall be installed flush and level. Whenever tile abuts walls, columns 1 I or other vertical surfaces, furnish and install specified molding. Prime surfaces where necessary to insure 12 permanent bonding of tile. 13 14 FINAL CLEANUP 15 Touch minor abraded surfaces. Remove from site all debris connected with the work of this Section. Remove 16 and replace discolored tile to match adjacent tile. Remove and replace damaged or out -of -level tile at no cost to 17 Owner. 18 19 20 END OF SECTION EASTRAVEN VILLA ADDITION, YELM, WA ACOUSTIC TILE 09511 -2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 SECTION 09650 RESILIENT FLOORING PART 1 - GENERAL GENERAL REQUIREMENTS Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of this specification as well as the drawings and this specification section. SECTION INCLUDES Resilient sheet flooring. Rubber base. PART 2 - PRODUCTS SHEET MATERIALS Manufacturers: Armstrong "Medintech" or Tarkett "Granit Elite ". Substitutions per Section 01001. Homogeneous vinyl sheet flooring with backing; minimum vinyl wear surface thickness of 0.08 inches., sheet width of 72 inches minimum. BASE MATERIALS Manufacturers: Flexco; Roppe or Mercer. Substitutions per Section 01001. Rubber Base, 6 inch high; 1/8 inch thick; top set coved. Premolded end stops and external corners, of same material, size, and color as base. ACCESSORIES Sub -floor Filler: Type recommended by floor material manufacturer. Primers and Adhesives: Waterproof, type recommended by floor material manufacturer. Edge Strips: Metal. Sealer and Wax: Types recommended by floor material manufacturer. COLORS Sheet Flooring: Color as selected by the Owner's Representative. Base: Color as selected by the Owner's Representative. PART 3 - EXECUTION EXAMINATION AND PREPARATION Verify that substrate surfaces are smooth and flat with maximum variation of 3/16 inch in 10 ft. Verifv concrete floors are dry to a maximum moisture content of 7 percent, and exhibit negative alkalinity, carbonization, and dusting. Fill low spots and other defects with sub -floor filler. Vacuum clean substrate. Apply primer to surfaces. INSTALLATION - SHEET MATERIAL Install in accordance with manufacturer's instructions. Spread adhesive and set flooring in place. Press with heavy roller to attain full adhesion. Install sheet flooring parallel to length of room. Provide minimum of 1/3 full roll width. Double cut sheet and continuously seal. Terminate flooring at centerline of door openings where adjacent floor finish is dissimilar. Install edge strips where flooring terminates. Scribe flooring to appurtenances to produce tight joints. Cove base 6 inches high in Janitor Maintenance Room. Miter internal and external corners. Provide metal edge strip at top cove. EASTHAVEN VILLA ADDITION, YELM, WA RESILIENT FLOORING 09650 -1 Me I INSTALLATION - BASE MATERIAL 2 Adhere base tight to wall and floor surfaces. 3 Fit joints tight and vertical. Miter internal corners. At external corners, use premolded units. 4 5 CLEANING 6 Remove excess adhesive from surfaces without damage. 7 Clean, seal, and wax surfaces in accordance with manufacturer's instructions. 8 9 10 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA RESILIENT FLOORING 09650 -2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 SECTION 09688 CARPET -GLUE DOWN PART 1 - GENERAL GENERAL REQUIREMENTS Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of this specification as well as the drawings and this specification section. SECTION INCLUDES Carpeting glue down method. Accessories. REFERENCES ANSI /ASTM E648 - Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source. ASTM E84 - Surface Burning Characteristics of Building Materials. SUBMITTALS Submit product data and samples under provisions of Section 01001. Provide product data describing physical and performance characteristics; sizes, patterns, colors available and method of installation. Submit two samples illustrating color and pattern for each carpet material specified. Submit manufacturer's installation instructions under provisions of Section 01001. For submittal to the Washington State Dept. of Health Submit a package consisting of the following: The manufacturer's specification, carpet sample (for halls,corridors and other public ways), copy of the Radiant Panel and Smoke Density Test reports from a nationally recognized testing laboratory for review by the State Fire Marshall. Carpet shall be accompanied with a copy of the lab test report. OPERATION AND MAINTENANCE DATA Submit operation and maintenance data under provisions of Section 01001. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning and shampooing. QUALITY ASSURANCE Manufacturer: Company specializing in types of specified carpet with five years minimum experience. Installer: Company with three years minimum experience. REGULATORY REQUIREMENTS Conform to flame spread and smoke developed requirements of 75/ 100 in accordance with ASTM E84 and UL 723. Conform to critical radiant panel test requirement of 0.45 w /sq.cm. in accordance with NFPA 253 or ANSI /ASTM E648. ENVIRONMENTAL REQUIREMENTS Store materials for three days prior to installation in area of installation to achieve temperature stability. Maintain minimum 70 degrees F ambient temperature three days prior to, during, and 24 hours after installation of materials. EXTRA MATERIALS Provide 100 sq ft in full roll width of carpeting, under provisions of Section 01001. WARRANTY Wear Performance: 10 years Antimicrobia: Carpet lifetime Colorfastness: 10 years to light, 5 years to atmospheric contaminates Electrostatic Protection: Carpet lifetime EASTHAVEN VILLA ADDITION, YELM, WA CARPET GLUE DOWN 09688 -1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 PART 2 - PRODUCTS ACCEPTABLE MANUFACTURERS Dimension "Cambridge" patterned loop pile carpet, Lees Commercial Carpets, Collins & Aikman or approved. Substitutions under provisions of Section 01001. Provide caraetinQ with the following specifications: Construction: Pattern Loop Fiber: 100% continuous Filament Diatron SD Dye Method: Solution Dyed Gauge: 1/8" per inch Stitches per 3 inches: 30 Pile Height: 187 inches Primary Backing: Polypropylene Secondary Backings: Action -Bac Width 6' or 12' Static Control: Built into yarn Antibiomicrobal: Built into yarn Conform to ASTM D -2859 Methenamine Pill Test and AATCC -134 Electrostatic Propensity Carpet Edge Guard:, nonmetallic: Extruded or molded vinyl or rubber carpet edge guard of size and profile indicated. Colors selected by Owner Representative Installation adhesive: Water resistant type as recommended by carpet manufacturer, and which complies with flammability requirements for installed carpet. Seaming cement: hot -melt seaming adhesive or similar product recommended by carpet manufacturer, for taping seams and buttering cut edges at backing to form secure seams and prevent pile loss at seams. ACCESSORIES Sub -Floor Filler: White premix latex; type recommended by carpet manufacturer. Primers and Adhesives: Waterproof; of types recommended by carpet manufacturer. Edge/Transition Strips: Manufactured by: Mercer, Flexco or Roberts. Solid vinyl wedges, tees, etc., set in adhesive, at transitions to concrete or resilient floorings, carpet to carpet, and carpet to mat transitions. Sizes as required. Colors as selected by the Owner Representative. PART 3 - EXECUTION EXAMINATION Verify that substrate surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft and are ready to receive work. Verify concrete floors are dry to a maximum moisture content of 7 percent; and exhibit negative alkalinity, carbonization, or dusting. Beginning of installation means acceptance of existing substrate and site conditions. PREPARATION Remove sub -floor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with sub -floor filler. Apply, trowel, and float filler to leave smooth, flat, hard surface. Prohibit traffic until filler is cured. Vacuum floor surface. INSTALLATION Apply carpet and adhesive in accordance with manufacturers' instructions. Lay out rolls of carpet for approval. Verify carpet match before cutting to ensure minimal variation between dye lots. Double cut carpet, to allow intended seam and pattern match. Make cuts straight, true, and unfrayed. Locate seams in area of least traffic. Fit seams straight, not crowded or peaked, free of gaps. EASTHAVEN VILLA ADDITION, YELM, WA CARPET GLUE DOWN 09688 -2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Lay carpet on floors with run of pile in same direction as anticipated traffic. Do not change run of pile in any room where carpet is continuous through a wall opening into another room. Locate change of color or pattern between rooms under door centerline. Cut and fit carpet around interruptions. Fit carpet tight to intersection with vertical surfaces without gaps. CLEANING Remove access adhesive from floor, base, and wall surfaces without damage. Clean and vacuum carpet surfaces. PROTECTION Prohibit traffic from carpet areas for 24 hours after installation. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA CARPET GLUE DOWN 09688-3 SECTION 09900 3 PAINTING 4 5 6 PART 1 - GENERAL 7 8 GENERAL REQUIREMENTS 9 Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of 10 this specification as well as the drawings and this specification section. 11 12 SECTION INCLUDES 13 Description of work. 14 Surface preparation. 15 Surface finish schedule. 16 17 DESCRIPTION OF WORK 18 Provide all paintings and finishing work as specified herein and as noted on the Drawings. 19 Certain items may be specified to be shop primed (or finished) in other Sections. Any required priming not so 20 specified elsewhere shall be provided as a part of the work of this Section. 21 22 RELATED WORK 23 Mechanical and Electrical items to be painted, see Mechanical and Electrical drawings and specifications. 24 25 DEFINITIONS 26 Conform to ANSI /ASTM D16 for interpretation of terms used in this Section. 27 28 QUALITY ASSURANCE 29 Product Manufacturer: Company specializing in manufacturing quality paint and finish products with three years 30 experience. 31 Applicator: Company specializing in commercial painting and finishing with three years documented experience. 32 33 SUBMITTALS 34 Submit product data and sample under provisions of Section 01001. Provide product data on all finishing 35 products. Color to be selected and samples approved by Owner Representative prior to commencement of work. 36 37 DELIVERY, STORAGE, AND HANDLING 38 Deliver products to site, store and protect under provisions of Section 01001. 39 Deliver products to site in sealed and labeled containers; inspect to verify acceptance. 40 Container labeling to include manufacturer's name, type of paint, brand name, brand code, coverage, surface 41 preparation, drying time, cleanup, color designation, and instructions 42 for mixing and reducing. Store paint materials at minimum ambient temperature of 45 degrees F and a 43 maximum of 90 degrees F, in well ventilated area, unless required otherwise by manufacturer's instructions. 44 Take precautionary measures to prevent fire hazards and spontaneous combustion. 45 46 ENVIRONMENTAL REQUIREMENTS 47 Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 45 48 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by 49 manufacturer's instructions. 50 Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent, unless 51 required otherwise by manufacturer's instructions. 52 Provide lighting level of 80 foot candles measured mid - height at substrate surface. 53 54 EXTRA STOCK 55 Provide a one gallon container of each color and surface texture to Owner. 56 Label each container with color, texture, room locations, in addition to the manufacturer's label. 57 EASTHAVEN VILLA ADDITION, YELM, WA PAINTING 09900 -1 I PART 2 - PRODUCTS 2 3 ACCEPTABLE MANUFACTURERS - PAINT 4 Dutch Boy; Pittsburgh; Parker; Sherwin- Williams; Rodda Paint, United Coatings; Columbia Coatings. 5 Substitutions: Under provisions of Section 01001. 6 7 FINISHES 8 Refer to schedule at end of Section for surface finish. Colors as selected by the Owner Representative. 9 10 PART 3 - EXECUTION 11 12 INSPECTION 13 Verify that surfaces are ready to receive work as instructed by the product manufacturer. 14 Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may 15 potentially affect proper application. Beginning of installation means acceptance of existing surfaces. 16 17 PREPARATION 18 Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or finishing. 19 Correct minor defects and clean surfaces which affect work of this Section. 20 Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching 21 primer. 22 Concrete and Surfaces Scheduled to Receive Paint Finish: Remove dirt, loose mortar, scale, salt or alkali 23 powder, and other foreign matter. Remove oil and grease with a solution of tri- sodium phosphate; rinse well and 24 allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate 25 after thoroughly wetting with water. Allow to dry. 26 Uncoated steel and Iron Surfaces: Remove grease, scale, dirt, and rust. Where heavy coatings of scale are 27 evident, remove by wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of 28 phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after 29 repairs. 30 Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch -up 31 patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. 32 Metal Doors Scheduled for Painting: Seal top and bottom edges with primer. 33 34 PROTECTION 35 Protect elements surrounding the work of this Section from damage or disfiguration. 36 Repair damage to other surfaces caused by work of this Section. Furnish drop cloths, shields, and protective 37 methods to prevent spray or droppings from disfiguring other surfaces. Remove empty paint containers from 38 site. 39 40 APPLICATION 41 Apply products in accordance with manufacturer's instructions. Do not apply finishes to surfaces that are not 42 dry. Apply each coat to uniform finish. Apply each coat of paint slightly darker than preceding coat unless 43 otherwise approved. Allow applied coat to dry before next coat is applied. 44 45 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT 46 Paint factory finished items called out to be painted. Remove unfinished louvers, grilles, covers, and access 47 panels on mechanical and electrical components and paint separately. Replace identification markings on 48 mechanical or electrical equipment when painted accidentally. Reinstall electrical plates, hardware, light fixture 49 trim, and fittings removed prior to finishing. 50 51 CLEANING 52 As Work proceeds, promptly remove paint where spilled, splashed, or spattered. 53 During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus 54 materials, and debris. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in 55 closed metal containers and remove daily from site. 56 57 EASTHAVEN VILLA ADDITION, YELM, WA PAINTING 09900 -2 M 5 I SCHEDULE - INTERIOR SURFACES 2 Steel - Unprimed 3 One coat zinc- chromate primer (unless shop primed, touch -up with original primer). 4 Two coats alkyd enamel, semi - gloss. 5 Wood- Painted 6 One coat prime sealer. 7 Two coats alkyd enamel, semi - gloss. 8 Gypsum Board - Paint. 9 One coat primer sealer. 10 Two coats alkyd enamel, semi- gloss. 11 Steel - Shop Primed (Doors, Frames and Bollards) 12 Touch -up with original primer. 13 Two coats alkyd enamel, semi - gloss. 14 15 SCHEDULE - EXTERIOR SURFACES 16 Steel - Unprimed 17 One coat zinc - chromate primer. 18 Two coats alkyd enamel, semi - gloss. 19 Steel - Shop Primed 20 Touch -up with original primer. 21 Two coats alkyd enamel, semi - gloss. 22 Steel - Galvanized 23 One coat galvanized steel primer. 24 One coat zinc - chromate primer. 25 Two coats alkyd enamel, semi - gloss. 26 Steel - Primed (Doors, Frames) 27 Touch -up with original primer. 28 Two coats alkyd enamel, semi - gloss. 29 Wood - Unprimed 30 One coat latex primer 31 Two coats acrylic latex, low luster. 32 Fiber- Cement Siding and Trim 33 One coat alkali - resistent primer 34 Two coats 100 percent acrylic latex, low luster. 35 36 OTHER SURFACES 37 Any other unfinished surfaces exposed in finished spaces, or on the building exterior not specifically scheduled 38 above, shall be finished with a system for that particular substrate, or to match adjacent existing surfaces. 39 Choice of exact system of finish shall be approved by the Owner Representative. 40 41 4.2 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA PAINTING 09900 -3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 SECTION 10005 MISCELLANEOUS SPECIALTIES PART 1 - GENERAL GENERAL REQUIREMENTS Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of this specification as well as the drawings and this specification section. SECTION INCLUDES Fire Extinguishers. SUBMITTALS Submit product data Including manufacturer's installation instructions on all items intended for installation of work of this Section under provisions of Section 01001. Submit shop drawings under provisions of Section 01001. QUALIFICATIONS Manufacturer: Company specializing in the manufacture of products specified in this Section with minimum three years experience. DELIVERY, STORAGE, AND HANDLING Deliver products to site under provisions of Section 01001. Deliver and store all items in dry, protected areas. Keep free of corrosion or other damage. Replace any damaged items or parts at no cost to Owner. SEQUENCING AND SCHEDULING Coordinate work under the provisions of Section 01001. Coordinate with all trades whose work related in any way to items specified herein. Insure that all blocking, backing, access, etc., is provided as work progresses. PART 2 - PRODUCTS FIRE EXTINGUISHERS IN RECESSED CABINETS Reference NFPA 10 - Portable Fire Extinguishers. Manufacturer: Larsen's Manufacturing Co.; J. L. Industries or Johnson -Lee Division. Dry Chemical Type: Steel tank 4A -60 B:C, Model MP10, with pressure gage. Install at locations shown on drawings, 4' -6" above finished floor, to extinguisher top. PART 3 - EXECUTION EXAMINATION Verify that surfaces are ready to receive work. Beginning of installation means installer accepts existing surface substrate conditions. PREPARATION Clean surfaces. Protect elements surrounding the work of this Section from damage or disfiguration. INSTALLATION Install in accordance with manufacturer's instructions. Provide all anchorage devices required to install the item and its appurtenances, complete. Furnish anchorage requirements in ample time when required to be built in by other trades. Wall mounted items shall be securely fastened to solid backing or blocking. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA MISCELLANEOUS SPECIALTIES 10005 -1 SECTION 10400 2 3 SIGNAGE 4 5 6 PART 1 - GENERAL 7 8 GENERAL REQUIREMENTS 9 Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of this 10 specification as well as the drawings and this specification section. 11 12 SECTION INCLUDES 13 All signage connected with the addition. 14 15 SYSTEM DESCRIPTION 16 Signage package shall meet the requirements of the Washington State Regulations for Accessibility Design for All 17 which includes the Americans with Disabilities Act -1990 requirements and has been inserted into the 1997 UBC. 18 19 QUALITY ASSURANCE 20 Provide each type of sign as a complete unit produced by a single manufacturer, including necessary mounting 21 accessories, fittings and fastenings. 22 Sign shall be smooth, free of scratches, gouges and other imperfections. Sign edges shall be smooth, consistent and 23 free of bubbles, bulging and foreign matter, and shall not de laminate or cause discoloration or deterioration of any 24 materials used in fabrication. 25 Completed letters and symbols shall be precise replicas of originals. Variations in proportions, verticality, and spacing 26 when observed from normal viewing angle will be cause for rejection. 27 28 SUBMITTALS 29 Submit product data under provisions of Section 01001. 30 Product Data, including specifications and installation instructions. 31 One sample of signs detailed and specified as Type T 1 to illustrate quality and color capability. 32 Submit manufacturer's samples of actual product colors available from manufacturer's standard color line. 33 34 PART 2 - PRODUCTS 35 36 ACCEPTABLE MANUFACTURERS 37 Best Manufacturing Sign Systems; Mohawk Sign System; or ASI Sign Systems. 38 Substitutions: Under provisions of Section 01001. 39 40 MATERIALS 41 Signs shall be constructed of a 1 /8" thick t high pressure laminated plastic . The melamine shall be non - static, fire - 42 retardent and self - extinguishing. The plaque material shall be impervious to acids, alkalies, alcohol solvents, abrasives 43 and boiling water. The sign finish is to be semi -matte and shall be between 25 - 35 degrees of gloss in its natural 44 condition. Sign edges are to straight and free from saw marks and other imperfections. Sign corners to have typical 45 1 /2" radius. 46 All graphics, copy, and grade 2 Braille shall be raised 1/32" from sign plate face. Glue on letters or etched backgrounds 47 are not acceptable. 48 Sign lettering and graphics shall be provided in the sizes specified. All lettering shall be executed in such a manner that 49 all edges and corners of the letter forms are correctly spaced, true, clean, photographically precise and must accurately 50 reproduce the letter form. 51 All letters shall be Helvetica Medium style and to be caps; 1" high. 52 Sizes as follows: 53 Room numbers shall be 1 inch. 54 Lettering for Room ID shall be 3/4 inch. 55 Symbol size shall be 1/2 inch below copy. 56 57 Copy Position: Centered or as indicated on drawings. EASTHAVEN VILLA ADDITION, YELM, WA SIGNAGE 10400 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Size as called on drawings. Color: All interior and exterior signs depicting the International Symbol of Access shall be white on a blue background. Color of all other signage as selected by the Owner Representative. PART 3 - EXECUTION EXAMINATION AND PREPARATION Installer must examine the areas and conditions under which signs are to be installed. Notify the Contractor of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the installer. INSTALLATION Permanently mount with silastic type adhesive and double faced tape in accord with manufacturer's instructions. Use clear silicone caulking along perimeter of exterior signs to seal against weather. Mounting Location and Height: Signs shall be installed on the wall adjacent to the latch side of the door. Sign shall be centered at 60 inches above the finished floor. Mounting location for signage shall be such that a person may approach within 3 inches of signage without encountering protruding objects or standing within the swing of a door. Install level and plumb. Coordinate and verify mounting locations with the Owner Representative prior to installation. SIGN SCHEDULE DESCRIPTION LOCATION 8" x 8" Regulatory Signage, Pictogram, Adjacent to Doors 1/32" Raised Image. 8" x 8" Regulatory Signage, Pictogram, One each for Public Unisex 1/32" Raised Image; Text with Grade 2 Braille copy; Toilet Room and Pictogram of male or female Identification Signage, Text with Grade 2 Braille copy; size to provide 1/2 inch clearance all- around text. One each for the following: • Staff Lounge • Library/Chapel • Medical Room • Kitchen /Crafts • General Bath • Mechanical Room • Electrical Room • Soiled Linen • Laundry. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA SIGNAGE 10400 -2 14 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 60 61 SECTION 10800 TOILET AND BATH ACCESSORIES PART 1 - GENERAL GENERAL REQUIREMENTS Conform to the provisions of the contract, general and supplementary conditions to the contract, Division One of this specification as well as the drawings and this specification section. SECTION INCLUDES Toilet and washroom accessories. Attachment hardware including backings for mounting accessories. See Carpentry Section 06100 for rough backing installation in wood framed walls. SUBMITTALS Submit product data under provisions of Section 01001. Provide data on accessories describing size, finish, details of function, attachment methods. Submit manufacturer's installation instructions under provisions of Section 01001. PART 2 - PRODUCTS ACCEPTABLE MANUFACTURERS Bobrick Washroom Equipment, Inc.; American Specialties, Inc.; or A & J Washroom Accessories. Substitution: Under provisions of Section 01001. KEYING Provide four keys for each accessory with lock to the Owner. PART 3 - EXECUTION EXAMINATION AND PREPARATION Verifv exact location of accessories for installation. Deliver inserts and rough -in frames to site. Provide templates and rough -in measurements as required. INSTALLATION Install fixtures, accessories and items in accordance with manufacturers' instructions. Install plumb and level, securely and rigidly anchored to substrate. Mounting heights and locations as indicated on drawings. SCHEDULE NOTE: Products numbers are from Bobrick, for reference only. PAPER TOWEL DISPENSER (Single fold paper towels): one in Janitor D127, Laundry /Crafts D121, Bobrick B -262. RECESSED TOILET PAPER DISPENSER: one at each new water closet in building: Bobrick B -667. RECESSED MEDICINE CABINET: One in each resident bathroom: Bobrick B -397. SOAP DISPENSER (liquid): Laundry D112, Kitchen /Crafts D121, Bobrick B -2111 SOAP DISPENSER (Powdered): one at service sink in Janitor D127, Bobrick B -170. GRAB BARS - TOILET: At all resident toilets: B- 6806.99 x 42 "B -6137. GRAB BARS - SHOWERS: All Resident shower stalls: End bars (2) Bobrick B- 6806.99 x 30 ", main bar (1) Bobrick B- 6807.99 x 48 ". MOP HOLDER AND SHELF: One in Janitor D127: Bobrick B-239 x 34. FOLDING SHOWER SEAT: One seat in each resident shower: Bobrick B -5181 (left hand seat) or B -5171 (right hand seat). SHOWER CURTAIN AND ROD: One rod in each resident shower stall: Bobrick B -6107 x 60 ". One vinyl Shower Curtain in each resident shower stall: Bobrick 2043, 70" x 72" with 12 204 -1 stainless steel shower curtain hooks per curtain. END OF SECTION WESTVILLA ABERDEEN, WA TOILET AND BATH ACCESSORIES 10800 - 1 MECHANICAL AND ELECTRICAL SPECIFICATIONS AND DRAWINGS Bid Package & Project Specifications for BEEHIVE EASTHAVEN VILLA ADDITION YELM, WASHINGTON JULY 10, 2002 Prepared by: RICHMOND /ARCHOS ENGINEERING 3040 Hogum Bay Road NE Olympia, WA 98516 EASTHAVEN VILLA ADDITION, YELM, WA TITLE DIVISION 15 — MECHANICAL Section 15010 Section 15040 Section 15060 Section 15090 Section 15100 Section 15250 Section 15400 Section 15410 Section 15453 Section 15465 Section 15500 Section 15623 Section 15800 Section 15825 Section 15870 TABLE OF CONTENTS Mechanical Provision Balancing Air And Water Systems Pipes and Fittings Supporting Devices Valves Mechanical Insulation Plumbing Fixtures And Trim Domestic Water Piping Plumbing Loop Equipment Natural Gas System Fire Sprinkling Forced Air Furnaces Ductwork Accessories Air Diffusing Equipment HVAC And Exhaust Specialties DIVISION 16 — ELECTRICAL Section 16000 General Electrical Section 16111 Conduit Section 16120 Wire And Cable Section 16130 Outlets Junctions And Pullboxes Section 16141 Wiring Devices Section 16170 Grounding And Bonding Section 16195 Electrical Identification Section 16200 Lighting Fixtures Section 16440 Disconnect Switches Section 16470 Panelboards Section 16700 Communication And Security Systems Section 16710 Fire Alarm System Section 16750 Staff Intercommunication / Timer Program System TABLE OF CONTENTS No. of Pages END, TABLE OF CONTENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 15010 MECHANICAL PROVISIONS PART 1 - GENERAL WORK INCLUDED Work includes complete mechanical systems shown on the plans and specified. The Bid and Contract Documents and General Requirements of the specification are a part of this division of the specification. Provide supervision, labor, material, equipment, machinery and plant necessary to complete the mechanical systems. Provide finished work, tested and ready for operation. Where the word, "provide" is used, it means "furnish and install complete and ready for use ". DRAWINGS Drawings are diagrammatic, indicating the general arrangement of systems and work, and do not attempt to show exact details or all offsets in piping and ductwork. Do not scale drawings. Field verify for exact location of fixtures and equipment. Where they are not definitely located, obtain this information from the Engineer. Follow drawings in laying out work and check drawings of other trades to verify spaces in which work will be installed. Maintain maximum headroom. If space conditions appear inadequate, notify the Engineer before proceeding with the work. Make reasonable modifications in the work without extra cost as needed to prevent conflict with work of other trades and for proper execution of the work. EQUIPMENT DEVIATIONS Specific manufacturers and model numbers are noted to indicate a standard of design and not intended to be restrictive. Provide re- design to any part of the work resulting from the use of equipment and material other than specified or shown on the drawings. Obtain approval of redesign from the Engineer. Redesign cost and additional construction cost resulting from the redesign shall be at the Contractor's expense. SHOP DRAWING AND SUBMITTAL DATA Check and verify field measurements and requirements. Submit promptly, so as not to delay the work, six (6) copies, checked and approved by the Contractor, of all shop drawings and submittal data listed below. The Engineer will check and review with reasonable promptness the shop drawings and submittal data only for conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Make corrections required by the Engineer and re- submit to the Engineer six corrected copies. The Engineer's review of the shop drawings and submittal data shall not relieve the Contractor from responsibilities for deviation from the Contract Documents unless, the Contractor has in writing called to the Engineer's attention deviation at the time of submission and secured the Engineer's written approval, nor shall it relieve the Contractor from responsibility for errors in the shop drawings and submittal data. Shop drawings and submittal data for the material and equipment listed below shall be submitted at one time. Each copy shall be in a binder, indexed, properly labeled indicating specific material or equipment for which it is to be used, and the specification section and paragraph number relating to the submitted item. Review, Approve and Stamp shop drawings and submittal data before submission to the Engineer. Notify the Engineer in writing, of any deviation from the requirements of the Contract Documents. EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL PROVISIONS 15010 - 1 1 Failure to submit shop drawings and submittal data in ample time for checking and review shall not entitle (wl2 the Contractor to an extension of contract time. 3 4 Submit shop drawings and submittal data on but not limited to the following equipment: 5 Air handlers 6 Chillers 7 Boilers 8 Pumps 9 Water heaters 10 Expansion tanks 11 Piping 12 Fittings 13 Valves 14 Controls 15 Hangers 16 Insulation 17 Bracing 18 Dampers 19 20 CODES AND STANDARDS 21 22 Give necessary notices, obtain permits and pay taxes, fees and other costs, including utility connections 23 or extensions for the work. File necessary plans, prepare documents and obtain necessary approvals of 24 governmental departments having jurisdiction. Obtain required certificates of inspection for work and 25 deliver to the Engineer before request for acceptance and final payment for the work. 26 27 Comply with laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the 28 performance of the work. If the Contractor observes that any of the Contract Documents are at variance 29 therewith in any respect, he shall promptly notify the Engineer in writing and any necessary changes shall 30 be accomplished by appropriate modification. If the Contractor performs any work knowing it to be 31 contrary to such laws, ordinances, rules and regulations, and without notice to the Engineer, he shall 32 assume full responsibility, and shall bear all costs. 33 34 Material and equipment within the scope of the UL Testing Laboratory Service shall be listed by the 35 Underwriters' Laboratories for the purpose for which they are used, and shall bear their listing mark. 36 37 COOPERATION WITH OTHER TRADES 38 39 Give full cooperation to other trades and furnish in writing to other trades, with copies to the Engineer, any 40 information necessary to permit the work of all trades to be installed satisfactorily and with the least 41 possible interference or delay. 42 43 Where the mechanical work will be installed in close proximity to, or will interfere with work of other 44 trades, assist in working out space conditions to make a satisfactory adjustment. Prepare composite 45 working drawings and sections at a suitable scale, not less than 1/4 -inch = V -0 ", clearly showing how the 46 mechanical work is to be installed in relation to the work of other trades. If work is installed before 47 coordinating with other trades, or if it causes any interference with work of other trades, make the 48 necessary changes in the work to correct the conditions and bear all costs. 49 50 Furnish to other trades necessary templates, patterns, setting plans and shop details for the proper 51 installation of work and for the purpose of coordinating adjacent work. 52 53 PROTECTION 54 55 Protect the work and material from damage and be liable for damage. 56 EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL PROVISIONS 15010 - 2 1 Be responsible for work and equipment until finally inspected, tested and accepted; protect work against 2 theft, injury or damage; and carefully store material and equipment received on site which are not 3 immediately installed. Close open ends of work with temporary covers or plugs during storage and 4 construction to prevent entry of obstructing material. 5 6 SCAFFOLDING, RIGGING AND HOISTING 7 8 Provide ladders, scaffolding, rigging, hoisting and services necessary for delivery into the premises and 9 erection of any equipment and apparatus and execution for the work. Remove same from premises when 10 no longer required. 11 12 MATERIAL AND WORKMANSHIP 13 14 Materials and equipment required for the work shall be new and shall be furnished, delivered, erected, 15 installed, connected and finished in every detail; and shall be selected and arranged to fit properly into the 16 building spaces. Where no specific kind or quality of material is given, an article as approved by the 17 Engineer shall be provided. 18 19 Furnish the services of an experienced superintendent, who shall be constantly in charge of the work. 20 21 Equipment and materials shall be installed, with the approval of the Engineer, in accordance with the 22 recommendations of the manufacturer. This includes the performance of such tests as the manufacturer 23 recommends. 24 25 ACCESSIBILITY 26 27 Install the work with adequate clearances throughout the project, including being responsible for the 28 sufficiency of the size of shafts, chases, double partitions and suspended ceilings. Cooperate with other 29 trades where work is in the same space. Such spaces and clearances shall be kept to the minimum size 30 required. 31 32 Locate all equipment, which must be serviced, operated or maintained in fully accessible positions. Minor 33 deviations from drawings may be made to allow for better accessibility and any change shall be approved 34 by the Engineer. 35 36 The Mechanical Subcontractor shall provide the exact locations of access panels for each concealed 37 valve, control, damper or other device requiring service. Access panels will be provided and installed by 38 the Mechanical Contractor and as specified in the other divisions of the specifications. Submit locations 39 of these panels in sufficient time to be installed in the normal course of work. 40 41 ELECTRICAL CONNECTIONS 42 43 The Electrical Subcontractor shall provide wiring, except temperature control wiring, boiler pumps system 44 power wiring, equipment control wiring and interlock wiring. The Electrical Subcontractor shall provide 45 power wiring complete from power source to motor or equipment junction box, including power wiring 46 through starters. Electrical Subcontractor shall provide starters and disconnect switches not factory 47 mounted on equipment with the exception of the boiler pump system. 48 49 The Mechanical Subcontractor shall, regardless of voltage, provide temperature control wiring, interlock 50 wiring and equipment control wiring for the equipment that the Mechanical Subcontractor furnishes or 51 installs. 52 53 After circuits are energized and completed, the Electrical Subcontractor with the exception of the boiler 54 pump system shall be responsible for power wiring. Control wiring shall be the responsibility to the 55 Mechanical Subcontractor. Motors and equipment shall be provided for current characteristics as shown 56 on the electrical drawings. EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL PROVISIONS 15010 - 3 ' CUTTING AND PATCHING 3 4 Provide cutting and patching necessary to install the work specified in this division. Patching shall match 5 adjacent surfaces. 6 7 No structural members shall be cut without the approval of the Engineer, and cutting shall be done in a 8 manner directed by him. Do not damage or endanger any portion of the project or work of the Owner or 9 any other separate contractor by cutting, patching, excavating and backfilling. 10 11 Inform the General Contractor and other subcontractors affected of requirements for cutting and patching. 12 13 TEMPORARY HEAT 14 15 The building heating system may be utilized as early as possible for temporary heat, following checkout 16 and testing of the equipment and with the consent of the Engineer. 17 18 Provide power to operate building heating equipment as required during construction period and until 19 such time, as Owner occupies the building. 20 21 Provide inlet air filters on building fan equipment and return duct openings used for temporary heat. 22 Clean the equipment and replace filters before heating systems and the project are put into regular 23 operation. 24 25 BOXES SLEEVES AND CHASES 26 27 Inform the General Contractor of requirements for boxes, sleeves and chases. The General Contractor 18 shall set boxes, sleeves and chases. Furnish General Contractor with the boxes and sleeves and be 29 responsible for informing General contractor of required location. 30 31 OPERATING INSTRUCTIONS 32 33 Furnish to the Engineer complete bound sets of typewritten or blue - printed instructions and parts lists for 34 operating and maintaining all systems and equipment furnished. Submit one copy of information in draft 35 form to the Engineer for approval, prior to final issue. Manufacturers' advertising literature or catalogs will 36 not be acceptable. Include manufacturers' printed warranties, and maintenance instructions referring 37 specifically to the equipment installed, with extraneous matter removed or neatly marked out. 38 39 Mechanical Equipment Manuals: 40 Upon completion of the work and prior to acceptance of the mechanical work, prepare servicing 41 manuals describing the requirements of mechanical equipment provided under this division of the 42 specification. 43 44 Include in the manuals local representatives information, material ordering information, 45 maintenance schedules and information and parts list of the manufacturer, together with 46 supplementary drawings and information where necessary to describe and itemize servicing. 47 Data in manuals shall be neat, clean copies. Drawings shall be accordion - folded. Provide a table 48 of contents with all contents listed in an orderly presentation. Manufacturers' advertising literature 49 or catalogs will not be acceptable for operating and maintenance instruction. Include 50 manufacturers' printed warranties and maintenance instructions specifically to the equipment 51 installed. With extraneous matter removed or neatly marked out. Include names, addresses and 52 telephone numbers of equipment suppliers. 53 54 Submit one copy of the data in a preliminary draft form to the Architect for approval prior to 55 preparing finished copies. 56 EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL PROVISIONS 15010 - 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Provide (3) copies of the finished manuals to the Engineer or as required by Division 0. RECORD DRAWINGS Provide blue line record drawings of any buildings or plot plans on which the underground or concealed ductwork or piping deviates from the plans. CLEANING Promptly, remove waste material and rubbish caused by the work. At completion of the work, clean dirt and debris from the mechanical installation, including equipment, piping, ductwork and plumbing fixtures. Upon completion of the project and after cleaning is complete and before project is air balanced, provide clean air filters throughout. WARRANTY All work material, and equipment to be free from defects. Correct all defects and failures occurring within one year from date of final acceptance without cost to the Owner except when such failure is due to neglect or carelessness by the Owner, as determined by the Engineer. The warranty disregards shorter time limits by any manufacturer of equipment provided. Make all necessary adjustments and corrections during first year of operation. The fact that the Engineer was present during any construction does not relieve the Contractor from responsibility for defects discovered after completion of the work. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL PROVISIONS 15010 - 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 15040 BALANCING AIR AND WATER SYSTEMS PART 1 -GENERAL GENERAL REQUIREMENS Conform to General Conditions and Supplemental Conditions. SECTION INCLUDES Air Systems Balancing Contractor Balancing Report SYSTEM BALANCING CONTRACTOR Obtain the services of a certified NEBB systems balancing contractor with at least five (5) years documented experience. PART 2 - PRODUCT BALANCING REPORT Provide three (3) sets of balancing reports, two (2) for the Owner and one (1) for the Engineer. Include in report: Project Name, Owner, Engineer, Systems Balancing Sub - contractor, other data necessary to describe activity and the status of the systems plus the following data: Fans: Installation data Manufaturer and Model Size Arrangement, discharge and class Motor HP, voltage, phase , cycles and full load amps Identification data Design Data: Total cfm Static pressure Motor p, RPM and amperage Fan RPM Fan BHP Fan recorded data: CFM Static pressure RPM Motor operating amperage Motor operating BHP Driven sizes (sheaves, belts and shaft) Duct Systems: Supply return or exhaust terminal identification Manufacturer's catalog identification and type Applicable factors for application, velocity, area, etc., and designated area EASTHAVEN VILLA ADDITION, YELM, WA BALANCING AIR AND WATER SYSTEMS 15040 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Design and recorded velocities — FPM Design and recorded quantities — CFM Cooling /heating coils: MBTUH Entering and leaving water temperatures Entering and leaving air temperature CFM Air Velocity Identification data GPM END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA BALANCING AIR AND WATER SYSTEMS 15040-2 1 SECTION 15060 2 3 PIPES AND FITTINGS 4 5 PART 1- GENERAL 6 7 WORK INCLUDED 8 9 Pipe, fittings, and connections 10 11 Piping specialties 12 13 PART 2 - PRODUCT 14 15 STANDARDS 16 17 All standards refer to the current edition. 18 19 ANSI /ASTM A120 - Pipe, steel, black and hot - dipped zinc - coated (galvanized), welded and seamless, 20 for ordinary uses. 21 22 ANSI /ASME B16.4 - Cast iron threaded fittings Class 125 and 250. 23 24 ANSI /ASME B16.5 - Pipe flanges and flanged fittings. 25 26 ANSI /ASME B16.22 - Wrought copper and bronze solder -joint pressure fittings. 27 28 ANSI /ASME 816.29 - Wrought copper and wrought copper alloy solder -joint drainage fittings - DWV. 29 30 ASTM B88 - Seamless copper water tube. 31 32 ANSI /ASTM B306 - Copper drainage tube. 33 34 ANSI /AWWA C606 - Grooved and shouldered type joints. 35 36 PIPING SYSTEMS 37 38 All material in conformance with the standards listed in 2.01. 39 40 Domestic Water Piping (above ground) 41 Pipe: Type L hard copper, ASTM B88. 42 43 Fittings: Wrought copper or bronze soldered, ANSI /ASME B16.22. 44 45 Domestic Water Piping (Below Ground Inside Building) 46 Pipe: Type K soft copper, ASTM B88. 47 48 Fittings: Wrought copper or bronze soldered, ANSI /ASME B16.22. 49 50 Cooling Coil Condensate Drain Piping 51 Pipe: Type L hard copper tube 1 -inch and smaller, ASTM B88. DWV copper 1 -1/4 inch and 52 larger, ANSI /ASTM B306. 53 EASTHAVEN VILLA ADDITION, YELM, WA PIPE AND FITTING 15060 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Fittings: Wrought copper or bronze solder, pressure fittings for Type L tube, ASTM B88. Wrought copper, solder, joint drainage fittings for DWV tube, ANSI /ASME 1316.29. Soil/Waste Pipe (Above Ground): Pipe: Galvanized steel, Schedule 40, 2 -1/2 -inch and smaller. 3 -inch and larger, service weight coated cast iron, bell and spigot or no -hub. At Contractor's Soil/Waste Piping (Below Ground): Pipe: Service weight coated cast iron, bell and spigot or cast iron no -hub pipe. Fittings: Service weight coated cast iron bell and spigot or no -hub fittings, couplings and shield and clamp assemblies. ABS fittings and solvent for. Vent Piping (Above Ground): Pipe: Galvanized Steel, Schedule 40; or service weight coated cast iron, bell and spigot no- hub pipe. At Contractor's option, DWV copper drainage tube may be used. UNIONS Copper Tube, Sweat, Nibco #733, Grinnell -ITT #9730, EPC #4733. Steel pipe, threaded 2 -inch and under, malleable -iron 250 lb. ground joint. Steel pipe, welded 2 -1/2" and over, flange unions 150 lb. forged steel. Dielectric unions, soldered to threaded 2 -inch and below, flanged 2 -1/2 inch and above. Select gasket for pressure and temperature range of service. PIPE SLEEVES Sleeves in exterior walls provide Link -Seal modular wall and casing seal. PRESSURE GAUGES Trerice No. 600 series, Weksler, Marsh or approved substitute 4 -1/2 inch dial, cast - aluminum case without black flange. Scale shall be selected appropriate to the usage. Gauges for use on water services shall be installed with gauge cocks and Ray Model 1 snubber. THERMOMETERS Trerice, Princo, Weiss, Palmer or approved substitute 7 -inch aluminum case, adjustable angle, red mercury type, separable socket. Scale shall be selected appropriate to usage. Sockets shall be brass, with protective cap and chain. PRESSURE /TEMPERATURE TEST PLUGS EASTHAVEN VILLA ADDITION, YELM, WA PIPE AND FITTING 15060 - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Sisco P/T Plugs. Valve Core and body suitable for 300EF. 1/2 inch. Test Kit 1- 2.5- 2GA -2T- complete. Two (2) dial face gauge. Two (2) stainless steel gauge adapter, size to match valve core /body. Two (2) dial face thermometer. Select suitable temperature and pressure ranges for system requirements. PART 3 - EXECUTION INSTALLATION Keep openings in piping and ends of pipe closed during installation. Provide for all expansion, locating offsets and spring pieces where necessary. Ells shall be long- radius. Change size in piping with reducing couplings; bushings not acceptable Install all piping parallel with the building and other piping. Cut pipe accurately to measurement established on building and work into place without springing or forcing. WELDED PIPE JOINTS Welding materials and procedures: Conform to ANSI B31.1, and applicable State labor requirements. Employ certified welders in accordance with ASME Section 9. Upon request of the Engineer, provide qualifications, and experience information of welders. THREADED PIPING JOINTS Ream all pipe to full diameter. Use pipe dope or Teflon tape on male threads of all screwed joints. Close nipples not permitted. Full -cut threads and make -up joints with no more than three threads exposed. Do not caulk threaded joints to stop leaks. COPPER PIPING JOINTS Ream thoroughly to remove all burrs. EASTHAVEN VILLA ADDITION, YELM, WA PIPE AND FITTING 15060 - 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Polish contact surfaces of fittings and pipes with emery cloth, sandpaper or steel brush, and wipe clean before fluxing male and female surfaces of joints. Steel wool not permitted for polishing. 95 -5 solder for above ground joints. Take care to avoid burning of piping. Provide solder unions, ground joint or flanged joints where necessary for access equipment. MECHANICAL PIPING JOINTS Groove pipe for mechanical grooved joints in accordance with the manufacturer's specifications contained in the latest published literature. Fabrication techniques for all mechanical joints in accordance with manufacturer's recommendations contained in the latest published literature. i Winwvq Provide unions at all connections to equipment and where necessary to disconnect for repairs. Provide dielectric unions between iron and copper pipe. PIPE SLEEVES Drill or cut hole for casing seal for tight fit. Weld or caulk around seal. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA PIPE AND FITTING 15060 - 4 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Q 53 54 SECTION 15090 SUPPORTING DEVICES PART 1- GENERAL WORK INCLUDED Pipe Hangers and supports Expansion devices Equipment bases and supports. PART 2- PRODUCT ACCEPTABLE MANUFACTURERS Pipe hangers and supports: ITT - Grinnell, Michigan Hanger, Grabler, Kindorf, Unistrut, Superstrut or approved substitute. Expansion Devices, Guides and Anchors: Adsco, Advance Thermal Systems, Itt- Grinnel, Keflex, Aeroquip- Barco, or approved substitute. STRUCTURAL ATTACHMENTS Steel Structural Clamps: Beam clamps, brackets, channel clamps and bar joist clips select to suit structural system and meet loading recommendations of manufacturer. Ceiling Inserts: 3 -inch and smaller pipe, Grinnell Fig. 285. 3 -1/2 -inch and larger pipe, Grinnell Fig. 281. Multiple pipes on trapeze, Grinnell Fig. 285 or Fig. 281, selected for maximum weight of piping. Wall Inserts: Unistrut P -3200 series inserts for concrete walls. Unistrut P -1800 series inserts for brick walls. Unistrut P -1000 channels with P -1045 and P -1047 fittings for frame and block walls. Attachment into existing concrete or masonry wall: Self -drill type Red Head, Phillips Anchors, or approved substitute. Do not use Power drive inserts. INTERMEDIATE ATTACHMENTS Hanger Rods: Continuous threaded rod, do not use chain, wire or perforated strap. Maximum hanger rod loading as follows: EASTHAVEN VILLA ADDITION, YELM, WA SUPPORTING DEVICES 15090 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 Rod Size Maximum Load Diameter in Inches Pounds 3/8 610 1/2 1130 5/8 1810 3/4 2710 7/8 3770 1 4960 Trapeze Pipe Racks: Fabricate from structural angles or channels or Unistrut channels to weight of piping to be supported. Size for a minimum safety factor of 5. PIPE ATTACHMENTS Pipe Rings: Steel pipe and cast iron soil pipe: 2 -inch and smaller, adjustable ring Grinnell #269. 2 -1/2 -inch and larger, adjustable clevis Grinnel #260. Copper Pipe: 2 -inch and smaller, adjustable ring Grinnell #CT -269. Finish: 2 1/2 inch and larger, adjustable clevis Grinnel #CT -65. Black for black steel pipe and cast iron pipe; galvanized for galvanized steel pipe; copper plated for copper pipe. Application: Use only on piping systems where axial movement from thermal expansion is less than 2- inch. Pipe Rolls: Suspended pipe: Adjustable clevis pipe rolls, Grinnell Fig. 181. Racked pipe: Pipe roll stand, Grinnell Fig. 271. Application: Use on piping systems where axial movement from thermal expansion is 1/2 -inch or greater. Pipe Clamps: Vertical piping Unistrut P -1332 shelf bracket, Unistrut P -1100 channel and Unistrut P -110 series pipe clamps. Copper pipe clamps for copper pipe. Horizontal racked piping: Unistrut P -1109 series or Unistrut P -2024C series clamps for Unistrut channel pipe racks. Application: Use on piping systems without any thermal expansion. Continuous Support: EASTHAVEN VILLA ADDITION, YELM, WA SUPPORTING DEVICES 15090 - 2 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1/2 -inch through 4 -inch Fee & Mason #109 channels with Fee & Mason #108 hanger. Pipe Anchors: Structural steel with welded joints and connections, unless shown otherwise on drawings. Pipe guides for steel pipe Adsco Model "FRE ", with 7 -inch guide traverse, unless indicated otherwise on the drawings. Pipe guides for copper pipe Adsco Model "FRE ", with copper shields and with 6 -inch guide traverse, unless indicated otherwise on the drawings. Insulating thermal barrier at pipe guides used on chilled water piping, Adsco "ITB ". Insulate screw heads to avoid condensation. Vertical Pipe Supports: Steel and iron pipe: Grinnell #261 galvanized. Plastic pipe: Grinnell #261C. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA SUPPORTING DEVICES 15090 - 3 1 SECTION 15100 2 3 VALVES 4 5 PART 1 - GENERAL 6 7 WORK INCLUDED 8 9 Provide valves and cocks as shown on the drawings and where required for operation and maintenance. 10 Check valves shall be provided on connections to hot water tanks and to domestic building service. 11 12 Provide ball valves on domestic plumbing. Gate valves may be approved in certain areas. Contact engineer 13 for approval. 14 15 See drawings for other requirements. 16 17 PART 2 - PRODUCT 18 19 ACCEPTABLE MANUFACTURERS 20 21 Provide valves of same manufacturer throughout where possible. One manufacturer for bronze valves and 22 one manufacturer for iron valves throughout where possible. 23 24 Provide valves with manufacturer's name and pressure rating clearly marked on outside of body. 25 26 GENERAL 27 28 Provide valves suitable to connect to adjoining piping as specified for pipe joints. Use pipe size valves, unless 29 indicated otherwise. 30 31 Thread pipe sizes 2- inches and smaller. 32 33 Flange pipe sizes 2 -1/2- inches and larger. 34 35 Solder or screw, to solder adapters for copper tubing. 36 37 Use grooved body valves with mechanical grooved jointed piping. 38 39 GATE VALVES 40 41 2 -inch and Smaller: Bronze, wedge disc, screwed bonnet, screwed ends, non - rising stem, 125 psi, S.W.P. 42 43 2 -1/2 -inch to 4 -inch: Iron body, bronze trimmed, wedge disc, bolted bonnet, screwed ends, non - rising stem, 44 125 psi, S.W.P. 45 46 4 -inch and Larger: Iron body, bronze trimmed, wedge disc, bolted bonnet, flanged ends, non - rising stem, 125 47 psi, S.W.P. 48 49 GLOBE VALVES 50 51 3 -inch and Smaller: Bronze, composition disc, for 300 degrees F, union bonnet, screwed ends, 150 psi, 52 S.W.P. 53 54 Larger than 3 -inch: Use butterfly valve. EASTHAVEN VILLA ADDITION, YELM, WA VALVES 15100 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 HECK VALVES Horizontal 2 -inch and Smaller: Bronze body and disc, left check, union bonnet, screwed ends, 150 psi, S.W.P. Horizontal 2 -1/2 -inch to 4 /inch: Bronze body, bronze disc, lift check, union bonnet, screwed ends, 125 psi, S.W.P. Vertical 1 -1/4 -inch and Smaller: Bronze body and bronze guided disc, lift check, screwed ends, 125 psi, S.W.P. Vertical 1 -1/2 -inch Through 3 -inch: Semi -steel body, bronze trim, guided spring, silent lift check, center guided 125 psi, S.W.P. PLUG COCKS (Gas Service) 2 -inch and Smaller: Bronze body, screwed ends, stainless steel disc or ball, 175 psi, S.W.P. 3 -inch and Larger: Steel body, chrome - plated steel ball, top entry, teflon seats, 300 psi, S.W.P., screwed ends, 150 psi, S.W.P., flanged ends. Provide gear operator on valves larger than 8 -inch. BUTTERFLY VALVES 2 -inch to 6 -inch: Wafer -type, factory- tested, bubble -tight to 150 psig, tapped -lug, ductile iron body, top bushing, extended neck, and Buna -N sleeve for 250 degrees F. Other wetted parts shall be Type 316 stainless steel or aluminum- bronze. Valve suitable for operation with up to 2- inches of pipe insulation, 10- position lever operating handle, with tooth plate for shutoff service and infinitely adjustable handle with lock nut and memory stop. RAI I \/AI \ /FC 2 -inch and Smaller: Bronze body, stainless steel ball, reinforced teflon seats, screwed ends, 150 psi. 3 -inch and Larger: Use Butterfly Valve. GAUGE COCKS Brass, 1/4 -inch, 1000 psi, S.P.W., all brass; Trerice No. 735 BALANCING COCKS 1 -1/4 inch and Smaller: Brass body, 200 psi W.O.G., 250 degrees F, indicating dial, locking balancing device, with wheel handle. 1 -1/2 inch and Larger: Use butterfly valve. DRAIN VALVES Globe valves, angle pattern, bronze body, composition disc, screwed bonnet, rising stem, 200 psi W.O.G., 3/4 -inch, unless otherwise indicated on the drawings. PART 3 - EXECUTION CHECK VALVES EASTHAVEN VILLA ADDITION, YELM, WA VALVES 15100 - 2 Provide check valves on domestic service and hot water tank makeup. 3 Provide check valves with strainer on hot water tank makeup water. 4 5 When a check valve is provided on hot water tank, provide correctly sized expansion tank per local authority. 6 7 8 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA VALVES 15100 - 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 5 C) 4 55 56 SECTION 15250 MECHANICAL INSULATION PART 1 - GENERAL SECTION INCLUDES Provide piping insulation, jackets and accessories on all related piping. Equipment insulation, and covering. Breeching insulation. Ductwork insulation, jackets, and lining. SUBMITTALS Product Data: Provide product description, list of materials and thickness for each service or equipment scheduled, locations and manufacturer's installation instructions. ENVIRONMENTAL REQUIREMENTS Maintain ambient temperatures and conditions required by manufacturers of adhesives, mastics and insulation cements. MINIMUM REQUIREMENTS Listed thicknesses and R — values described "Part 2 & 3" shall be used. In no case shall the insulation be less than that listed for each type of pipe in the Washington State Energy Code. PART 2 - PRODUCTS PIPE INSULATION Manufacturers: Manville Corporation or approved equal. Glass Fiber: Manville Micro -Lok meeting ASTM C547; rigid molded, noncombustible. W ('ksi') Value : 0.23 at 75 degrees F (0.033 at 24 degrees C). Maximum Service Temperature: 850 degrees F (454 degrees C). Vapor Retarder Jacket: AP -T PLUS White kraft paper reinforced with glass fiber yarn and bonded to aluminum foil, secure with self sealing longitudinal laps and butt strips or AP Jacket with outward clinch expanding staples or vapor barrier mastic as needed. Hydrous Calcium Silicate: Manville Thermo -12 /Blue ASTM C533; rigid molded pipe; asbestos -free coded throughout material thickness and maintained throughout temperature range. W ('ksi') Value: 0.40 at 300° F (0.058 at 149° C). Maximum Service Temperature: 1200° F (649 0C). Compressive Strength (block): Minimum of 160 psi to produce 5% compression at 1'/2" thickness. Tie Wire: 16 gage (0.045 mm) stainless steel with twisted ends on maximum 12 inch (300 mm) centers. EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL INSULATION 15250 - 1 1 Elastomeric Foam: Rubatex R- 180 -FS /R- 1800 -FS meeting ASTM C534; flexible, cellular elastomeric, 2 molded or sheet. 3 'K' ('ksi') Value: 0.28 at 75° F (0.04 at 24° C). 4 5 Maximum Service Temperature of 220° F (104° C). 6 7 Maximum Flame Spread: 25. 8 9 Maximum Smoke Developed: 50 (3/4" thick and below). 10 11 100 (above 3/4" thick). 12 13 Connection: Waterproof vapor retarder adhesive, as needed; Rubatex R -373 Adhesive. 14 15 UV- Protection: Outdoor protective coating; Rubatex 374 Coating. 16 17 Cellular Glass: ASTM C522; 'k' value of 0.35 at 75° F ('ksi' value of 0.047 at 24° C); 8.0 lb/cu ft (128 18 Kg /cu m) density. 19 20 Field Applied Jackets 21 PVC Plastic: Manville Zeston 2000. One -piece molded -type fitting covers and jacketing material, 22 gloss white. 23 24 Connections: Tacks; Pressure sensitive color matching vinyl tape. 25 26 Canvas Jacket: UL listed fabric, 6 oz/sq yd (220 g /sq m), plain weave cotton treated with dilute 27 fire retardant lagging adhesive. 28 29 Aluminum Jacket: 0.016 inch (0.045 mm) thick sheet, (smooth/ embossed) finish, with longitudinal 30 slip joints and 2 inch (50 mm) laps, die shaped fitting covers with factory attached protective liner. 31 32 Stainless Steel Jacket: Type 304 stainless steel, 0.010 inch (0.25mm), (smooth / corrugated) 33 finish. 34 35 EQUIPMENT INSULATION 36 37 Manufacturers: Manville Corporation or approved equal. 38 39 Flexible Fiber Glass Blanket: Manville 812 Spin -Glas meeting ASTMC612; flexible. 40 'K' ('ksi') Value : 0.24 at 75 F (0.035 at 24 C). 41 42 Maximum Service Temperature: 450 F (232 C). 43 44 Density: 1.5 lb/cu ft (24 kg /cu m) density. 45 46 Vapor Retarder Jacket: Aluminum foil reinforced with fiber glass yarn and laminated to fire - 47 resistant kraft, secured with UL listed pressure sensitive tape and /or outward clinch expanding 48 staples and vapor barrier mastic as needed. 49 50 Rigid Fiber Glass Board: Manville 814 Spin -Glas meeting ASTM C612; rigid. 51 'K' ('ksi') Value: 0.23 at 75 °F (0.033 at 24° C). 52 53 Maximum Service Temperature: 450° F (232° C). 54 55 Density: 3.0 lb/cu ft (48 kg /cu m) density. 56 Vapor Retarder Jacket: Aluminum foil reinforced with fiber glass yarn and laminated to fire- EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL INSULATION 15250 - 2 r 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 resistant kraft, secured with UL listed pressure sensitive tape and /or outward clinch expanding staples and vapor barrier mastic as needed. Facing: 1 inch (25 mm) galvanized hexagonal wire mesh stitched on one face of insulation (optional). Rigid Fiber Glass Board: Manville 1000 Spin -Glas meeting ASTM C612; rigid, noncombustible. 'K' ('ksi') Value: 0.23 at 75° F (0.033 at 24° C). Maximum Service Temperature: 850 °F (454° C). Density: 3.0 lb/cu ft (48 kg /cu m). Facing: 1 inch (25mm) galvanized hexagonal wire mesh stitched on one face of insulation (optional). Cellular Glass: ASTM C552; 'K' value of 0.35 at 75° F (0.047 at 24 °C); 8.0 lb/cu ft (128 kg /cu m) density. Hydrous Calcium Silicate: Manville Thermo -12 /Blue meeting ASTM C533; rigid molded block; asbestos free coded throughout material thickness and maintained throughout temperature range. 'K' ('ksi') Value: 0.40 at 300° F (0.058 at 149 °C). Maximum Service Temperature: 1200° F (649° C). Compressive Strength (block): Minimum of 160 psi to produce 5% compression based on 1 1/2" thickness. Securement: Insulation shall be securely banded in place, tightly butted, joints staggered and secured with 16 gauge galvanized or stainless steel wire or 1/2" x .015" galvanized steel bands on 12" maximum centers for large areas. Elastomeric Foam DUCTWORK INSULATION Manufacturers: Manville Corporation or approved equal. Flexible Fiber Glass Blanket: Manville Microlite Type 75 meeting ASTM C553, Type 1, Class B -2; flexible blanket. 'K' ('ksi') Value: 0.27 at 75° F (0.040 at 24 °C) installed. Density: .75 lb/cu ft (12 kg /cu m). Vapor Barrier Jacket:FSK, Aluminum foil reinforced with fiber glass yarn and laminated to fire - resistant kraft, secured with UL listed pressure sensitive tape and /or outward clinched expanded staples and vapor barrier mastic as needed. Rigid Fiber Glass Board: Manville 814 Spin -Glas meeting ASTM C612; rigid board. 'K' ('ksi') Value : 0.23 at 75 degrees F (0.033 at 24 degrees C). Density: 3.0 lb/cu ft (48 kg /cu m). Vapor Retardant Jacket: AP, bleached kraft paper bonded to aluminum foil, reinforced with fiber glass yarn; or FSK, Aluminum foil reinforced with fiber glass yarn and laminated to fire - resistant kraft, secured with UL listed pressure sensitive tape and /or outward clinched expanded staples and vapor barrier mastic, as needed. EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL INSULATION 15250 - 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 Canvas Jacket: UL listed fabric, 6 oz/sq yd (220 g /sq m), plain weave cotton treated with dilute fire retardant lagging adhesive. Outdoor ducts: Aluminum Jacket: .016 inch (.045 mm) thick sheet, smooth /embossed finish, with longitudinal slip joints and 2 inch (50 mm) laps. Manville Insulkote ET, a non water -vapor retarder, non - burning, weatherproof coating for use over insulation where "breathing" is required. Manville Zeston 2000 jacketing, UV resistant polyvinyl chloride covering with joints secured and sealed with Manville Perma -Weld Adhesive. PART 3 - EXECUTION EXAMINATION AND PREPARATION Verify that ductwork has been tested for leakage in accordance with SMACNA standards before applying insulation materials. Verify that all surfaces are clean, dry and free of foreign material. INSTALLATION Install the materials in accordance with manufacturer's recommendations, building codes and industry standards. Continue insulation vapor barrier through penetrations except where prohibited by code. Piping Insulation: Locate insulation and cover seams in least visible locations. Neatly finish insulation at supports, protrusions and interruptions. Provide insulated dual temperature pipes or cold pipes conveying fluids below ambient temperature with vapor retardant jackets with self - sealing laps. Insulate complete system. For insulated pipes conveying fluids above ambient temperature, secure jackets with self - sealing lap or outward clinched, expanded staples. Bevel and seal ends of insulation at equipment, flanges and unions. Provide insert between support shield and piping on piping 1 1/2" inches (38 mm) diameter or larger. Fabricate of Manville Thermo -12 or other heavy density insulating material suitable for temperature. Insulation inserts shall not be less than the following lengths; 1 1/2" to 2 1/2" pipe size 10" long 3" to 6" pipe size 12" long 8" to 10" pipe size 16" long 12" and over 22" long. For pipe exposed in mechanical equipment rooms or in finished spaces below 10 feet (3 meters) above finished floor, finish with Manville Zeston 2000 PVC jacket and fitting covers or aluminum jacket. For exterior applications, provide weather protection jacket or coating. Insulated pipe, fittings, joints, and valves shall be covered with Manville Zeston 2000 PVC or aluminum jacket. Jacket seams shall located on bottom side of horizontal piping. Equipment Insulation: EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL INSULATION 15250 - 4 Ar 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 Apply insulation as close as possible to equipment by grooving, scoring, and beveling insulation, if necessary. As required, secure insulation to equipment with studs, pins, clips, adhesive, wires, or bands. Fill joints, cracks, seams and depressions with bedding compound to form smooth surface. On cold equipment, use vapor retardant cement. Provide insulated dual temperature equipment or cold equipment containing fluids below ambient temperature with vapor retardant jackets. For insulated equipment containing fluids above ambient temperature, provide jacket with or without vapor barrier. Cover insulation with metal mesh and finish with heavy coat of insulating cement, mastic, or aluminum jacket as indicated in the drawings. For equipment in mechanical equipment rooms or in finished spaces, finish with Manville Zeston 2000 jacketing and fitting covers or aluminum jacketing. Do not insulate over nameplate or ASME stamps. Bevel and seal insulation around such. When equipment with insulation requires periodic opening for maintenance, repair, or cleaning, install insulation in such a manner that it can be easily removed and replaced without damage. External Ductwork Insulation: Provide insulated ductwork conveying air below ambient temperature with vapor retardant jacket. Seal all vapor retardant jacket seams and penetrations with UL listed tapes or vapor retardant adhesive. Provide insulated ductwork conveying air above ambient temperature with or without vapor retardant jacket. Where service access is required, bevel and seal ends of insulation. Continue insulation through walls, sleeves, hangers and other duct penetrations except, where prohibited by code. The underside of duct work 24" or greater shall be secured with mechanical fasteners and speed clips spaced approximately 18" on center. The protruding ends of the fasteners should be cut off flush after the speed clips are installed, and then, when required, sealed with the same tape as specified above. For ductwork exposed to physical abuse in mechanical equipment rooms, or in finished spaces, finish with Manville Zeston 2000 PVC jacket or aluminum jacket. For exterior applications, provide insulation with a weather protection jacket. PIPING INSULATION SCHEDULE PIPE SIZE Inch (mm) Fiber Glass Insulation Domestic Hot up to 200 F up to 2 inch 2'/2 to 4 over 4 inches Cold Water all sizes Roof Drain Bodies all sizes Roof Drainage within 10 Feet all sizes EASTHAVEN VILLA ADDITION, YELM, WA THICKNESS Inch (mm) 1'h 1'/z 2 1 1 1'/z MECHANICAL INSULATION 15250 - 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 (3 Meters) of the Exterior Plumbing Vents Within 10 Feet all sizes 1 (3 Meters) of the Exterior Heating Water Supply & Return all sizes 2 Piping Exposed to Freezing all sizes 1'/2 (Include piping in exterior walls) Elastomeric Foam Refrigerant Suction all sizes 1 Refrigerant Hot Gas all sizes 3/4 Humidifier Piping all sizes 3/4 EQUIPMENT INSULATION SCHEDULE THICKNESS Inch (mm) Flexible Fiber Glass Blanket Water Softeners 1 Heat Exchangers /Converters 1'/2 Air Separators 1 Chilled Water Pump Bodies 1'/2 Rigid Fiber Glass Board Domestic Hot Water Storage Tanks 2 Elastomeric Foam Chiller Cold Surfaces 3 1'/2 (Not Factory Insulated) 2 FSK Calcium Silicate 2 4 Flue Gas Breeching] 1'/z FSK DUCTWORK INSULATION SCHEDULE THICKNESS FINISH Inch (mm) Flexible Fiber Glass Exhaust Ducts Within 10 ft (3 m) 1'/2 FSK of Exterior Openings Exhaust Ducts Exposed to Outdoor 1'/2 FSK Air Ventilation Equipment Casings Supply Ducts (Cooling Systems) 1' /z FSK Return Ducts in Unconditioned 1'/2 FSK Spaces Rigid Fiber Glass Combustion Air Ducts 3 AP Outside Air Intake Ducts 2 FSK Plenums (Cooling Systems) 2 FSK Return and Relief Ducts in 1'/z FSK Mechanical Rooms Duct Liner Where Indicated 1 LINACOUSTIC PERMACOTE OR MAT FACED The above listed insulation thickness schedule is recommended for energy conservation, and does EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL INSULATION 15250 - 6 1 account for personal protection or condensation control. The minimum R -value of the insulation for the 2 actual operating conditions in the project should conform with, ASHRAE 90.1. 3 4 5 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA MECHANICAL INSULATION 15250 - 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 SECTION 15400 PLUMBING FIXTURES AND TRIM PART 1- GENERAL WORK INCLUDED Plumbing fixtures. Fixture trim. Floor drains. Roof drains. Miscellaneous plumbing items. RELATED WORK SPECIFIED ELSEWHERE The provisions of Section 15050 - Mechanical Basic Materials and Methods, apply to Work specified in this Section. SUBMITTALS Submit the following in accordance with Section 15050 Product data for each item specified. PLUMBING FIXTURE STANDARDS All fixtures must conform to current flow /usage rates for the State of Washington. PART 2- PRODUCTS ACCEPTABLE MANUFACTURERS Manufacturers stated for each fixture specified and the following manufacturers are approved for bidding except when indicated 'only ". Final approval for the installation based upon approval of submittal data. Drainage products and Carrier products: J.R. Smith, Josam, Zurn, and Wade. Fixtures: American Standard, Kohler, and Eljer. Seats: Olsonite, Church, and Beneke. Stainless Steel products: Elkay and Just. Faucets: Delta, Chicago, or by fixture supplier. Other products: As indicated. Other Manufacturers: Submit Substitution Request in accordance with Section 01300. EASTHAVEN VILLA ADDITION, YELM, WA PLUMBING FIXTURES AND TRIM 15400 - 1 1 FIXTURE TRIM 2 3 Supply Stops 4 5 Speedway flexible supplies with angle stops with stuffing boxes to wall with canopy flanges; all chrome plate 6 finish. Provide removable key handles. 7 8 Traps 9 For floor drains, provide coated cast iron P -trap; recess, screw jointed or bell and spigot. 10 11 For other fixtures, provide 17 gauge, chrome plated tubing P -traps with solder bushings. 12 13 PLUMBING FIXTURES 14 15 See Plumbing Fixture Schedule on drawings. 16 17 PART 3 - EXECUTION 18 19 FIXTURE TRIM 20 21 Provide plumbing fixture trim where applicable on fixtures. 22 23 PLUMBING FIXTURES 24 25 Mounting Heights 26 All fixtures standard rough -in catalogued heights unless shown otherwise on the Mechanical and 27 Architectural Drawings. 28 29 Water Supplies 30 When both hot and cold water to a fixture is required, connect the hot on the left and the cold on the 31 right. 32 33 Floor Drains 34 Set top flush with finished floor. 35 36 Provide membrane clamp where required. 37 38 Provide trap primer 39 40 Cleanout 41 Where shown or required for purposes intended. 42 43 Cover set flush with finished surface. 44 45 Roof and Overflow Drains 46 With four pound lead flashing sheets extending not less than six inches beyond the drain body. Not 47 required when sump receiver is furnished. 48 49 PRIMING VALVES 50 51 Floor drain traps primed with priming valves with 3/8 inch copper pipe to floor drain. 52 rte, 53 Three traps maximum primed from one priming valve. 54 EASTHAVEN VILLA ADDITION, YELM, WA PLUMBING FIXTURES AND TRIM 15400 - 2 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA PLUMBING FIXTURES AND TRIM 15400 - 3 1 SECTION 15410 2 3 DOMESTIC WATER PIPING SYSTEM 4 5 PART 1- GENERAL 6 7 WORK INCLUDED 8 9 Connection to utility main 10 11 Domestic water service 12 13 Hot, cold and hot water, circulating piping system, connection to fixtures and equipment. 14 15 The water shall be connected to the existing main. Isolation valves and domestic water service from the 16 connection to the new fixtures shall be provided. 17 18 STANDARDS 19 20 Conform to the standards, details specifications, and requirements of the Water Purveyor. 21 22 Conform to the current listing of "Approved Cross - connection Control Devices ", D.S.H.S., Health Services 23 Division, Water Supply, and Waste Section. 24 25 PART 2 - PRODUCT 26 27 PIPE AND PIPE FITTINGS (See Section 15060) 28 29 VALVES (See Section 15100) 30 31 MECHANICAL SUPPORTING DEVICES (See Section 15800) 32 33 PART 3 - EXECUTION 34 35 TESTING 36 37 Upon completion of roughing -in and before setting fixtures, test hot and cold water system at 150 p.s.i. 38 Hydrostatic. Hold test for a minimum of thirty (30) minutes. 39 40 If a portion of piping is to be concealed before finishing, this portion shall be tested separately. 41 42 If test shows leak or defect, repair by remaking with new material, and retest. 43 44 DISINFECTING 45 46 Flush lines after testing; minimum flushing velocity 2.5 feet per second. 47 48 Disinfect lines after flushing to chlorine residuals of not less than 50 parts per million and allow to stand for 49 24 hours. Open and close valves to assure complete chlorinating. After disinfecting, flush and refill the 50 pipeline. 51 052 53 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA DOMESTIC WATER PIPING SYSTEM 15410 - 1 1 SECTION 15453 2 3 PLUMBING LOOP EQUIPMENT 4 5 PART 1 - GENERAL 6 7 SECTION INCLUDES 8 9 Provide pumps and all associated system materials. 10 11 Provide water heaters and hot water circulation system for fixtures installed. 12 13 REFERENCES 14 15 ANSI /ASHRAE 90A - Energy Conservation in New Building Design. 16 17 ASME Section VIIID - Pressure Vessels; Boiler and Pressure Vessel Codes. 18 19 ANSI /NFPA 30 - Flammable and Combustible Liquids Code. 20 21 ANSI /NFPA 54 - National Fuel Gas Code. 22 23 ANSI /NFPA 70 - National Electrical Code. 24 25 ANSI /UL 1453 - Electric Booster and Commercial Storage Tank Water Heaters. 26 27 ANSI /NEMA 250 - Enclosure for Electrical Equipment (1000 Volts Maximum). 28 29 RELATED WORK SPECIFIED ELSEWHERE 30 31 Section 15400 - Plumbing and Fixtures. 32 33 QUALITY ASSURANCE 34 35 Submit the following: 36 Product data for each item specified. 37 38 Operating and Maintenance data. 39 40 SUBMITTALS 41 42 Submit under provisions of DIVISION 1. 43 44 Product Data: 45 Indicate type, capacity, power requirements and affected adjacent construction. 46 47 For pumps, submit certified pump curves showing pump performance characteristics with pump 48 and system operating point plotted. Include NPSH curve when applicable. 49 50 Provide electrical characteristics and connection requirements. 51 52 Manufacturer's Installation Instructions. 53 EASTHAVEN VILLA ADDITION, YELM, WA PLUMBING LOOP EQUIPMENT 15453 -1 1 OPERATION AND MAINTENANCE DATA 2 3 Submit under the provisions of DIVISION 1. 4 5 Include operation, maintenance, and inspection data, replacement part numbers and availability, and service 6 depot location and telephone number. 7 8 QUALITY ASSURANCE 9 10 Perform Work in accordance with State of Washington standards and Washington State Non - Residential 11 Energy Code. 12 13 Provide pumps with manufacturer's name, model number and rating /capacity identified. 14 15 Ensure products and installation of specified products are in conformance with recommendations and 16 requirements of the following organizations: 17 Underwriters Laboratories (UL). 18 19 Ensure pumps operate at specified system fluid temperatures without vapor binding and cavitation are 20 non - overloading, in parallel or individual operation, operate within 25 percent of midpoint of published 21 maximum efficiency curve. 22 23 DELIVERY, STORAGE, AND HANDLING 24 25 Deliver, store, protect and handle products to site under provisions of DIVISION 1. 26 27 Provide temporary inlet and outlet caps. Maintain caps in place until installation. 28 29 WARRANTY 30 31 Provide five -year warranty under provisions of DIVISION 1. 32 33 Warranty: Include coverage of inline circulator. 34 35 PART 2 - PRODUCTS 36 37 IN -LINE CIRCULATOR PUMPS 38 39 Manufacturers: 40 Armstrong, Bell & Gosset, Taco or equal model. 41 42 Performance: 43 See Equipment Schedule on plans. 44 45 Casing: Bronze, rated for 125 psig (860 kPa) working pressure. 46 47 Impeller: Bronze 48 49 Shaft: Alloy steel with integral thrust collar and two, oil lubricated bronze sleeve bearings. 50 51 Seal: Carbon rotating against a stationary ceramic seat. 52 53 Drive: Flexible coupling. 54 EASTHAVEN VILLA ADDITION, YELM, WA PLUMBING LOOP EQUIPMENT 15453 - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 WATER HEATERS As scheduled PART 3 - EXECUTION PUMP INSTALLATION Install in accordance with manufacturer's instructions. Provide air cock and drain connection on horizontal pump casings. Provide line sized isolating valve and strainer on suction and line sized soft seated check valve and balancing valve on discharge. Decrease from line size with long radius reducing elbows or reducers. Support piping adjacent to pump such that no weight is carried on pump casings. Provide supports under elbows on pump suction and discharge line sizes 4 inches (100 mm) and over. Ensure pumps operate at specified system fluid temperatures without vapor binding and cavitation, are non - overloading in parallel or individual operation and operate within 25 percent of midpoint of published maximum efficiency curve. Align and verify alignment of base mounted pumps prior to start-up. WATER HEATER INSTALLATION Install per manufacturer's installation instructions and in accordance with Washington State Regulations. Provide pressure /temperature relief valve on tanks and pipe to floor drain. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA PLUMBING LOOP EQUIPMENT 15453 - 3 1 SECTION 15465 2 3 NATURAL GAS SYSTEM 4 5 PART 1 - GENERAL 6 7 WORK INCLUDES 8 9 Natural gas piping system, equipment and connections. 10 11 Connection to the main, service to the meter and meter provided by Gas Utility include cost in bid. Make 12 all arrangements for service. 13 14 STANDARDS 15 16 Comply with requirements of the Gas Utility. 17 18 Comply with requirements of the American Gas Association (AGA) 19 20 Comply with requirements of latest adopted addition of Uniform Mechanical Code. 21 22 PART 2 - PRODUCT 23 24 PIPE AND PIPE FITTINGS (see Section 15060) 25 26 VALVES (See 15100). 27 EASTHAVEN VILLA ADDITION, YELM, WA NATURAL GAS SYSTEM 15465 -1 28 MECHANICAL SUPPORTING DEVICES (See Section 15090) 29 30 PRESSURE REDUCING VALVES 31 32 Pressure range and capacity as scheduled on the drawings, Fisher, Rockwell, or approved substitute. 33 34 PART 3 - EXECUTION 35 36 GAS METER 37 38 Provide 4 -inch thick concrete pad for meter. 39 40 Provide shutoff valve immediately downstream of meter. 41 42 PRESSURE REDUCING VALVES 43 44 Provide shutoff valve ahead of each regulator. 45 46 Install pressure regulator vent up 5' -0" above the level of the door, window or other openings into building; 47 terminate no less than 15' -0 from fresh air intakes. 48 49 Provide shutoff valve where gas enters building. 50 51 Provide a gas cock and a 6 -inch drip lead at each equipment connection or rough -in terminal. 52 53 Do not install gas pipe inside building below concrete slab on grade. 54 55 BURIED PIPE 56 EASTHAVEN VILLA ADDITION, YELM, WA NATURAL GAS SYSTEM 15465 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Minimum bury 12- inches. Polyethylene pipe: Provide a coated copper tracer wire #12 laid adjacent to the pipe. Do not wrap around pipe. Install in as long a continuous run as possible. Do not install in close proximity to heat sources, such as heating piping or hot asphalt. Black Steel Pipe: For any unwrapped buried pipe, or to repair damage to mill wrapping, wrap clean buried pipe with 3M Scotch Wrap #50(10 mil) tape, 2 -inch width with not less than 3/8 -inch lap. Surface must be clean and dry before wrapping. As an alternate, use tape -Coat tar - impregnated tape, applied with heat. Make -up joints for screwed black steel pipe with graphite and oil of approved compound or teflon pipe joint tape or other approved pipe joints material insoluble in the presence of gas. Air test piping carrying gas at 14- inches W.C. or less at 10psig for 15- minutes without perceptible pressure drop. Air test piping carrying gas at more than 14- inches W.C., and all welded piping, at 60 psig for 30- minutes without perceptible pressure drop. Follow test procedures other than these if required by the Gas Company. CORROSION CONTROL All ferrous pipe exposed to the exterior to be cleaned of all corrosion, primed with a rust inhibiting primer and painted with an enamel finish coat. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA NATURAL GAS SYSTEM 15465 -2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 15500 FIRE SPRINKLING PART 1 - GENERAL GENERAL REQUIREMENS Conform to General Conditions and Supplemental Conditions. SECTION INCLUDES Codes and Specifications Letter of Approval Drawings Automatic Wet Pipe Fire Sprinkling Electrical Interface Piping and Fittings Sprinkler Heads General Equipment Installation Coordination Flushing and Testing CODES AND SPECIFICATIONS Installation and design criteria shall meet the requirements of the National Fire Protection Association (Pamphlet 13), Uniform Fire Code, Uniform Building Code and Uniform Mechanical Code. All Equipment used shall be U. L. approved. Refer to "Product Testing" Section 15010. LETTER OF APPROVAL The Contractor shall furnish the Engineer with a letter of approval from the local Fire Department after the installation is complete, stating that the installation has been approved. DRAWINGS The Sprinkling Contractor shall submit the following drawings: Copies of all shop drawings for the installation of the sprinkling system submitted to the Engineer and Owner. Drawings shall show connection to the fire loop, valves, check valves and connection to all equipment. Drawings shall include the stamp of approval from the Local Fire Department. The Contractor shall not proceed with his work until said shop drawings have been approved by the Engineer. EASTHAVEN VILLA ADDITION, YELM, WA FIRE SPRINKLING 15500 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 AUTOMATIC WET PIPE FIRE SPRINKLING Finish and install a complete "wet pipe" automatic sprinkling system for all required areas. The system shall be designed to meet all requirements of NFPA -13. This contractor must become completely familiar with the entire facility, and his design and installation must conform to all applicable codes within his specialty. This fire sprinkling contractor shall include in his bid the cost of providing the valves, flow switches, piping, etc., for a complete system as required by NFPA -13. ELECTRICAL INTERFACE All Electrical wiring in connection with flow switches, tamper switches, post indicator valve switches, etc., shall be done bythe electrical Contractor. This Contractor shall provide the Electrical Contractor all information and requirements in connection with these services. PART 2 - PRODUCT GENERAL All equipment furnished shall conform to above mentioned codes and shall be essentially standard equipment. PIPING AND FITTINGS Piping material shall be steel of thickness (schedule) allowed by NFPA for grooved join (Victaulic or equal). All gaskets shall be lubricated per the manufacturer's recommendations. Pipe and fittings from alarm valve to water motor alarm and drain piping shall be galvanized schedule 40 steel pipe. SPRINKLER HEADS Type I Type II Adjusting, recessed in ceiling, chrome plated escutcheon E -1 with model "M" heat sensitive glass bulb and bronze head. Pendant mounted bronze with heat sensitive glass bulb and wire guard. GENERAL EQUIPMENT General items required for the job shall be included in contract bid and submitted as herein before specified. Miscellaneous items shall include but not be limited to hangers, gauges, fittings, and earthquake bracing. PART 3 - EXECUTION GFNFRAI Install all work in accordance with applicable codes and requirements of NFPA #13. Install must respond to the building configuration. Install all work with personnel experienced in the installation of fire sprinkler systems. Wet system piping installed in unheated areas shall be insulated. EASTHAVEN VILLA ADDITION, YELM, WA FIRE SPRINKLING 15500 - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 SPRINKLER HEADS Use Type I in all ceilings of corridors, offices, toilets, storage areas, and custodian rooms. Use type II in unfinished areas of area without ceiling. INSTALLATION All Piping shall be run in space above ceilings, pipe shafts, etc. All piping shall be concealed unless otherwise specified or shown on the plans as exposed. All exposed piping shall be concealed unless otherwise specified or shown on the plans as exposed. All exposed piping shall be painted as directed by the Engineer and shall run parallel to the building structure in a neat, workmanlike manner. Where piping is below grade, it shall not be insulated, but it shall be painted with a heavy coat of bitumastic paint. COORDINATION Electrical and Mechanical drawings shall be closely examined by the Sprinkler Contractor and his work shall be arranged to avoid interference's. Very close coordination between the Sprinkler Contractor and the Ceiling contractor is required for work area cleanliness and ceiling work in support of piping installation. FLUSHING AND TESTING Flushing and testing of water main and fire sprinkling system shall conform to all local and State codes. All required tests shall be performed in the presence of local authorities as required. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA FIRE SPRINKLING 15500 - 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 15623 FORCED AIR FURNACES PART 1- GENERAL SECTION INCLUDES Forced Air Furnaces Air handling units Refrigerant cooling coils. Air cooled condensing units Controls REFERENCES ARI 270 — Sound Rating of Outdoor Unitary Equipment. ARI 520 — Positive Displacement Refrigerant Compressors, Compressor Units and Condensing Units. ASHRAE 14 — Methods of Testing for Rating Positive Displacement Condensing Units. ASHRAE 15 — Safety Code for Mechanical Refrigeration. ASHRAE 90A — Energy conservation in New Building Design. NEMA MG 1 — Motors and Generators. NFPA 54 (AGA Z2232.1) — National Fuel Gas Code. NFPA 90A — Installation of Air Conditioning and Ventilating Systems. NFPA 90B — Installation of Warm Air Heating and Air Conditioning Systems. UL 207 — Refrigerant — Containing Components and Accessories, Non - Electrical. UL 303 — Refrigeration and Air - Conditioning Condensing and Compressor Units. PART 2 - PRODUCT GAS FIRED FURNACES Manufacturer: Carrier Trane Or equal Units: Self- contained, packaged, factory assembled, pre -wired unit consisting of cabinet, supply fan, heating element, controls, air filter, and accessories; wired for single power connection with control transformer. Air Flow Configuration: Vertical. EASTHAVEN VILLA ADDITION, YELM, WA FORCED AIR FURNACES 15623 - 1 R G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 Heating: Natural gas fired. Electric Refrigeration: efrigerant cooling coil and outdoor package containing compressor, condenser coil and condenser fan. Accessories: Concentric roof termination kit. Cabinet: Steel with baked enamel finish, easily removed and secured access doors with safety interlock switches, glass fiber insulation with reflective liner. Supply Fan: Centrifugal type rubber mounted with direct or belt drive, adjustable carible pich motor pulley. Motor: NEMA MG 1, multiple speed, permanently lubricated, hinge mounted. Heat Exchanger: Aluminized and stainless steel tubular type. Gas Burner: Atmospheric type with adjustable combustion air supply, Gas valve provides 100 percent safety gas shut -off; 24 volt combining pressure regulation, safety pilot, manual set (On -Off), pilot filtration, automatic electric valve. Electronic pilot ignition, with hot surface igniter. Non - corrosive combustion air blower with permanently lubricated motor. Gas Burner Safety Controls: Thermocouple senor: Prevents opei \ning of gas valve until pilot flame is proven and stops gas flow on ignition failure. Flame rollout switch: Installed on burner box and prevents operation. Vent safety shutoff sensor: Temperature sensor installed on draft hood and prevents operation, manual reset. Limit Control: Fixed stop at maximum permissible setting, de- energizes burner on excessive bonnet temperature, automatic resets. Operating Controls Thermostat: 7 -day programmable with night setback. Supply Fan Control: Energize from bonnet temperature independent of burner controls, with adjustable timed off delay and fixed timed on delay, with manual switch for continuous fan operation. Air Filters: 1 inch thick urethane, washable type arranged for easy replacement. Performance: Ratings: Energy Efficiency Rating (EER) not less than requirements of ASHRAE 90A; seasonal efficiency to ASHRAE 103. Gas heating capacities are sea level ratings. Air Handling: Refer to Mechanical Equipment Schedule on Contract Drawings. EASTHAVEN VILLA ADDITION, YELM, WA FORCED AIR FURNACES 15623 - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Heat Capacity: Refer to Mechanical Equipment Schedule on Contract Drawings. Annual fuel utilization efficiency (AFUE): 92% AIR HANDLING UNIT Manufacturer: Carrier Trane Or equal Units: Self- contained, packaged, factory assembled, pre -wired unit consisting of cabinet, supply fan, controls, air filter, and accessories; wired for single power connection with control transformer. Air Flow Configuration: Vertical. Electric Refrigeration: Refrigerant cooling coil and outdoor package containing compressor, condenser coil and condenser fan. Cabinet: Steel with baked enamel finish, easily removed and secured access doors, glass fiber insulation and reflective liner. Supply Fan: Centrifugal type rubber mounted with direct or belt drive, adjustable variable pitch motor pulley. Motor: NEMA MG 1; multiple speed, permanently lubricated, hinge munted. Air Filters: 1 inch thick urethane, washable type arranged for easy replacement. Performance: Refer to Mechanical Equipment Schedule on Contract Drawings. EVAPORATOR COIL UNITS Manufacturer: Carrier Trane Or equal Construction and Ratings: In accordance with ARI 210 -240. Evaporator Coil: Copper tube aluminum fin assembly, galvanized drain pan, drain connection, restricted piping connections, restricted distributor or thermostatic expansion valve, steel cabinet with baked enamel finish andinsulation. Cooling Capacity: Refer to Mechanical Equipment Schedule on Contract Drawings. CONDENSING UNITS Manufacturer: Carrier Trane Or equal Construction and Ratings: In accordance with ARI 210 -240. Testing: ASHRAE 14. EASTHAVEN VILLA ADDITION, YELM, WA FORCED AIR FURNACES 15623 - 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 Compressor: Hermetic, resiliently mounted integral with condenser, with positive lubrication, crankcase heater, high pressure control, motor overload protection, service valves and drier. Provide time delay control to prevent short cycling. Refrigeration Accessories: Filter Drier, high pressure switch (manual reset), low pressure switch (automatic reset), service valves and gauge ports, thermometer well )in liquid line). Provide thermostatic expansion valves. Direct Exchange Condenser: Aluminum fin and copper tube coil, with direct drive axial propeller fan resiliently mounted, galvanized fan guard. Rated cooling output: Refer to Mechanical Schedule on contract Drawings. Electrical Characteristics: Refer to Electrical Panel Schedule on contract Drawings. Disconnect Switch: Factory mount disconnect switch on equipment. Refrigeration Operating Controls Room Thermostat: Cycles condensing unit and supply fan to maintain room temperature setting. Low Ambient Kit: Provide refrigerant pressure switch to cycle condenser fan on when condenser refrigerant pressure is above 285 psig and off when pressure drops below 140 [sig for operation to 0 degrees F. THERMOSTATS Manufacturer: Carrier Trane Or equal Adjustable Room Thermostat: Low voltage, to control burner operation, compressor and condenser fan and supply fan to maintain temperature setting. Include system selector switch (heat- off -cool) and fan control switch (auto -on). PART 3 - EXECUTION EXAMINATION Verify existing conditions before starting work. Verify that floors are ready for installation of units and openings are as indicated on shop drawings. Verify that supports for direct exchange condensers are completed. Verify that proper fuel supply is available for connection. INSTALLATION Installation in accordance with NFPA 90A NFPA 90B. Install gas fired furnaces in accordance with ANSI Z223.1 (NFPA 54). Provide vent connections in accordance with NFPA 211. Install refrigeration systems in accordance with ASHRAE 15. EASTHAVEN VILLA ADDITION, YELM, WA FORCED AIR FURNACES 15623 - 4 1 Pipe drain from cooling coils to nearest floor drain. 2 3 Mount air cooling condenser - compressor package on 4 -inch concrete housekeeping pad. 4 5 6 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA FORCED AIR FURNACES 15623 - 5 1 SECTION 15800 2 3 DUCTWORK ACCESSORIES 4 5 PART 1- GENERAL 6 7 SECTION INCLUDES 8 9 Air turning devices /extractors 10 11 Backdraft dampers 12 13 Combination fire and smoke dampers 14 15 Duct access doors 16 17 Duct test holes 18 19 Fire dampers 20 21 Flexible duct connections 22 23 Volume control dampers 24 25 Also to provide offsets and duct aspect ratio changes as required to install ductwork through structure and 26 in spaces provided. See Part III and drawings. 27 28 To provide complete systems of ductwork for 6" W.G. and /or 2" W.G. air systems 29 30 REFERENCES 31 32 NFPA 90A - Installation of Air Conditioning and Ventilating Systems. 33 34 NFPA 92A - Smoke Control Systems. 35 36 NFPA 70 - National Electrical Code. 37 38 SMACNA - HVAC Duct Construction Standards - Metal and Flexible. 39 40 UL 33 - Heat Responsive Links for Fire - Protection Service. 41 42 UL 555 - Fire Dampers and Ceiling Dampers. 43 44 UL 555S - Leakage Rated Dampers for Use in Smoke Control Systems. 45 46 SUBMITTALS 47 48 Submit under General conditions. 49 50 Shop Drawings: Indicate for shop fabricated assemblies including duct access doors. 51 52 Product Data: Provide for shop fabricated assemblies including duct access doors and hardware used. 53 Include electrical characteristics and connection requirements. 54 EASTHAVEN VILLA ADDITION, YELM, WA DUCTWORK ACCESSORIES 15800 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 Manufacturer's Installation Instructions: Indicate for control dampers. PROJECT RECORD DOCUMENTS Submit under provisions of Division 15 & Division 01. Record actual locations of access doors. QUALIFICATIONS Manufacturer: Company specializing in manufacturing the Products specified in this section. REGULATORY REQUIREMENTS Products Requiring Electrical Connection: Listed and classified by Underwriters' Laboratories Inc., as suitable for the purpose specified and indicated. DELIVERY, STORAGE, AND HANDLING Deliver, store protect and handle products to site under provisions of Division 15 & Division 01. Protect dampers from damage to operating linkages and blades. EXTRA MATERIALS Furnish under provisions of Division 15 & Division 01. PART 2 - PRODUCTS AIR TURNING DEVICES /EXTRACTORS Multi -blade device with blades aligned in short dimension; steel construction; with individually adjustable blades, mounting straps. BACKDRAFT DAMPERS (BDD Provide the backdraft dampers of the sizes shown on Plans and of the types hereinafter specified Metallic Dampers: Ruskin Model BD2 /A1, with extruded aluminum frame and extruded aluminum blades with vinyl edge seals. Operational pressures are .03" W.G. to blades start to open or equal to 10" W.G. blades fully open. Non - Metallic Dampers: Ruskin Model NMS2 Wonder Metals Model FBD or equal with neoprene- coated glass fabric blades in a steel frame with either galvanized expanded metal or wire mesh backing. DUCT ACCESS DOORS Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. Fabrication: Rigid and close- fitting of galvanized steel with sealing gaskets and quick fastening locking devices. For insulated ductwork, install minimum one inch thick insulation, with sheet metal cover. Access doors with sheet metal screw fasteners are not acceptable. EASTHAVEN VILLA ADDITION, YELM, WA DUCTWORK ACCESSORIES 15800 - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 FLEXIBLE DUCT CONNECTIONS Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. Wherever ducts make connection with any air handling device such as supply fans, exhaust fans, etc., flexible connections are to be used. VOLUME CONTROL DAMPERS. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. Provide volume dampers in the branch duct serving each grille, register, ceiling diffuser, etc. See Part II, Products of this Specification Section. Splitter Dampers Material: Same gage as duct to 24 inches size in either direction, and two gages heavier for sizes over 24 inches. Blade: Fabricate of double thickness sheet metal to streamline shape, secured with continuous hinge or rod. Operator: Minimum 1/4 inch diameter rod in self aligning, universal joint action, flanged bushing with set screw. Single Blade Dampers: Fabricate for duct sizes up to 12 x 48 inch Multi -Blade Damper: Fabricate of opposed blade pattern with maximum blade sizes 8 x 72 inch. Assemble center and edge crimped blades in prime coated or galvanized channel frame with suitable hardware. End Bearings: Except in round ductwork 12 inches and smaller, provide end bearings. On multiple blade dampers, provide oil- impregnated nylon or sintered bronze bearings. Quadrants: Provide locking, indicating quadrant regulators on single and multi -blade dampers. On insulated ducts mount quadrant regulators on stand -off mounting brackets, bases, or adapters. Where rod lengths exceed 30 inches provide regulator at both ends. Duct above hard ceiling: Provide Young Regulator Volume Damper with Bowen Cable Control System. 2.06 FIRE. SMOKE AND FIRE /SMOKE DAMPERS General: Provide the fire dampers of the following types, where called for on Plans. Where damper has fusible link, such link shall be located outside the air stream. Sleeves shall be shop or factory fabricated at option of Contractor. Dampers shall be Ruskin, Greenheck, Cesco, or approved equal. Fire /smoke dampers shall be rated for no higher than Class II leakage and with an elevated temperature rating of not less than 350° F., and shall bear both UL 555 and UL 555S labels EASTHAVEN VILLA ADDITION, YELM, WA DUCTWORK ACCESSORIES 15800 - 3 1 Vertical & Horizontal Fire Dampers (FID): (For use in dynamic and static systems): Must conform to and bear 2 the UL 555 label noting the maximum air flow and static pressure limits. 3 Out -of- airstream Type "B" dampers with standard 165° link. One and one -half (1 -1/2) hour 4 dampers for wall or floor construction of less than three hours. Three -hour dampers for wall or 5 floor construction of three hours or greater. 6 7 In- airstream Type "A" dampers with standard 165° link for installation in existing duct (if any) and 8 where "B" style dampers cannot be installed. One and one -half (1 -1/2) hour dampers for wall or 9 floor construction of less than three hours. Three -hour dampers for construction of three hours or 10 greater. 11 12 Fire dampers in round duct must be "C" style with both blades and frame located out of airstream 13 and standard 165° (F) links. One and one -half (1 -1/2) hour dampers for wall or floor construction 14 of less than three hours. Three -hour dampers for construction of three hours or greater. 15 16 Fire damper shall be Ruskin Model DIBD2, or approved equal. 17 18 Ceiling Radiation Fire Dampers (RFD): 19 Must conform to and bear the UL 555C label. 20 21 Square and rectangular spring - loaded blades, standard 165° (F) links to fit steel ducts or ceiling 22 terminals, 3-4 hour rating. Furnish with extended frame, thermal blankets for air terminals and 23 square to round transitions as required. 24 25 For round neck diffusers, round butterfly style dampers with standard 165° (F) links, 3 -4 hour 26 rating. Furnish with thermal blanket for air terminals at ceiling membrane. 27 28 Ceiling radiation fire damper shall be Ruskin Model CFD, or approved equal. 29 30 Combination Fire /Smoke Dampers (CFSD): 31 Furnish and install at location shown on Plans, combination fire /smoke dampers meeting or 32 exceeding the following specifications: frame shall be a minimum of 16 -ga. Galvanized steel 33 formed into a structural hat channel shape with tabbed corners for reinforcement. The blades 34 shall be single skin 16 -ga. Minimum galvanized with three longitudinal grooves for reinforcement. 35 Bearing shall be stainless steel sleeve turning in an extruded hole in the frame. Blade edge seals 36 shall be silicone rubber mechanically locked in blade edge (adhesive or clip fastened seals are not 37 acceptable). Jamb seals shall be stainless steel flexible metal compression type. 38 39 Each combination fire /smoke damper shall be rated for 1.5 hours under UL Standard 555 and 40 shall further be classified by UL as a leakage rated damper for use in smoke control systems 41 under UL 555S and bear the UL labels for both UL 555 and UL 555S. Damper manufacturer shall 42 have tested a range of damper sizes covering all dampers covered by the Specifications. Testing 43 and qualifying a single damper size is not acceptable. The leakage rating under UL 555S shall be 44 leakage Class II (10 CFM /ft.2 at 1" W.G.). 45 46 Fire /smoke dampers may be round or square depending on the duct to which it is attached. 47 Contractor must provide square -to -round adapters as required. 48 49 As part of the UL qualification, dampers shall demonstrate a capacity to operate (to open and 50 close) under HVAC system operating conditions, with pressure of at least 2" W.G. in the closed 51 position and 2,000 FPM air velocity in the open position. 52 53 In addition to the leakage- rating already specified herein, the dampers and their actuators shall be 54 qualified under UL 555S to a minimum elevated temperature of 350° F. Appropriate 120V electric EASTHAVEN VILLA ADDITION, YELM, WA DUCTWORK ACCESSORIES 15800 - 4 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 �r 53 actuators shall be installed by the damper manufacturer at the time of damper fabrication. Damper and actuator shall be installed as a single entity which meets all, applicable UL 555 and UL 555S qualifications for both dampers and actuators. Dampers must open and close within 15 seconds of appropriate signal and dampers must close upon lack of power. Manufacturer shall provide factory- assembled sleeve of 17" minimum length (Contractor to verify requirement). Factory supplied caulked sleeve shall be minimum 20 -ga. For dampers through 84" wide and 18 -ga. Above, 84" wide if break -away connections are provided, 16 -ga. Sleeves are required if other connection methods are provided. Damper and actuator assembly shall be factory cycled ten times before shipment to assure operation. Temperature Control Contractor shall provide all necessary switches and relays, etc., to interface damper with smoke control system and building control system as described elsewhere in these specifications. Fire /smoke dampers in tunnel corridor construction must bear UL 555 and UL 555S labels, and meet all of the above criteria and have installation instructions showing UL approval for tunnel corridor construction. Fire /smoke dampers provided directly behind grilles in corridors must bear UL 555 and UL 555S labels and meet all of the above criteria and have installation instructions showing UL approval for the actuator to be in the airstream and accessible from the grille side of the damper. In systems requiring a smoke control system, provide remote sensing of damper position and damper override of damper closure to permit controlled operation in a dynamic smoke management system. Device shall be Ruskin Model TS150 firestat, or approved equal. Combination fire /smoke dampers shall be Ruskin Model FSD36, or approved equal. Smoke Dampers (SD): Must conform and bear the UL555S label. Dampers shall be rated at less than 10 CFM /ft.2 maximum leakage and classified under UL555S leakage Class II. Actuator shall be a Model MA418, 120V electric damper actuator with a factory 20 -ga. Galvanized sheet metal sleeve and a 350° F. Elevated temperature rating for the assembly. Smoke damper shall be Ruskin Model SD36 or equal to 16 -ga. blades and frame. Maintenance Materials: Leave six fusible links of each type used on the project with building maintenance where replaceable link -type dampers are furnished. DUCT SUPPORTS Ducts shall be run level and be supported at intervals necessary to prevent any bending or sagging. Hangers shall be at no more than 4 -0" on centers. Where angles are used to cradle the duct between joints, provide neoprene fabric between duct and angle to insulate vibration transmission. COILS See Part III, Execution of this Specification Section. PART 3 - EXECUTION EASTHAVEN VILLA ADDITION, YELM, WA DUCTWORK ACCESSORIES 15800 - 5 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 PREPARATION Verify that electric power is available and of the correct characteristics. INSTALLATION Install accessories in accordance with manufacturer's instructions, NFPA 90A, and follow SMACNA HVAC Duct Construction Standards - Metal and Flexible. Refer to Section 15890 for duct construction and pressure class. Provide backdraft dampers on fans and ducts where indicated. Provide duct access doors for inspection and cleaning before and after filters, coils, fans, automatic dampers, at fire dampers, combination fire and smoke dampers, and elsewhere as indicated. Provide minimum 8 x 8 inch size for hand access, 18 x 18 inch size for shoulder access, and as indicated. Review locations prior to fabrication. Provide duct test holes where indicated and required for testing and balancing purposes. Provide flexible connections immediately adjacent to equipment in ducts associated with fans and motorized equipment. Provide balancing dampers at points on supply, return, and exhaust systems where branches are taken from larger ducts as required for air balancing. Install minimum two duct widths from duct take -off. Provide balancing dampers on duct take -off to diffusers, grilles, and registers, regardless of whether dampers are specified as part of the diffuser, grille, or register assembly. Anchor units securely, to structure. Fire, smoke dampers to be installed per manufacturer's instructions. Verify rating for each damper prior to ordering. Contractor is to install the damper as needed to protect the rating. Modify ductwork, ductwork materials, fittings and routing to install damper correctly per UBC and UMC. Fire damper installation shall conform to details shown in the UL installation instructions for the particular damper. Each fire damper or fire /smoke damper shall have an access panel located not more than 6" from the fire damper served. Access panel shall not be less than 10" x 10" or equivalent size in smaller ducts. Ceiling radiation dampers must be installed in a UL rated ceiling assembly as explicitly described in the UL Fire Resistance Directory.. All dampers must be installed strictly in accordance with the UL installation instructions that must accompany the dampers and be available on site for the appropriate building inspector to view. Install volume dampers as defined in latest edition SMACNA HVAC Duct Construction Standards. Dampers to be constructed and installed consistent with pressure class. Stiffen all blades with the longest dimension exceeding 18 ". Duct penetrations for damper installation will require sealing as necessary to eliminate noise for each pressure class. EASTHAVEN VILLA ADDITION, YELM, WA DUCTWORK ACCESSORIES 15800 - 6 1 Volume dampers shall be installed with blades in the full open position, secured in place with locking quadrant - 2 type handle. Dampers shall be installed as far from air terminal as possible to eliminate air turbulence and 3 noise. 4 5 6 END OF SECTION 7 EASTHAVEN VILLA ADDITION, YELM, WA DUCTWORK ACCESSORIES 15800 - 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 15825 AIR DIFFUSING EQUIPMENT PART 1- GENERAL WORK INCLUDED Air terminal units. Registers. Diffusers. Door Grilles PART 2 - PRODUCT AIR TERMINAL UNITS Single Duct Variable /Constant Volume Units: Anemostat FAWSD single duct, variable /constant volume air distribution assemblies of the sizes and capacities shown on the plans, Anemostat, Titus, Trane, or approved substitute. Pressure independent assemblies capable of reset to any air flow between zero and the maximum cataloged cfm. Cfm limiteres will not be accepted. At an inlet velocity of 2000 fpm, the differential static pressure for any size not to exceed 0.15 -inch w.g. for the basic assembly. Sound ratings not to exceed NC scheduled. N.C. is based on 10 D.B. rom absorption RE 1012 watts, and 50 feet lined duct. Ceiling sound transmission class 35 -39. The air distribution assembly designed to maintain essentially constant flow regardless of inlet flow fluctuation. A hard duct elbow of any angle up to 90 degrees shall not alter the maximum or minimum factory air flow setting by more than 10 %. The air flow sensor and controller designed to prevent contamination and stoppage by building dust. Construct the assembly casing of galvanized steel, internally lined with 1 -1/2 lb. Density fiberglass insulation which complies with UL -181 and NFPA -90A. The damper extruded aluminum blades pivoted in Delrin self - lubricating bearings. The blades seat against closed -cell foam gasketed stops. Hot water zone coil, ratings and capacities as scheduled on the drawings. The Air Terminal Unit Manugactuere coordinates installation requirements with the temperature control contractor. REGISTERS AND DIFFUSERS General Units sized and scheduled Krueger unless indicated otherwise. Other manufacturers listed select and size units to obtain same performance and quality as unit scheduled. Carnes, Anemostat, J and J register, Titus, or approved substitute. EASTHAVEN VILLA ADDITION, YELM, WA AIR DIFFUSING EQUIPMENT15825 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Finish (unless noted otherwise): Ceiling Units: White Baked Enamel Schedule: (See equipment list) NC (NOISE CRITERIA) SCHEDULE Recommended Design Goals for Various Building Occupancies ( Ashrae Guide) Occupacny Preferred Alternate Private residence RC 25 -30(N) NC 25 -30 Apartments RC 30 -35(N) NC 30 -35 Hotels /Motels Individual rooms or suites RC 30 -35 (N) NC 30 -35 Meeting /banquet rooms RC 30 -35(N) NC 30 -35 Halls, corridors, lobbies RC 35 -40(N) NC 35 -40 Service /support areas RC 40 -45(N) NC 40 -45 Offices Executive RC 25 -30(N) NC 25 -30 Conference Rooms RC 25 -30(N) NC 25 -30 Private RC 30 -35(N) NC 30 -35 Open -plan Areas RC 35 -40(N) NC 35-40 Business Machines RC 40 -45(N) NC 40 -45 Computers Public circulation RC 40 -45(N) NC 40 -45 Hospitals and Clinics Private rooms RC 25 -30(N) NC 25 -30 Wards RC 30 -35(N) NC 30 -35 Operating rooms RC 25 -30(N) NC 25 -30 Laboratories RC 35 -40(N) NC 35 -40 Corridors RC 30 -35(N) NC 30 -35 Public areas RC 35 -40(N) NC 35 -40 Churches RC 30 -35(N) NC 30 -35 Schools Lecture and classrooms RC 25 -30(N) NC 25 -30 Open -plan classrooms RC 35 -40(N) NC 35 -40 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA AIR DIFFUSING EQUIPMENT15825 - 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 SECTION 15870 HVAC AND EXHAUST SPECIALTIES PART 1 - GENERAL SUMMARY INCLUDES BUT NOT LIMITED TO: Furnish and install specified material as described in Contract Documents. QUALITY ASSURANCES REQUIREMENTS OF REGULATORY AGENCIES Backdraft dampers shall bear AMCA seal and UL label. Fire smoke dampers and smoke dampers shall comply with UL555S and bear UL seal. Fire dampers shall be UL classified. PART 2 - PRODUCTS BACKDRAFT DAMPERS Multi- blade, parallel action counterbalanced backdraft dampers; 12 ga. galvanized steel with blades of maximum 7 inch width, with rubber sealed edges, linked together in rattle -free manner with 90 degree stop, steel ball bearings, and plated steel pivot pin; adjustment device to permit setting for varying differential static pressure. APPROVED MANUFACTURERS Ruskin Model CBS92 or equivalent. FIRE AND SMOKE DAMPERS VERTICAL FIRE SMOKE DAMPERS Ruskin #FSD36 combination fire smoke damper, with 165 degree fusible link and leakage class II, or equal. Coordinate with electrical contractor and Fire Alarm contractor to provide power to smoke damper motors and control of smoke dampers by Fire Alarm System. HORIZONTAL FIRE SMOKE DAMPERS Horizontal fire smoke dampers shall be a combination of a Ruskin #CFD fire damper with 165 degree fusible link and a Ruskin #SD36 smoke damper, leakage class II, or equal. Coordinate with electrical contractor and Fire Alarm contractor to provide power to smoke damper motors and control of smoke dampers by Fire Alarm System. 49 SMOKE DAMPER CONTROL 50 Coordinate with electrical contractor and Fire Alarm contractor to provide power to smoke damper 51 motors and control of smoke dampers by Fire Alarm System. 52 53 54 EASTHAVEN VILLA ADDITION, YELM, WA HVAC AND EXHAUST SPECIALTIES 15870- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 PART 3 - EXECUTION INSTALLATION Anchor units securely to structure. Fire smoke dampers to be installed per manufacturer's instructions. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA HVAC AND EXHAUST SPECIALTIES 15870- 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 16000 GENERAL ELECTRICAL PART 1 - GENERAL GENERAL REQUIREMENTS CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. If any discrepancies between this Section and Division 1 should arise, contact the Engineer who will resolve such differences in writing. Conform to General Conditions and Supplemental Conditions. SECTION INCLUDES Description of Work. Pre -Bid Coordination. Definitions. Drawing Methods. Codes, Permits and Fees. Workmanship. Guarantee. Submittals. Revisions. Existing Equipment and Materials. Materials. Or Equal Products. Demolition. Completion Testing and Clean -Up. Final Inspection, Corrections and Payment. DESCRIPTION OF WORK Furnish and install all labor, material, equipment, facilities, and transportation required for installation of a complete safe, workable, electrical system as indicated by Contract Drawings and the Electrical Specifications. All Work shall be in complete compliance with all applicable local, State and National codes, and as approved by Engineer. Items not specifically mentioned in the Specifications or noted on the Drawings, but which are necessary for a complete properly functioning installation, shall be included as a part of these Contract Requirements. EASTHAVEN VILLA ADDITION, YELM, WA GENERAL ELECTRICAL 16000- 1 1 Design and workmanship shall be in conformance with these specifications. 2 3 PRE -BID COORDINATION 4 5 The Contractor and electrical sub - contractor shall examine all Drawings (including mechanical and 6 architectural) and Specification, etc. Any contradictions, discrepancies or design feature which the 7 Contractor does not believe meets codes, or will not properly function as shown or intended, shall be 8 reported in writing (96) hours prior to bid opening to the Engineer. If no discrepancies, etc., are reported, 9 it will be assumed that the above conditions have been complied with. The Contractor will be responsible 10 for providing a complete properly operating electrical installation of type shown and specified without any 11 additional cost to Owner. 12 13 It shall be the Contractor's responsibility to determine which trade or sub - contractor shall perform such 14 items of Work as excavation /backfilling, cutting and patching, etc., and to ensure that all such Work is 15 provided for in the Contract (bid) Sum. 16 17 DEFINITIONS 18 19 "Provide" shall mean "furnish and install ". 20 21 "Indicated" shall mean "indicated on Drawings ". 22 23 "Noted" shall mean "noted on Drawings or specifications ". 24 25 Concealed" shall mean "hidden from sight as in trenches, chases, furred spaces or hung ceilings ". 26 27 "Exposed" shall mean "not concealed ", as defined above. 28 29 References within Division 16 to "Contractor ", also referred to as "the Contractor" or "this Contractor ", 30 shall mean "the Electrical Subcontractor ". 31 32 DRAWING METHODS 33 34 The Drawings are diagrammatic. The size and location of equipment are drawn to scale wherever 35 possible but some symbols are distorted dimensionally to obtain clarity in representation. 36 37 It is intended that all outlets be located symmetrically with Architectural elements and coordinated with 38 equipment furnished by the Owner or other trades. 39 40 The Drawings show the required size, number, and type of wires therein and points of termination of the 41 conduits, but do not show the intended routing or 42 total number of conduits required for the circuits shown. Additional conduits 43 shall be installed by the Contractor wherever needed to complete the installation of the wiring required for 44 the specific equipment furnished. 45 46 Riser and other diagrams are schematic only and do not necessarily show the physical arrangement of 47 the equipment. They shall not be used to obtain quantities or lineal runs of conduit. 48 49 The plans and specifications are complimentary and everything called for in either is as binding as if 50 called for in both. 51 52 CODES PERMITS, & FEES 53 See General Conditions. 54 All Work shall comply with the current requirements of all applicable local, state and national 55 codes and ordinances. 56 It shall be the responsibility of the Contractor to fully inform himself of all such requirements. EASTHAVEN VILLA ADDITION YELM, WA GENERAL ELECTRICAL 16000- 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 WORKMANSHIP All Work shall be performed by skilled, qualified workmen, with adequate experience in their trade to execute all Work intended. All Work shall be done in accordance with manufacturer's instructions and recommendations, except where the Drawings or these Specifications specifically indicate other instructions. WARRANTY Warranty workmanship and all components of the work for a period of one (1) year from the date of acceptance of the installation. Remedy any defects in workmanship and repair or replace any faulty equipment which fails within the warranty period without additional cost to the Owner. Assure replacement of defective unit at the time of final acceptance. SUBMITTAI S Contractor shall submit Shop Drawings and /or manufacturer's data on equipment to be used to Engineer for approval. All electrical submittals shall be submitted at one time, not piecemeal. Contractor shall submit data for all materials and equipment he proposes to use and furnish. The submittal data shall be as follows: Catalog Cuts: To be furnished for all standard (off- the - shelf) catalog items. Catalog cuts shall show the manufacturer, catalog number and complete specifications including rating, finish, dimensions, kind of materials used, etc. Shop Drawings: To be furnished for all nonstandard or uncatalogued items. Shop Drawings shall show manufacturer, manufacturer's type designation and complete specifications, including rating, finish, dimensions, kind of materials, etc. All submittals shall be coded or keyed to match the Drawing or Specification designation. Provide accurate "as built" record documents, per requirements of DIVISION 1. Also provide all manufacturer's warranties, and all applicable data on operation, maintenance, parts, etc., as a part of the project O & M Manuals, per DIVISION 1, for the above items. RFVISIONS There shall be no changes regarding the intent of these Drawings or Specifications or materials previously approved without the written approval of the Engineer. Any changes believed to be necessary by the Contractor shall be brought to the attention of the Engineer for his approval. EXISTING EQUIPMENT AND MATERI Contractor shall determine existing equipment and materials as required to perform work indicated on Drawings. Before submitting bid, Contractor shall visit the site and examine all adjoining existing buildings, power and communication service, equipment and space conditions on which his work is in any way dependent for the best workmanship and operation according to the intent of Specifications and Drawings. He shall EASTHAVEN VILLA ADDITION YELM, WA GENERAL ELECTRICAL 16000- 3 1 report to the Owner any condition which might prevent him from installing his equipment in the manner 2 intended. 3 4 PART2- PRODUCTS 5 6 MATERIALS 7 8 All materials and equipment used on this project shall be new, in an unused condition when delivered to 9 the site, and are required to bear the UL. label. 10 11 Make all necessary provisions for storing materials and equipment at the site to ensure the quality and 12 condition of the material to be installed. Utilize only new materials which are free of defects and which 13 arrive at the job site unopened in the original container. 14 15 OR EQUAL PRODUCTS 16 17 Items of equipment or materials referred to in these Specifications and on the Drawings are used for the 18 purpose of establishing a quality and standard of materials. Equal materials by manufacturer's other than 19 those named in the Specification may be used only if submitted and approved as equal products by the 20 Engineer. Those products which state "OR APPROVED EQUAL" must be submitted for approval before 21 notice to proceed is issued. 22 23 The Contractor shall be responsible for checking equipment dimensions of proposed substitute 24 equipment and be responsible for its fitting the spaces allowed. 25 26 The cost of any redesigning caused by a substitution shall be borne by the Contractor. 27 28 PART 3 - EXECUTION 29 30 DEMOLITION 31 32 The Contractor shall remove all fixtures, switches, receptacles, conduit, wiring and miscellaneous 33 equipment as indicated on Drawings or as required by job conditions. 34 35 All demolition Work shall be closely coordinated with the other trades and requirements of this 36 specification. 37 38 Materials removed during the demolition phase of the Work shall become the property of the Contractor, 39 and shall be removed from the site, unless specifically noted otherwise in the Specifications, or 40 Drawings. This shall include materials such as conduit, outlets, and wiring which was not in use prior to 41 this contract. 42 43 All existing equipment which is to be relocated shall be removed and reinstalled at a time convenient to 44 the Owner. Permission for removal must be obtained from a designated representative of the Owner 45 before any Work is started and equipment must be reinstalled in the new location in as short a time as 46 possible, utilizing normal working hours. 47 48 All existing fixtures and equipment associated with this contract shall be completely cleaned, renovated, 49 relamped, tested, and adjusted as directed by the Engineer. 50 51 Make fixture or equipment mounting modifications if required or directed. 52 53 All existing equipment left remaining shall be maintained in service. When encountered in Work, whether 54 shown on the Drawings or not, protect, brace and support existing active sewers, gas, electric, or other 55 services where required for proper execution of the Work. If existing active electrical services are 56 encountered that require relocation in order to execute general, electrical, or mechanical Work, relocate EASTHAVEN VILLA ADDITION YELM, WA GENERAL ELECTRICAL 16000- 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 services as required and /or directed without additional cost to the Owner. Any equipment which is not specifically indicated for removal or is not shown or noted shall remain in service. COMPLETION. TESTING AND CLEAN UP Upon completion of all electrical Work, the Contractor shall thoroughly clean all equipment and premises of any tools, crates, boxes, wire, etc., related to the electrical Work. Contractor shall perform all tests required by the Engineer, or to comply with local, state, or federal regulations. Tests shall assure a complete, balanced and safely operating system, including, but not limited to, all tests required by other Sections of this Specification. FINAL INSPECTION(S), CORRECTIONS AND PAYMENT During pre -final and final inspection, the electrical sub - contractor shall have a representative present for removal and replacement of any ceiling tile, box face plates, panel fronts, etc., requested by the Engineer for inspection purposes. A written list of unacceptable conditions, required changes, etc., will follow inspection and the Contractor shall immediately make changes, corrections, etc., required. Final contract payment will not be made until this has been completed to Engineer's and Owner's satisfaction. MISCELLANEOUS Cutting and Patching: The Contractor shall perform all cutting and patching as may be necessary for the proper installation of the electrical work. Grout around all raceway penetrations and fill all anchor bolt holes or spilled areas. Core drill new penetrations through existing structural walls, ceilings and floor slabs. Cleanup: The premises must be kept free of accumulated materials, rubbish, and debris at all times. Surplus material, tools, and equipment must not be stored at the building. At the completion of the job, all equipment fixtures shall be left clean and in proper condition for their intended use. Nameplates: Provide nameplates for all electrical equipment. A partial list includes, but is not limited to the following: all controls, disconnect switches, and all cabinets. Tests: Remove all temporary markings, etc., from devices when installing nameplates. Nameplates shall be engraved phenolic, white letters on black background, letter height 1/4" unless a lack of space requires smaller nameplate. Minimum overall height 1/2 ", length as required. Install with screws or pop rivets; glue is NOT approved. Test all wiring and all electrical equipment to verify absence of grounds and short circuits and verify proper operation, rotation, and phase relationship. Demonstrate operation of all equipment in accordance with the requirements of this specification and the manufacturer's recommendations. Perform tests in the presence of the Engineer. Provide all instruments and personnel required to conduct these tests. The Contractor shall conduct a continuity test for all low voltage control wire. The test results shall be given to the Engineer for acceptance prior to final completion. ON -SITE OBSERVATIONS AND SAFETY MEASURES During its progress, all work shall be subject to observation by the Engineer, and /or their representatives, and State and local Electrical Inspectors. The Engineer has not been retained or compensated to provide design and construction review services relating to the Contractor's safety precautions or to means, methods, techniques, sequences or procedures required for the Contractor to perform his work. The EASTHAVEN VILLA ADDITION YELM, WA GENERAL ELECTRICAL 16000- 5 X 1 Contractor will be totally responsible for conditions of the job site, including safety of all persons and 2 property during performance of the work. This requirement will apply continuously and not be limited to 3 normal working hours. The duty of the Engineer to conduct construction observations of the Contractor's 4 performance is not intended to include review of the adequacy of the Contractors' safety measures -- in, 5 on, or near the construction site. It shall be the Contractor's responsibility to comply with "Safety and 6 Health Regulations for Construction" in the Federal Register by the U. S. Department of Labor. 7 Contractor shall be responsible for providing all such safety measures and shall consult with the State 8 Inspector for interpretation whenever in doubt as to whether safe conditions do or do not exist or whether 9 it is or is not in compliance with State or Federal regulations. Furthermore, the Contractor distinctly 10 assumes all risk of damages or injury to any persons or property whenever located, resulting from any 11 action or operation under this contract or in connection with the work. 12 13 14 END OF SECTION EASTHAVEN VILLA ADDITION YELM, WA GENERAL ELECTRICAL 16000- 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 SECTION 16111 CONDUIT PART 1- GENERAL GENERAL REQUIREMENTS Conform to General Conditions and Supplemental Conditions for Washington State Facilities Construction. SECTION INCLUDES References Design Requirements Submittals Project Record Documents Regulatory Requirements Delivery, Storage, and Handling Project Conditions Metal Conduits Flexible Metal Conduits Liquidtight Flexible Metal Conduit. Electrical Metallic Tubing. Application Installation Minimum Phases Supports Arrangements Routing Interface With Other Products ANSI C80.1 - Rigid Steel Conduit, Zinc Coated. ANSI C80.3 - Electrical Metallic Tubing, Zinc Coated. EASTHAVEN VILLA ADDITION, YELM, WA CONDUIT 16111- 1 1 ANSI /NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable Assemblies. 2 3 ANSI /NFMA FB 1 - Nation Electrical Code. 4 5 NECA "Standard of Installation." 6 7 DESIGN REQUIREMENTS 8 9 Conduit Size: ANSI /NFPA 70. 10 11 SUBMITTALS 12 13 Product Data: Provide for metallic conduit, flexible metal conduit, liquidtight flexible metal conduit, metallic 14 tubing, fittings, conduit bodies. 15 16 PROJECT RECORD DOCUMENTS 17 18 Submit under provisions of Section 01700. 19 20 Accurately record actual routing of conduits larger than 1 inch. 21 22 REGULATORY REQUIREMENTS 23 24 Conform to requirements of ANSI /NFPA 70. 25 26 Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and 27 shown. 28 29 DELIVERY STORAGE, AND HANDLING 30 31 Deliver, store, protect, and handle products to site under provisions of Article 52 (Equal Products), General 32 Conditions of the Contract. 33 34 Accept conduit on site. Inspect for damage. 35 36 Protect conduit from corrosion and entrance of debris by storing above grade. Provide appropriate covering. 37 38 PROJECT CONDITIONS 39 40 Verify that field measurements are as shown on Drawings. 41 42 Verify routing and termination locations of conduit prior to rough -in. 43 44 Conduit routing is shown on Drawings in approximate locations unless dimensioned. Route as required to 45 complete wiring system. 46 47 PART 2- PRODUCTS 48 49 METAL CONDUIT 50 51 Manufacturers: Allied, National, Columbia 52 53 Rigid steel Conduit: ANSI C80.1 Hot dipped galvanized with galvanized malleable iron or non - corrosive alloy 54 threaded fittings compatible with galvanized conduit. Running thread or set screw fittings not permitted. EASTHAVEN VILLA ADDITION, YELM, WA CONDUIT 16111- 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 (Exception: Erickson couplings, OZ or equivalent watertight split couplings permitted). Intermediate Metal Conduit (IMC): Rigid Steel. Fittings and Conduit Bodies: ANSI /NEMA FB1. FLEXIBLE METAL CONDUIT Manufacturers: National, Allied, Columbia, OZ, American Brass. Description: Interlocked steel construction. Fittings: ANSI /NEMA FB 1. LIQUID -TIGHT FLEXIBLE METAL CONDUIT Manufacturers: National Electric, OZ Gedney "Flexi- guard ", American Brass Co. "Sealtite ", Columbia "Flex - Seal". Description: Interlocked steel construction with PVC jacket. Fittings: ANSI /NEMA FB 1. T &B "Super -Tite" or equal. ELECTRICAL METALLIC TUBING (EMT) Manufacturers: Allied Tube and Conduit, Triangle, Western Tube and Conduit, Wheatland. Description: ANSI C80.3; hot dipped galvanized, electro- galvanized, or shearadized steel tubing. Fittings and Conduit Bodies: ANSI /EMA FB 1; Rain tight; steel type using a split corrugated compression ring and tightening nut or stainless steel locking disc. Set screw, indenter or die -cast fittings are not acceptable. POLYVINYL CHLORIDE (PVC) Schedule 80, NEMA TC2, NEMA TC3 Fittings PART 3- EXECUTION APPLICATION Dry locations: Rigid steel and aluminum conduit, intermediate metal conduit, electrical metallic tubing. Wet Locations: Rigid steel and intermediate metal conduit. Use: Do not intermix types of conduit on any single or parallel conduit run. Electrical Metallic Tubing: Not permitted for sizes above 2" Not permitted for unfinished areas exposed to physical damage. Underground: PVC EASTHAVEN VILLA ADDITION, YELM, WA CONDUIT 16111- 3 1 INSTALLATION 2 3 REFERENCE: 4 Install conduit in accordance with NECA "Standard of Installation." 5 6 MINIMUM SIZES: 7 Branch Circuits: 3/4 inch (19 mm) unless otherwise specified. 8 9 SUPPORTS: 10 Arrange supports to prevent misalignment during wiring installation. 11 12 Supports shall be spaced every ten (10) feet. 13 14 Group related conduits and when more than two use the same routing; support using conduit trapeze 15 rack and minimum 3/8" threaded rod. Construct rack using "Unistrut" type steel channel; provide 16 space on each for 25 percent additional conduits. 17 18 Fasten conduit supports to building structure and surfaces. 19 20 Conduit supports for 1" conduit and less may be #9 wire pendant. Do not support other conduit sizes 21 with wire or perforated pipe straps. Remove wire used for temporary supports. 22 23 Conduit supports for 2" and smaller may be one hole clamps. 24 25 Conduit supports for conduit over 2" shall be steel channel rack with a minimum of two anchors to the 26 building structure per hanger. 27 28 Pipe clamps for use with a channel support rack may be one piece (two bolts into the channel) or two 29 piece (single bolt clamping the two pieces). 30 31 Do not attach conduit to ceiling support wires. 32 33 Provide lateral support for suspended raceway every 20 feet and longitudinal support every 40 feet. 34 35 ARRANGEMENT: 36 Arrange conduit to maintain headroom and present neat appearance. 37 38 Install concealed in construction unless noted otherwise on the drawings. 39 40 Route conduit parallel and perpendicular to walls. 41 42 Maintain adequate clearance between conduit and piping. 43 44 Maintain 12 inch clearance between conduit and surfaces with temperatures exceeding 104 degrees 45 F (40 degrees C). 46 47 Install no more than equivalent of three 90 degree bends between boxes. Use conduit bodies to 48 make sharp changes in direction, as around beams. use factory elbows for bends in metal conduit 49 larger than 2 inch size. 50 51 Install conduit at least 8" above fixtures in lay -in ceilings to accommodate fixture relocation. 52 53 ROUTING: 54 Conduit home runs shall extend from ceiling outlets or junction boxes, not wall outlets to facilitate EASTHAVEN VILLA ADDITION, YELM, WA CONDUIT 16111- 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 future wall removal. Add additional junction boxes as required. Maintain existing headroom. Do not block access to junction boxes, valves, mechanical equipment, etc. Verify structural design for installation constraints when fastening or penetrating structural members. Provide pullboxes as required to avoid excess conductor pulling tension and /or to comply with 270 degree bend code requirement. Do not route conduit closer than six inches from parallel run of heating systems or hot water piping. INSTALLATION: Cut conduit square using saw or pipecutter; de -burr cut ends. Bring conduit to shoulder of fittings; fasten securely. Use conduit hubs to fasten conduit to sheet metal boxes in damp and wet locations and to cast boxes. Provide suitable fittings to accommodate expansion and deflection where conduit crosses seismic, control and expansion joints. Use suitable caps to protect installed conduit against entrance of dirt and moisture. Ground and bond conduit. Cap raceway during construction with manufactured seals to prevent entrance of water or debris. Slope raceway to prevent trapping of seepage or condensation. INTERFACE WITH OTHER PRODUCTS Install conduit to preserve fire resistance rating of partitions and other elements. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA CONDUIT 16111- 5 �1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 SECTION 16120 WIRE AND CABLE PART 1- GENERAL GENERAL REQUIREMENTS Conform to General Conditions and Supplemental Conditions. SECTION INCLUDES Related Sections References Submittals Qualifications Regulatory Requirements Coordination Manufacturers Building Wire and Cable Evaluation Preparation Identification Installation Interface With Other Products Field Quality Control REFERENCES ANSI /NFPA 70 - National Electric Code. SUBMITTALS Submit under provisions of Section 16000. Product Data: Provide for each wire and cable assembly type. QUALIFICATIONS Manufacturer: Company specializing in manufacturing products specified in this Section with minimum three years documented experience. EASTHAVEN VILLA ADDITION, YELM, WA WIRE & CABLE 16120- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 REGULATORY REQUIREMENTS Conform to requirements of ANSI /NFPA 70. Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and shown. PROJECT CONDITIONS Verify that field measurements are as shown on Drawings. Conductor sizes are as shown on drawings. Wire and cable routing shown on Drawings is approximate unless dimensioned. Route wire and cable as required to meet Project Conditions. Where wire and cable routing is not shown, and destination only is indicated, determine exact routing and lengths required. COORDINATION Coordinate Work with work performed under other Sections or trades. Determine required separation between cable and other work. Determine cable routing to avoid interference with other work. PART 2- PRODUCTS MANUFACTURERS Building Wire and Cable: American, ITT Royal, Phelps Dodge, General Cable, Anaconda, Rome. Split Bolt Connectors: Burndy, Ilsco. Spring Wire Connectors: 3M, Ideal. Compression Connectors Burndy, Ilsco. Substitutions: Under provisions of Section 01600. BUILDING WIRE AND CABLE Conductor: Copper, Stranded Insulation Voltage Rating: 600 volts. Insulation: ANSI /NFPA 70, Type THHN /THWN, XHHW. Stranding: All Conductors to be stranded. Containers: Conductors shall be brought to work site in original containers bearing the Underwriter's label. EASTHAVEN VILLA ADDITION, YELM, WA WIRE & CABLE 16120- 2 1 PART 3- EXECUTION 2 3 EXAMINATION 4 5 Verify that mechanical work likely to damage wire and cable has been completed. 6 7 PREPARATION 8 9 Completely and thoroughly swab raceway before installing wire. 10 11 IDENTIFICATION 12 13 Color Coding: Color coding shall be as shown below. Where solid color wire installation cannot be obtained, 14 cables shall be coded with plastic vinyl tape, 3M 190 -A, 3/4 -inch or equal. 15 16 Feeder Cables: For writing continuity, all feeder cables shall have each phase identified according to the 17 following color code at all junction boxes and terminals. No exceptions permitted. Left-to- Right, top -to- bottom 18 or front -to -rear shall read A -B -C and be color coded as follows: 19 120/208 Volt System 20 Black Phase A 21 Red Phase B 22 Blue Phase C 23 White Neutral 24 Green Ground 25 Green/Yellow Tape 26 27 Branch Circuits shall be color coded as follows: 28 29 Black Phase A 30 Red Phase B 31 Blue Phase C 32 White Neutral 33 Green Ground 34 Yellow 35 Green/Yellow Stripe 36 37 INSTALLATION 38 39 Install products in accordance with manufacturers' instructions. All wiring shall be in raceway unless otherwise 40 noted on drawings. 41 42 Use conductor not smaller that 12 AWG for power and lighting circuits. 43 44 Pull all conductors into raceway at same time. 45 46 Do not make splices in home runs. 47 48 Use suitable cable fittings and connectors. 49 50 Clean conductor surfaces before installing lugs and connectors. 51 52 Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise. 53 54 Use split bolt connectors for copper conductor splices and taps, 6 AWG and larger. Tape un- insulated EASTHAVEN VILLA ADDITION, YELM, WA WIRE & CABLE 16120- 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 conductors and connectors with electrical tape to 150 percent of insulation rating of conductor. INTERFACE WITH OTHER PRODUCTS Identify each conductor with its circuit number or other designation indicated on Drawings. FIELD QUALITY CONTROL Inspect wire and cable for physical damage and proper connection. Measure tightness of bolted connections and compare torque measurements with manufacturer's recommended values. Verify continuity of each branch circuit conductor. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA WIRE & CABLE 16120- 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 SECTION 16130 OUTLETS, JUCTION AND PULLBOXES PART 1- GENERAL GENERAL REQUIREMENTS Conform to General Conditions and Supplemental Conditions. SECTION INCLUDES References Project Record Documents Regulatory Requirements Project Conditions Outlet Boxes Pull and Junction Boxes Installation Blank Covers Interface With Other Products Adjusting ANSI /NEMA FB 1 - Fittings and Supports for Conduit and Cable Assemblies. ANSI /NEMA OS 1 - Sheet -steel Outlet Boxes, Device Boxes, Covers, and Box Supports. ANSI /NFPA 70 - National Electric Code. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum). PROJECT RECORD DOCUMENTS Submit under provisions of Section 16000. Accurately record actual locations and mounting heights of outlet, pull, and junction boxes. REGULATORY REQUIREMENTS Conform to requirements of ANSI /NFPA 70. Furnish products listed and classified by Underwriters Laboratories, Inc. EASTHAEN VILLA ADDITION, YELM, WA OUTLETS, JUNCTION, AND PULLBOXES 16130- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 PROJECT CONDITIONS Verify field measurements are as shown on Drawings. Verify locations of outlets prior to rough -in. Electrical boxes are shown on Drawings in approximate locations unless dimensioned. Install at location required for box to serve intended purpose. PART 2- PRODUCTS OUTLET BOXES Sheet metal Outlet Boxes: ANSI /NEMA OS 1, galvanized steel or baked enamel, with return flange and screw retained cover. Device outlets shall be a minimum of 2 -1/4 inches deep. Minimum 4 inches square. Luminaire and Equipment Supporting Boxes: Rated for weight of equipment supported; include 1/2 inch male fixture studs where required. Cast Boxes: NEMA FB 1, Type FD, cast feralloy. Provide gasketed cover by box manufacturer. PULL AND JUNCTION BOXES Sheet Metal Boxes: NEMA OS 1, galvanized steel. Surface - Mounted Cast Metal Box: NEMA 2509, Type 4; flat - flanged, surface - mounted junction box. Material: Galvanized cast iron. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover screws. PART 3- EXECUTION INSTALLATION General: Coordinate the work of this Section with the work of other Sections and trades. Study all drawings that form a part of this contract and confer with the various trades involved to eliminate conflicts between the work of this Section and the work of other trades. Check and verify outlet locations indicated on design drawings, door swings, installation details and layouts of ceilings and locations of all plumbing, heating and ventilation equipment. Vertical and Horizontal Relationships: Where more than one outlet is shown or specified to be at the same elevation or one above the other, align them exactly on center lines horizontally or vertically. Where mis- installed, reinstall at no cost to the Owner. Device Outlet Height: Mount outlets at heights shown on the architectural details. Install electrical boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections and compliance with regulatory requirements. Install electrical boxes to maintain headroom and to present neat mechanical appearance. Install pull boxes and junction boxes above accessible ceilings and in unfinished areas only. Inaccessible Ceiling Areas: Install outlet and junction boxes no more than 6 inches from ceiling access panel or from removable recessed luminaire. EASTHAEN VILLA ADDITION, YELM, WA OUTLETS, JUNCTION, AND PULLBOXES 16130- 2 1 Install boxes to preserve fire resistance rating of partitions and other elements. 2 3 Align adjacent wall- mounted outlet boxes for switches, thermostats and similar devices with each other. 4 5 Finished areas: Use flush mounting outlet boxes with front edge (box or plaster ring) even with the finished 6 surface of the wall or ceiling. 7 8 Do not install flush mounting boxes back -to -back in walls; provide minimum 6 inch (150 mm) separation. 9 Provide minimum 24 inches (600 mm) separation in acoustic rated walls. 10 11 Secure flush mounting box to interior wall and partition studs. Accurately position to allow for surface finish 12 thickness. 13 14 Use stamped steel bridges to fasten flush- mounting outlet box between studs. 15 16 Install flush mounting box without damaging wall insulation or reducing its effectiveness. 17 18 Use adjustable steel channel fasteners for hung ceiling outlet box. 19 20 Do not fasten boxes to ceiling support wires. 21 22 Support boxes independently of conduit. 23 24 Use gang -box where more than one device is mounted together. Do not use sectional box. 25 26 Use gang box with plaster ring for single device outlets. 27 28 Large Pull Boxes: Boxes larger than 100 cubic inches (1,600 cubic centimeters) in volume or 12 inches (300 29 mm) in any dimension. 30 Interior Dry Locations: Use hinged enclosure. 31 32 Other Locations: Use surface - mounted cast metal box. 33 34 BLANK COVERS 35 36 Provide blank covers or plates over all boxes that do not contain devices or are not covered by equipment. 37 38 INTERFACE WITH OTHER PRODUCTS 39 40 Coordinate installation of outlet box for special equipment with Owner. 41 42 Coordinate locations and sizes of required access doors. 43 44 Locate flush mounting box in masonry wall to require cutting of masonry unit corner only. 45 46 Coordinate masonry cutting to achieve neat opening. 47 48 Coordinate mounting heights and locations of outlets mounted above counters, benches and backsplashes. 49 50 Position outlet boxes to locate luminaries as shown on reflected ceiling plan. 51 52 ADJUSTING 53 54 Install knockout closures in unused box openings. EASTHAEN VILLA ADDITION, YELM, WA OUTLETS, JUNCTION, AND PULLBOXES 16130- 3 END OF SECTION EASTHAEN VILLA ADDITION, YELM, WA OUTLETS, JUNCTION, AND PULLBOXES 16130- 4 1 SECTION 16141 2 3 WIRING DEVICES 4 5 PART 1- GENERAL 6 7 SECTION INCLUDES 8 9 Wall switches 10 11 Receptacles 12 13 Device plates and decorative box covers 14 15 Cord grips 16 17 RELATED SECTIONS 18 19 Section 16130 - Boxes. 20 21 REFERENCES 22 23 NEMA WD 1 - General Purpose Wiring Devices 24 25 NEMA WD 6 - Wiring Device Configurations 26 27 SUBMITTALS 28 29 Submit under provisions of Section 01300 30 31 Product Data: Provide manufacturer's catalog information showing dimensions, colors, and configurations. 32 33 Manufacturer's Instructions: 34 Indicate application conditions and limitations of use stipulated by product testing agency specified 35 under regulatory requirements. 36 37 Include instructions for storage, handling, protection, examination, preparation, operation and 38 installation of product. 39 40 QUALIFICATIONS 41 42 Manufacture: Company specializing in manufacturing products specified in this Section. 43 44 REGULATORY REQUIREMENTS 45 46 Conform to requirements of ANSI /NFPA 70. 47 48 Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and 49 shown. 50 51 PART 2- PRODUCTS 52 53 WALL SWITCHES 54 EASTHAVEN VILLA ADDITION, YELM, WA WIRING DEVICES SECTION 16141- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 Manufacturers: Hubbell Bryant Arrow -Hart Single Pole Switch: 1221 4901 1991 Double Pole Switch: 1222 4902 1992 Three -Way Switch: 1223 4903 1993 RECEPTACLES 208V AND 120V OUTLETS Manufacturers: Hubbell, Bryant, Arrow -Hart Type: NEMA 5 -15R; Straight Blade, Specification Grade, 15A, 125V. Type: NEMA 5 -20R; Straight Blade, Specification Grade, 20A, 125V. All other types to be chosen by NEMA configuration number only. All receptacles shall have provisions for being back and side wired. WALL PLATES Cover Plate, Sierra type 302 stainless steel. Attachment screws shall match finish of plate. CORD GRIPS All receptacle drops shall be hung using cord grips at the entrance to the raceway feeding the drop and using spring type hangers for strain relief attached to the cord at least 18" from the point of entry to the raceway. PART 3- EXECUTION EXAMINATION Verify outlet boxes are installed at proper height. Verify wall openings are neatly cut and will be completely covered by wall plates. Verify branch circuit wiring installation is completed, tested, and ready for connection to wiring devices. PREPARATION Provide extension rings to bring outlet boxes flush with finished surface. Clean debris from outlet boxes. INSTALLATION Install products in accordance with manufacturers' instructions. Install devices plumb and level. Install decorative plates on switch, receptacle, and blank outlets in finished areas. EASTHAVEN VILLA ADDITION, YELM, WA WIRING DEVICES SECTION 16141- 2 C Its 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Connect wiring device grounding terminal to branch circuit equipment ground conductor. Install decorative plates on switch, receptacle, and blank outlets in finished areas. Connect wiring devices by wrapping conductor around screw terminal. Use jumbo size plates for outlets installed in masonry walls. Install galvanized steel plates on outlet boxes in unfinished areas, above accessible ceilings, and on surface mounted outlets. INTERFACE WITH OTHER PRODUCTS Coordinate locations of outlet boxes provided under Section 16130 to obtain mounting heights indicated in specifications or drawings. FIELD QUALITY CONTROL Inspect each wiring device for defects. Operate each wall switch with circuit energized and verify proper operation. Verify that each receptacle device is energized. Test each receptacle device for proper polarity. Test each GFCI receptacle device for proper operation. ADJUSTING Adjust devices and wall plates to be flush and level. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA WIRING DEVICES SECTION 16141- 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 SECTION 16170 GROUNDING AND BONDING PART 1- GENERAL GENERAL REQUIREMENTS Conform to General Conditions and Supplemental Conditions. ECTION INCLUDES References Equipment Grounding Conductors Bonding REFERENCES ANSI /NFPA 70 - National Electrical Code NFPA 99 - Health Care Facilities 1.04 EQUIPMENT GROUNDING CONDUCTOR Provide separate, insulated conductor within each feeder and branch circuit raceway. Terminate each end on suitable lug, bus, or bushing. 1.05 FIELD QUALITY CONTROL Inspect grounding and bonding system conductors and connections for tightness and proper installation. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA GROUNDING AND BONDING SECTION 16170-1 ,. 1 SECTION 16195 2 3 ELECTRICAL IDENTIFICATION 4 5 PART 1- GENERAL 6 7 SECTION INCLUDES 8 9 Nameplates and labels 10 11 Wire and cable markers 12 13 Raceway markers 14 15 REFERENCES 16 17 ANSI /NFPA 70 - National Electrical Code. 18 19 REGULATORY REQUIREMENTS 20 21 Conform to requirements of ANSI /NFPA 70 22 23 Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified 24 and shown. 25 26 PART 2- PRODUCTS 27 28 NAMEPLATES 29 30 Material: Engraved 1/16" thick, three -layer laminated plastic. 31 32 Nameplate and letter sizes: 33 Use 1" wide labels, leave 1 -1/2" to right of last engraved character for future bar coding. 34 35 Use 1/2 inch (12 mm) letters for equipment ID number. 36 37 Use 1/8 inch (3 mm) letters for identifying source and location of source for individual equipment and 38 loads. 39 40 Colors: 41 Normal Power and Control: Black letters on a white background. 42 43 Emergency Power and Control: Black letters on a red background. 44 45 Nurse Call: Black letters on an orange background. 46 47 Communication: White letters on a black background. 48 49 Locations: 50 Each electrical distribution and control equipment enclosure. 51 52 Each remote line isolation monitor. 53 EASTHAVEN VILLA ADDITION, YELM, WA ELECTRICAL IDENTIFICATION SECTION 16195-1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 WIRE MARKERS Description: Cloth tape, split sleeve, or tubing type wire markers. Locations: Each conductor at panelboard gutters, pull boxes, outlet and junction boxes, and each load connection. Legend: Power and lighting circuits: Branch circuit or feeder number indicated on drawings. Control circuits: Control wire number indicated on shop drawings. RACEWAY MARKERS Description: Conduits with wiring installed: Use a black indelible marker and hand print label clearly, or use stencil and black paint. Conduits left empty: Cardboard or plastic handwritten tags. Location: Equipment end of raceway exiting rooms (or spaces) with the other end of raceway not obvious from space. Legend: Raceway to load: Marking should be "L" plus source circuit breaker number (use lower number pole for multi -pole circuits). Raceway from source: Marking should be "S" plus the source equipment number. Empty conduits: Description of purpose (power, FA, communications, etc.) and location of opposite end (each end) for future or abandoned conduits. PART 3- EXECUTION PREPARATION Degrease and clean surfaces to receive nameplates and labels APPI 1(`.ATI()N Install nameplates and label parallel to equipment lines. Secure nameplate to equipment front using screws or rivets. Secure nameplate to inside surface of door on panelboard that is recessed in finished locations. All new receptacle and light switch boxes shall be marked using a black indelible marker and hand print label clearly, or use stencil and black paint. The label shall include panel name and circuit number. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA ELECTRICAL IDENTIFICATION SECTION 16195- 2 1 SECTION 16200 2 3 LIGHTING FIXTURES 4 5 PART 1- GENERAL 6 7 GENERAL REQUIREMENTS 8 9 Conform to the Bidding and Contract Requirements and Division 1. 10 11 DESCRIPTION 12 13 Provide lighting fixtures as shown on the Drawings, specified herein and required for a complete system. 14 Lighting fixtures shall be complete and fully operational. 15 16 RELATED WORK 17 18 Section 16010: General Provisions. 19 20 QUALITY ASSURANCE 21 22 Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts 23 and who are completely familiar with the specified requirements and the methods needed for proper 24 performance of the work of this Section. 25 26 REFERENCE STANDARDS 27 28 ASTM: American Society for Testing and Materials, as noted hereinafter. 29 30 NFBU: National Board of Fire Underwriters. 31 32 NEMA: National Electric Manufacturers Association. 33 34 NFPA: National Fire Protection Association. 35 36 UL: Underwriters Laboratories, Inc. 37 38 SUBMITTALS 39 40 Submit manufacturer's data for all items furnished under this Section for approval. See Section 01300 for 41 Submittals. 42 43 PRODUCT HANDLING 44 45 Deliver materials to, and retain, at the job site in unbroken containers. Use all means necessary to protect 46 the materials of this Section before, during and after installation and to protect the Work and materials of all 47 other trades. 48 49 PART 2- PRODUCTS 50 51 GENERAL Q52 53 All lighting fixtures shall be complete with all required suspension accessories, canopies, lamps, sockets, 54 reflectors, ballasts, diffusing material, plaster frames, recessing boxes and shall be completely wired and EASTHAVEN VILLA ADDITION, YELM, WA LIGHTING FIXTURES 16200-1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 assembled. LIGHTING FIXTURE SCHEDULE General: The fixture schedule lists specific manufacturers and model numbers in order to establish a standard of quality. Substitutions of equal or better products are permitted. Verify proper voltage, typical, to all fixtures. LAMPS Manufacturer: General Electric, Westinghouse, Sylvania or equal. Incandescent: Provide full voltage lamps rated for 125/130 volts. Standard Florescent: Provide F032T83500K, 32 watt, energy- saving, unless noted otherwise. H. I. D.: Provide as required by fixtures as scheduled. BALLASTS Manufacturer: Advance, Universal, Jefferson or equal. Fluorescent: Provide T8 energy- saving, 120 volt, high power factory Class P type, conforming to CBM -EEL label and having an "A" sound rating. H.I.D.: Provide as required by fixtures as scheduled. PART 3- EXECUTION CEILINGS Prior to ordering any fixtures, this Subcontractor is to verify all ceiling (and soffit) types with the latest Architectural Drawings. Any inconsistency or possible conflict is to be resolved before fixtures are ordered, or this Subcontractor shall be held responsible for any error resulting from his /her failure to exercise such precaution. INSTALLATION Coordinate efforts with all trades necessary to avoid conflict due to service space limitations. Locate outlets symmetrical with acoustical tile or as directed. Install fixtures according to manufacturer's written instructions. Installing mechanics shall wash their hands prior to and during installation or wear cotton gloves to minimize soiling. Remove all labels and marks from exposed parts of fixtures. Lighting fixtures installed in suspended ceilings shall be supported from the ceiling with the fixture manufacturer's regularly supplied supporting system and shall also be independently supported from the building structure. Supports may be galvanized wire, not smaller than No. 12 gauge, securely twisted, wrapped and fastened. Install surface - mounted fluorescent fixtures on 1 1/2 inch spacers unless otherwise indicated. Recessed fixtures shall be rated and labeled as in compliance with NEC 410 -65 and UL Standard 1571. Fixtures installed in areas where direct contact with ceiling insulation is likely are to be provided with EASTHAVEN VILLA ADDITION, YELM, WA LIGHTING FIXTURES 16200- 2 C7 1 appropriate labels. 2 3 CLEAN UP 4 5 During final clean up of building, all fixtures and lenses shall be washed and lamps cleaned. 6 7 g END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA LIGHTING FIXTURES 16200- 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 SECTION 16440 DISCONNECT SWITCHES PART 1- GENERAL WORK INCLUDED A. Disconnect switches. B. Fuses. C. Enclosures. A. ANSI /UL 198C - High - Intensity Capacity Fuses; Current Limiting Types. B. ANSI /UL 198E - Class R Fuses. C. FS W -F -870 - Fuseholders (for plug and enclosed cartridge fuses). D. FS W -S -865 - Switch, Box (Enclosed), Surface - Mounted. E. NEMA KS 1 - Enclosed Switches SUBMITTALS A. Submit product data under provisions of Section -1300. B. Include outline drawings with dimensions, and equipment ratings for voltage, capacity, horsepower, and short circuit. PART 2- PRODUCTS ACCEPTABLE MANUFACTURERS - DISCONNECT SWITCHES Square D. Cutler Hammer. ITE. Substitutions: Under provisions of Section 00200. DISCONNECT SWITCHES Fusable and Nonfusible Switch Assemblies : NEMA KS 1; Type HD; quick -make, quick- break, HP rated, load interrupter enclosed knife switch with externally operable handle interlocked to prevent opening front cover with switch in ON position. Handle lockable in OFF position. Enclosures: NEMA KS 1, indoor type 1, outdoor type 3R. Fusible switches to be the type that accepts rejection type fuses. EASTHAVEN VILLA ADDITION, YELM, WA DISCONNECT SWITCHES 16440 - 1 PART 3- EXECUTION 2 3 INSTALLATION 4 5 Install disconnect switches where indicated on drawings. 9 10 11 Disconnect switches shall not obstruct access to any access doors or inspection plates on the equipment the switch serves or any other equipment or machinery. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA DISCONNECT SWITCHES 16440 - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 16470 PANELBOARDS PART 1 - GENERAL WORK INCLUDED Lighting and appliance branch circuit panelboards. OCCCMCAI!`CO FS W -C -375 — Circuit Breakers, Molded Case, Branch Circuit and Service NEMA AB -1 — Molded Case Circuit Breakers NEMA PB 1 — Panelboards NEMA PB 1.1 - Instructions for Safe Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less SUBMITTALS Submit under provisions of Section 01300 SPARE PARTS Keys: Furnish (3) each to Owner PART 2 - PRODUCTS ACCEPTABLE MAUFACTURERS — PANELBOARDS General Electric Co. Square D. I -T -E Electrical Products BRANCH CIRCUIT PANELBOARDS Lighting and Appliance Branch Circuit Panelboards: NEMA PB1; Circuit breaker type. FS W -P -115; Type I, Class 1. Enclosure: NEMA PB 1, Type 1 Cabinet Size: 6 inches deep; 20 inches wide for 240 volt and less panelboards. Provide surface cabinet front with concealed trim clamps, concealed hinge and flush lock all keyed alike. Paint panel to match finish in room. Provide panelboards with copper bus, ratings as scheduled on drawings. Provide copper equipment ground bus. Minimum integrated short circuit rating: see drawings for required ratings. EASTHAVEN VILLA ADDITION, YELM, WA PANELBOARDS 16470 - 1 1 2 Molded case circuit breakers: NEMA AB 1, FS W -C -375; bolt -on type thermal magnetic trip circuit 3 breakers, with common trip handle for all poles. Provide circuit breakers UL listed as type SWD for 4 lighting circuits. Provide UL Class A ground fault interrupter circuit breakers where scheduled. 5 6 FUSES 7 8 Fuses 600 amperes and less: Dual element, 250 volt. 9 10 PART 3 - EXECUTION 11 12 INSTALLATION 13 14 Install circuit breakers as required to provide additional circuits shown. 15 16 Circuit breakers to be same manufacture as panelboard. 17 18 Circuit breakers to have interrupting capacity equal to or greater than that of existing circuit breakers. 19 20 Install panelboards plumb and flush with wall finishes in conformance with NEMA PB 1.1 21 22 Height: 6 ft (2 m). 23 24 Provide typed or neatly handwritten circuit directory for each branch circuit panelboard provided or 25 revised as part of this job. Revise directory to reflect circuiting changes required to balance phase loads. 26 27 PANELBOARD SCHEDULE 28 29 Revise panel schedule to conform with work done. 30 31 32 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA PANELBOARDS 16470 - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 16700 COMMUNICATIONS AND SECURITY SYSTEMS PART 1 - GENERAL SUMMARY This Section includes the following; Telephone / PA System Wiring Door Monitor System. T.V. Cable Wiring Related Sections Section 08710 — Finish Door Hardware for electrically actuated door hardware. SUBMITTALS Product Data /Shop Drawings for each of the following: Door Monitor System UALITY ASSURANCE Codes and Standards: Comply with provisions described in Section 16010 — Electrical General Provisions. Single Source Responsibility: Obtain each communication or alarm system from a single manufacturer, manufacturer's shall watch those in the existing facility DELIVERY, STORAGE, AND HANDLING Deliver communication and alarm systems components to project in new, unopened, and original manufacturers packages. Deliver components to project only when building is ready for installation. Provide a secure lock -up for communication and alarm system components delivered to the project, but not yet installed PART 2 - PRODUCTS MATERIAL, GENERAL Comply with the referenced electrical standard and other requirements in the Section applicable to each material indicated. Communication and alarm system components shall be Underwriters Laboratories listed and bear the "U.L. label. TELEPHONE SYSTEM WIRING MATERIALS Outlet boxes used for telephone system shall comply with the requirements set forth in Section 16130 — Outlets, Junction, and Pull Boxes. Wire shall be 3 -Pair Category 3, plenum rated. Modular jacks shall be similar the Suttle SE -625B EASTHAVEN VILLA ADDITION, YELM, WA COMMUNICATIONS AND SECURITY SYSTEMS 16700 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 Cover Plates shall be smooth plastic. Equipment backboards shall be 5/8" (minimum) ACX Plywood. Painted with two (2) coats of alkyd enamel paint — both sides. Provide fire- retardant treated plywood where required by code. Telephone equipment shall be furnished and installed by Owner. Provide entrance sleeve for telephone service. TELEVISION CABLE MATERIALS Outlet boxes used for cable system shall comply with the requirements set forth in Section 16130 — Outlets, junction, and Pull Boxes. Cable shall be RG -6 coaxial type. Cover plates shall be smooth plastic. Equipment backboards shall be 5/8" (minimum) ACS Plywood Painted with two (2) coats of alkyd enamel paint — both sides. Provide fire - retardant treated plywood where required by code. Provide entrance sleeve for cable service. DOOR MONITOR SYSTEM MATERIALS Insofar as possible, the security system components shall be of Industrial Communications & Electronics Outlet boxes used for security system shall comply with the requirements set forth in Section 16130 — Outlets, Junction, and Pull Boxes. Equipment /Components Control panel shall be DMD 5xx.. Door Monitor module shall be DMM500. Remote disarm push button switch shall be RPS -1. Automatic timer shall be RT24. PART 3 - INSTALLATION INSTALLATION, GENERAL Carefully study drawings, field verify job conditions and associated communication and alarm components before beginning work. Contractor shall verify layout of communication and alarm components before beginning work. Communication and alarm equipment that is delivered to the site is the responsibility of the electrical Contractor for safe keeping and proper storage and protection for the duration of the Contract. The Electrical Contractor shall cooperate with other Contractors in the running of the conduit and installation of boxes and communication and alarm components. Each separate communication and alarm system shall be run in separate conduits /raceways where required by the local permitting agencies and applicable laws and regulations. Combining of separate systems into common conduits /raceways will be allowed. LEPHONE WIRING INSTALLATION EASTHAVEN VILLA ADDITION, YELM, WA COMMUNICATIONS AND SECURITY SYSTEMS 16700 - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Extend 3" service conduit into building and terminate where indicated on drawings Provide 4' x 8' x 5/8" thick plywood backboard at location indicated on drawings for termination of service conduit for mounting of telephone equipment. Install telephone wiring and outlets where indicated on drawings. Extend wiring from each outlet back to termination backboard. Wall type telephone outlets shall be recessed single gang outlet boxes. Contractor may supply subpanels at his /her option. Location of subpanels will be reviewed and approved by the Architect prior to installation. TELEVISION CABLE INSTALLATION Extend 3" service conduit into building and terminate where indicated on drawings. Provide 4' x 8' x 5/8" thick plywood backboard at location indicated on drawings for termination of service conduit. Install television cabling and outlets where indicated on drawings. Extend wiring from each outlet back to termination backboard. Contractor may supply subpanels at his /her option. Location of subpanels will be reviewed and approved by the Architect prior to installation. Warranty All components, parts and assemblies supplied by the manufacturer shall be guaranteed against defects in materials and workmanship for a period of 12 months commencing upon completion and final acceptance of work. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA COMMUNICATIONS AND SECURITY SYSTEMS 16700 - 3 ®1 SECTION 16710 2 3 FIRE ALARM SYSTEM 4 5 PART 1 — GENERAL 6 7 SUMMARY 8 9 This Section includes fire alarm systems with manual stations, detectors, signal equipment, controls, and 10 devices. 11 12 This project require the providing an expansion of the fire alarm system in the existing facility to cover the 13 new construction shown on the drawings. all new devices to the existing panel. Contractor shall 14 complete all necessary field investigations and verify the existing system prior to submitting a bid. The 15 existing fire alarm panel is a Silent Knight Model No. 5207. The existing system is currently being 16 services by Sound Guard Security Systems (360- 357 - 6014). 17 18 System Description: The new devices shall be a Noncoded, addressable system with manual and 19 automatic alarm initiation; using multiplexed signal transmission dedicated to fire alarm service only. 20 21 DEFINITIONS 22 23 FACP: Fire alarm control panel. 24 25 SUBMITTALS 26 27 Product Data: For each type of fire alarm system component. W 28 29 Shop Drawings: 30 Wiring diagrams. Detail wiring for power, signal, and control systems. 31 Identify terminals, wire designations, and wiring color -codes to facilitate installation, operation, and 32 maintenance. 33 Indicate recommended types and sizes for field - installed system wiring. 34 Battery sizing calculations. 35 Device Address List: Coordinate with final system programming. 36 System Operation Description: Detailed description for this Project, including method of operation 37 and supervision of each type of circuit and sequence of operations for manually and automatically 38 initiated system inputs and outputs. Manufacturer's standard descriptions for generic systems are not 39 acceptable. 40 Operating Instructions: For mounting at the FACP. 41 Shop drawings submitted for review without the appropriate approval indicated by the AHJ will be 42 rejected and returned to the contractor. 43 Field quality - control test reports. 44 Operation and maintenance data. 45 46 Submissions to Authorities Having Jurisdiction: In addition to distribution requirements for Submittals 47 specified in Division 1 Section "Submittals," make an identical submission to authorities having 48 jurisdiction. Include copies of annotated Contract Drawings as needed to depict component locations to 49 facilitate review. Resubmit if required to make clarifications or revisions to obtain approval. On receipt of 50 comments from authorities having jurisdiction, submit them to Architect for review. 51 52 Certificate of completion. 53 54 QUALITY ASSURANCE 55 56 Installer Qualifications: A qualified Installer and service technician, approved by the manufacturer. EASTHAVEN VILLA ADDITION, YELM, WA FIRE ALARM SYSTEM -16710 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 Source Limitations: Obtain fire alarm system components manufacturer. Compliance with Local Requirements: Comply with applicable regulations, and requirements of authorities having jurisdiction. Comply with NFPA 72. PERMITS through one source from a single building code, local ordinances and All required permits shall be submitted for, and paid for, by the contractor. CONSTRUCTION SEQUENCE Modifications to the fire alarm system shall be sequenced so that no areas are left unprotected by the existing fire alarm system. PART 2 — PRODUCTS MANUFACTURER Manufacturer: Silent Knight, to be compatible with the existing Silent Knight panel DESCRIPTION OF SYSTEM System Supervision: Automatically detect and report open circuits, shorts, and grounds of wiring for initiating device, signaling line, and notification - appliance circuits. Priority of Signals: Automatic alarm response functions resulting from an alarm signal from one zone or device are not altered by subsequent alarm, supervisory, or trouble signals. Annunciate and display alarm, supervisory, and trouble signals regardless of priority or order received. An alarm signal has the highest priority. Supervisory and trouble signals have second- and third -level priority. Higher - priority signals take precedence over signals of lower priority, even when the lower- priority condition occurs first. Noninterference: A signal on one zone shall not prevent the receipt of signals from other zones System Reset: Zones are manually resettable from the FACP after initiating devices are restored to normal. System Alarm Capability during Circuit Fault Conditions: Comply with requirements of authorities having jurisdiction. Loss of primary power at the FACP initiates a trouble signal at the FACP and the remote annunciator. The FACP and the remote annunciator indicate when the fire alarm system is operating on the secondary power supply. Basic Alarm Performance Requirements: Unless otherwise indicated, operation of a manual station, automatic alarm operation of a flame or heat detector, operation of a sprinkler flow device, or automatic alarm operation of a smoke, flame, or heat detector, or operation of a sprinkler flow device initiates the following: Notification - appliance operation. Identification at the FACP and at the remote annunciator of the device originating the alarm. Transmission of an alarm signal to the remote alarm receiving station. Release of fire and smoke doors held open by magnetic door holders. 0 EASTHAVEN VILLA ADDITION, YELM, WA FIRE ALARM SYSTEM -16710 - 2 Shutdown of fans and other air - handling equipment serving zone when alarm was initiated. Recording of the event in the system memory. 4 Alarm Silencing, System Reset and Indication: Controlled by switches in the FACP and at the remote 5 annunciator. 6 Silencing- switch operation halts alarm operation of notification appliances and activates an "alarm 7 silence" light. Display of identity of the alarm zone or device is retained. 8 Subsequent alarm signals from other devices or zones reactivate notification appliances until 9 silencing switch is operated again. 10 When alarm- initiating devices return to normal and system reset switch is operated, notification 11 appliances operate again until alarm silence switch is reset. 12 13 Water -flow alarm switch operation initiates the following: 14 Notification - appliance operation. 15 Flashing of the device location- indicating light for the device that has operated. 16 17 Sprinkler valve- tamper switch operation initiates the following: 18 A supervisory, audible, and visible "valve- tamper" signal indication at the FACP and the 19 annunciator. 20 Flashing of the device location- indicating light for the device that has operated. 21 Recording of the event by the system printer. 22 Transmission of supervisory signal to remote alarm receiving station. 23 24 FACP Alphanumeric Display: Plain - English- language descriptions of alarm, supervisory, and trouble 25 events; and addresses and locations of alarm- initiating or supervisory devices originating the report. 26 Display monitoring actions, system and component status, system commands, programming 27 information, and data from the system's historical memory. 28 29 Growth capacity: 100% spare capacity 30 31 MANUAL PULL STATIONS 32 33 Description: Fabricated of metal or plastic, and finished in red with molded, raised - letter operating 34 instructions of contrasting color. 35 Double- action mechanism requires two actions, such as a push and a pull, to initiate an alarm. 36 Station Reset: Key or wrench operated; double pole, double throw; switch rated for the voltage 37 and current at which it operates. 38 Integral Addressable Module: Arranged to communicate manual- station status (normal, alarm, 39 or trouble) to the FACP. 40 41 SMOKE DETECTORS 42 43 General features include the following: 44 Operating Voltage: 24 -V dc, nominal. 45 Self- Restoring: Detectors do not require resetting or readjustment after actuation to restore 46 them to normal operation. 47 Plug -in Arrangement: Detector and associated electronic components are mounted in a module 48 that connects in a tamper- resistant manner to a fixed base with a twist - locking plug connection. 49 Terminals in the fixed base accept building wiring. 50 Integral Visual- Indicating Light: LED type. Indicates detector has operated. 51 Sensitivity: Can be tested and adjusted in -place after installation. 52 Integral Addressable Module: Arranged to communicate detector status (normal, alarm, or 53 trouble) to the FACP. 54 55 Photoelectric smoke detectors include the following features: EASTHAVEN VILLA ADDITION, YELM, WA FIRE ALARM SYSTEM -16710 - 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Sensor: LED or infrared light source with matching silicon -cell receiver. Detector Sensitivity: Between 2.5 and 3.5 percent/foot smoke obscuration when tested according to UL 268A. Integral Thermal Detector: Fixed - temperature type with 135 deg F setting. Ionization detector include the following features: Responsive to both visible and invisible products of combustion. Self- compensating for changes in environmental conditions. Duct Smoke Detector: Ionization type. Sampling Tube: Design and dimensions as recommended by the manufacturer for the specific duct size, air velocity, and installation conditions where applied. Relay Fan Shutdown: Rated to interrupt fan motor - control circuit. OTHER DETECTORS Heat Detector, Fixed - Temperature Type: Actuated by temperature that exceeds a fixed temperature of 190 deg F. Integral Addressable Module for Heat Detectors: Arranged to communicate detector status (normal, alarm, or trouble) to the FACP. NOTIFICATION APPLIANCES Description: Equip for mounting as required and have screw terminals for system connections. Combination Devices: Factory- integrated audible and visible devices in a single- mounting assembly. Bells: Electric- vibrating, 24 -V dc, under -dome type; with provision for housing the operating mechanism behind the bell. When operating, bells provide a sound - pressure level of 94 dB, measured 10 feet from the bell. 10 -inch size, unless otherwise indicated. Bells are weatherproof where indicated. Horns: Electric- vibrating - polarized type, 24 -V dc; with provision for housing the operating mechanism behind a grille. Horns produce a sound - pressure level of 90 dB, measured 10 feet from the horn. Visible Alarm Devices: Xenon strobe lights listed under UL 1971 with clear or nominal white polycarbonate lens. Mount lens on an aluminum faceplate. The word "FIRE" is engraved in minimum 1 -inch- high letters on the lens. Rated Light Output: 110 candela. Strobe Leads: Factory connected to screw terminals. REMOTE DEVICE LOCATION - INDICATING LIGHTS AND IDENTIFICATION PLATES Description: LED indicating light near each smoke detector that may not be readily visible, and each sprinkler water -flow switch and valve- tamper switch. This includes all devices located above the ceiling at a minimum. Light is connected to flash when the associated device is in an alarm or trouble mode. Lamp is flush mounted in a single gang device plate. A red, laminated, phenolic -resin identification plate at the indicating light identifies, in engraved white letters, device initiating the signal and room where the smoke detector or valve is located. For water -flow switches, the identification plate also designates protected spaces downstream from the water -flow switch. CENTRAL FACP — Existing Silent Knight control panel REMOTE ANNUNCIATOR - Existing EASTHAVEN VILLA ADDITION, YELM, WA FIRE ALARM SYSTEM -16710 - 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 EMERGENCY POWER SUPPLY — Existing, modify as required to support additional devices. Battery Type: valve - regulated, recombinant lead acid battery with a 10 -year minimum life expectancy; charger; and an automatic transfer switch. Battery Capacity: Comply with NFPA 72. Battery Charger: Solid- state, fully automatic, variable- charging -rate type. Provide capacity for 150 percent of the connected system load while maintaining batteries at full charge. If batteries are fully discharged, the charger recharges them completely within four hours. Charger output is supervised as part of system power supply supervision. Integral Automatic Transfer Switch: Transfers the load to the battery without loss of signals or status indications when normal power fails. ADDRESSABLE INTERFACE DEVICE Description: Microelectronic monitor module listed for use in providing a multiplex system address for listed fire and sprinkler alarm- initiating devices with normally open contacts. DIGITAL ALARM COMMUNICATOR TRANSMITTER — Existing WIRE Non- Power - Limited Circuits: Solid- copper conductors with 600 -V rated, 75 deg C, color -coded insulation. Low - Voltage Circuits: No. 16 AWG, minimum. Line - Voltage Circuits: No. 12 AWG, minimum. Power - Limited Circuits: NFPA 70, Types FPL, FPLR, or FPLP, as recommended by manufacturer. All fire alarm cable shall be plenum rated. PART 3 — EXECUTION EQUIPMENT INSTALLATION Manual Pull Stations: Mount semiflush in recessed back boxes. Water -Flow Detectors and Valve Supervisory Switches: Connect for each existing sprinkler valve station required to be supervised. Ceiling- Mounted Smoke Detectors: Not less than 4 inches from a side wall to the near edge. For exposed solid -joist construction, mount detectors on the bottom of joists. On smooth ceilings, install not more than 30 feet apart in any direction. Smoke Detectors near Air Registers: Install no closer than 60 inches. Audible Alarm- Indicating Devices: Install not less than 6 inches below the ceiling. Install bells and horns on flush - mounted back boxes with the device - operating mechanism concealed behind a grille. Combine audible and visible alarms at the same location into a single unit. Visible Alarm- Indicating Devices: Install at each alarm bell or alarm horn and elsewhere as indicated. Mount at least 6 inches below the ceiling. Device Location - Indicating Lights: Locate in public space near the device they monitor. EASTHAVEN VILLA ADDITION, YELM, WA FIRE ALARM SYSTEM -16710 - 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 WIRING INSTALLATION Wiring Method: Install wiring in accordance with State of Washington and City of Olympia requirements. Wiring need be installed in raceways where subject to damage and /or where exposed in finished spaces. In finished spaces route wiring to wall mounted devices either within the wall or inside surface mounted raceway. Use of surface mounted raceway shall be limited to the maximum extent possible, using available wall interiors and above ceiling spaces. In attic spaces all exposed wiring shall be supported in accordance with code requirements. Wiring within Enclosures: Separate power - limited and non - power - limited conductors as recommended by the manufacturer. Install conductors parallel with or at right angles to sides and back of the enclosure. Bundle, lace, and train conductors to terminal points with no excess. Connect conductors that are terminated, spliced, or interrupted in any enclosure associated with the fire alarm system to terminal blocks. Mark each terminal according to the system's wiring diagrams. Make connections with approved crimp -on terminal spade lugs, pressure -type terminal blocks, or plug connectors. Cable Taps: Use numbered terminal strips in junction, pull and outlet boxes, cabinets, or equipment enclosures where circuit connections are made. Color- Coding: Color -code fire alarm conductors differently from the normal building power wiring. Use one color -code for alarm circuit wiring and a different color -code for supervisory circuits. Color -code audible alarm - indicating circuits differently from alarm- initiating circuits. Use different colors for visible alarm - indicating devices. Paint fire alarm system junction boxes and covers red. Wiring to Remote Alarm Transmitting Device: Provide 3/" -inch conduit between the FACP and the transmitter. Install number of conductors and electrical supervision for connecting wiring as needed to suit monitoring function. IDENTIFICATION Identify system components, wiring, cabling, and terminals per State of Washington and City of Olympia requirements. Install instructions frame in a location visible from the FACP. Paint power - supply disconnect switch red and label "FIRE ALARM." GROUNDING Ground cable shields and equipment according to system manufacturer's written instructions to minimize ground loops, common -mode returns, noise pickup, cross talk, false alarm signals, and other impairments. Signal Ground Terminal: Locate at main equipment rack or cabinet. Isolate from power system and equipment grounding. Install grounding electrodes of type, size, location, and quantity as indicated. Comply with installation requirements in Division 16 Section "Grounding and Bonding." FIELD QUALITY CONTROL Manufacturer's Field Service: Engage a factory- authorized service representative to inspect field - assembled components and connections, to supervise pretesting, and adjustment of the system and to assist in final system tests and demonstration. EASTHAVEN VILLA ADDITION, YELM, WA FIRE ALARM SYSTEM -16710 - 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Pretesting: Determine, through pretesting, the compliance of the system with requirements of Drawings and Specifications. Correct deficiencies observed in pretesting. Retest until satisfactory performance and conditions are achieved. Final Test Notice: Provide a minimum of 10 days' notice in writing when the system is ready for final acceptance testing. Minimum System Tests: Test the system according to procedures outlined in NFPA 72. Minimum required tests are as follows: Verify the absence of unwanted voltages between circuit conductors and ground. Test conductors for short circuits using an insulation- testing device. With each circuit pair, short circuit at the far end of the circuit and measure the circuit resistance with an ohmmeter. Record the circuit resistance of each circuit on record drawings. Verify that the control unit is in the normal condition as detailed in the manufacturer's operation and maintenance manual. Test initiating and indicating circuits for proper signal transmission under open circuit conditions. One connection each should be opened at not less than 10 percent of initiating and indicating devices. Observe proper signal transmission according to class of wiring used. Test each initiating and indicating device for alarm operation and proper response at the control unit. Test smoke detectors with actual products of combustion. Test the system for specified functions according to the approved operation and maintenance manual. Systematically initiate specified functional performance items at each station, including making all possible alarm and monitoring initiations and using all communications options. For each item, observe related performance at all devices required to be affected by the item under all system sequences. Observe indicating lights, displays, signal tones, and remote annunciator indications. Test Both Primary and Secondary Power: Verify by test that the secondary power system is capable of operating the system for the period and in the manner specified. Retesting: Correct deficiencies indicated by tests and completely retest work affected by such deficiencies. Verify by the system test that the total system meets Specifications and complies with applicable standards. Report of Tests and Inspections: Provide a written record of inspections, tests, and detailed test results in the form of a test log. Submit log on the satisfactory completion of tests. Tag equipment, stations, and other components at which tests have been satisfactorily completed. Demonstrate to the satisfaction of the AHJ and the Owner that both the existing and the new fire alarm panels are functioning as intended. DEMONSTRATION Engage a factory- authorized service representative to train Owner's maintenance personnel as specified below: Train Owner's maintenance personnel on procedures and schedules for starting and stopping, troubleshooting, servicing, adjusting, and maintaining equipment. Provide a minimum of 4 hours' training. Training Aid: Use the approved final version of the operation and maintenance manual as a training aid. Refer to requirements specified for maintenance manuals in Division 1. Schedule training with Owner, through Architect, with at least seven days' advance notice. ON -SITE ASSISTANCE EASTHAVEN VILLA ADDITION, YELM, WA FIRE ALARM SYSTEM -16710 - 7 1 Occupancy Adjustments: When requested within one year of date of Substantial Completion, provide 2 on -site assistance in adjusting sound levels, controls, and sensitivities to suit actual occupied 3 conditions. Provide up to three requested visits to Project site for this purpose. 4 5 6 END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA FIRE ALARM SYSTEM -16710 - 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SECTION 16750 STAFF INTERCOMMUNICATION SYSTEM PART 1 - GENERAL SECTION INCLUDES Intercom System, RFFFRFNCFS N.E.C. REGULATORY REQUIREMENTS System U.L. Listed. N.E.C. WORK DESCRIPTION Furnish all equipment, accessories, and material required for the installation of a Nurse /Resident communication system in accordance with the specifications and drawings. Any material and /or equipment necessary for the proper operation of the system not specified or described herein shall be deemed part of this specification. SYSTEM DESCRIPTION Audio /Visual System: The system shall provide audible signaling, visual annunciation, and Resident - Nurse voice communication. Visual System: The system shall provide audible signaling and visual annunciation between the residents and nursing stations. SYSTEM OPERATION — AUDIO /VISUAL SYSTEM General: Each audio /visual Nurse call system shall consist of microcomputer controlled equipment utilizing stored program software providing maximum flexibility for station number assignments, call priority levels, and future expansion. Each system shall provide audible signaling, visual annunciation, resident -to -staff communication and inter - communication between Master Station annunciators Call Priority: Seven distinct priority levels shall be provided as follows: Call Type Priority Dome Light Annunciation Level Indication Rate Code Blue 1 Flashing Green 120 PPM Nurse Assist 2 Flashing Red 60 PPM Toilet Emergency 3 Flashing White 60 PPM Patient - Priority 4 Flashing White 60 PPM Patient Personal Attention 5 Steady White 6 PPM Patient - Normal Call 6 Steady White 6 PPM Staff Call 7 6 PPM EASTHAVEN VILLA ADDITION, YELM, WA STAFF INTERCOMMUNICATION SYSTEM 16750 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 * Tone rate (pulses per minute) annunciated at the Master Station Annunciator and all Duty Stations associated with the system. Resident Room Station: Resident shall originate a call on the system by depressing a button on the room's call station. The type of call that is placed on the system shall be determined by how the Resident Station is programmed from the Master Station. (either: normal (6), personal attention (5), or priority (4). These calls shall perform the following functions: Normal Call (Priority Level 6): Illuminate the white call indicator lamp on the Resident Station. Illuminate the resident call light and sound a tone (6 ppm) at all Duty Stations. Identify the resident's room number, call, priority status (6) and sound a tone (6 ppm) at the Master Station Annunciator. Personal Attention Call (Priority Level 5): Perform the same functions as a Normal Call (items la, b, c above) except the call priority status shall read 5. Personal attention calls shall only be cancelable at the Resident Station. Priority Call (Priority Level 4): Illuminate the white call indicator lamp on the Resident Station. Flash the patient call light and sound a tone (60 ppm) at all Duty Stations. Flash the residents room number, call priority status (4) and sound a tone (60 ppm) at the Master Station Annunciator. Priority Resident calls shall only be cancelable at the Resident Station. Voice communication shall be established upon answer of the call at the Master Station. When the call is answered, all previously illuminated lights are extinguished and the red privacy light on the Resident Station is illuminated. If a call cord is removed for whatever reason from a Resident Station, a Nurse Assist call shall automatically be initiated. This call cannot be cancelled at the Master Station or by depressing the red cancel button on the Resident Station until the call cord is. reinserted into the receptacle of the Resident Station. A combination call cancel /privacy button shall be provided. When this button is depressed while the station is idle, the red indicator light shall flash and conversation within the room cannot be monitored. When the privacy switch is activated, the Master Station shall be able to speak to the bed station and the switch shall not interfere with the placement of a call to the Master Station. Toilet Emergency Station: A Resident shall originate an emergency call on the system by pulling a cord. The call shall hold until answered at the originating station by depressing the reset switch /call assurance light. Originating a call from these stations shall: Flash the call assurance lamp in the Toilet Station at 60 ppm. Flash the patient call light and sound a tone (60 ppm) at all Duty Stations. Flash the Resident's room number, call priority status (3) and sound a tone (60 ppm) at the Master Station Annunciator. No voice communication to the Nurse's station will be possible. Staff Station EASTHAVEN VILLA ADDITION, YELM, WA STAFF INTERCOMMUNICATION SYSTEM 16750 -2 X 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 In calling facilities and two -way voice communication between the Staff Station and the Master Station, a Staff member can originate a call on the system by momentarily pressing the call button. Originating a call shall: Illuminate the white call indicator lamp on the Staff Station. Flash the call light and sound a tone (6 ppm) at all Master Stations. Upon answer of the call from the Master Station, a red privacy light shall illuminate on the Staff Station, and the Staff member may carry on a two -way conversation. In addition, audible and visual annunciation of calls placed from any other station in the system shall be provided. Master Station Annunciator: The Master Station Annunciator can be used to call or receive calls from Resident Stations or other Master Stations. Code Blue, Nurse Assist and Toilet Emergency Station calls are also annunciated at the Master station. When a call is placed on the system, the room number and priority status is displayed in one of five numeric displays in order of its priority status. (If all of the numeric displays are occupied, the Calls Waiting lamp on the Master Station shall illuminate.) Answering a call is accomplished by depressing the direct selection button adjacent to the numeric display. Two -way voice communication can then take place via the speaker- microphone utilizing the talk - listen bar or via a handset. If calls are not answered immediately, the tone signal shall be repeated unless the Nurse is in the process of answering other calls. Code Blue calls shall always be announced by a tone signal even if the Master Station is busy. In addition to the communication and annunciation capabilities described above the following controls and options shall be provided: Resident Priority and Personal Attention Status programming. Scanning of Residents room stations for Resident Priority and Personal Attention Status. Zone Monitoring and Paging of up to 20 stations simultaneously. Nurse Service: This feature shall permit the Nurse at the Master Station to place a service reminder call on the system. Depressing the Nurse Service button shall: Flash the amber section of the Corridor Dome Light at 60 ppm. Flash the amber section of any associated Zone Dome Lights at 60 PPM. Flash the white call indicator on the Patient Station. Activate the overtime reminder circuitry in the Master Station. Overtime Reminder: The Nurse at the Master Station shall automatically be alerted after an adjustable time period (3 to 1 0 minutes) if a Nurse Service call has gone unanswered. Master Station Intertie: Master Stations shall be capable of Intercommunication. QUALIFICATIONS Manufacturer: Company specializing in Intercommunication systems with ten years experience. Installer: Company specializing in Intercommunication systems with five years experience. SUBMITTALS Provide wiring diagrams, data sheets, and equipment ratings, layout, dimensions, and finishes. EASTHAVEN VILLA ADDITION, YELM, WA STAFF INTERCOMMUNICATION SYSTEM 16750 -3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Submit manufacturer's installation instructions. PROJECT RECORD DRAWINGS Six sets of plans, parts lists, maintenance and operating instructions are to be supplied to the Engineer upon completion and acceptance of the work. Said plans must be to scale, showing location of each device in the system. OPERATION AND MAINTENANCE DATA Include operating instructions, and maintenance and repair procedures. PART 2 - PRODUCTS MANUFACTURERS Simplex Executone Substitutions: Under provisions of Section 01600. INTERCOM /TIME CONTROL PANEL Control Panel: Modular construction with surface wall- mounted enclosure. Capacity: 24 station capacity, expandable to 48 station capacity. Programming: Control to be programmable by either PLC or telephone link. Time Control: Time control module to be included. WIRE AND CABLE Per manufacturer's specifications. PART 3- EXECUTION INSTALLATION_ Install system in accordance with manufacturer's instructions. Main control panels and Annunciators shall be located adjacent to the existing facility's staff Intercom / Time Program System FIELD QUALITY CONTROL Field inspection and testing will be performed. All system acceptance is subject to wiring inspection by the electrical inspector, supervisory testing and proper function of all components. END OF SECTION EASTHAVEN VILLA ADDITION, YELM, WA STAFF INTERCOMMUNICATION SYSTEM 16750 -4