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20160112 Permit Pkg 02032016City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: YELM COMMUNITY SCHOOLS Address: P.O. BOX 476 YELM WA 98597 Property Information: Site Address: 16525 100TH WAY SE Assessor Parcel No.: 64303600300 Contractor Information: Name: YELM COMMUNITY SCHOOLS Address: P.O. BOX 476 YELM WA 98597 Contractor License No.: Project Information: Project: BUILDING Permit No.: 20160112 Issue Date: 2/03/2016 (Work must be completed within 180 days) Phone: 360- 458 -1900 Owner: YELM COMMUNITY SCHOOLS Subdivision: N/A Lot. N/A Pho : 3000OF pires: 0 /00 /0000 Description of Work: ADD DOUBLE CLASSROOM PORTABLE BLDG Sq. Ft. per floor: First Heat Type (Electric, Gas, Other): Second Third Garage Basement Fees: Item BUILDING Contractor YELM COMMUNITY SCHOOLS TOTAL FEES: Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of r ord. If applying as a contractor, I further certify that I am currently registered in tate of W gton. Signature ,I Date 2-3-16 Firm Fees $ 150.00 $ 150.00 OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: _ Cifj of Cm (36 ) 458 -3244 REC 4: 00221290 210312016 OPER: CO TERM: 001 10:46 AM REF #: 3198 PAID BY: IRAN: 33.0000 BUILDING PERMITS 20160115 YELM COMMUNITYI CHO(LS 909 MILL RD SE BLDG 150 , O(CR IRAN: 33.0000 BUILDING PERMITS 20160112 YELM COMMUNITYISCHO(LS 16525 100TH WAY SE BLDG 150.0(CR IRAN: 33,0000 BUILDING PERMITS 20160114 YELM COMMUNITY 1SCH0(LS 1315 YELM AVE W BLDG 150.0(CR TENDERED: 450,00 APPLIED: (HECK 450,00 - CHANGE: 0.00 CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address: 16525 100th Way SE Parcel #: 64303600300 Zoning; C -1, R -6, ID Current Use: N Proposed Use: Educational 4,New Construction a Re -Model / Re -Roof / Tenant Improvement ❑ Plumbing ❑ Mechanical a Fire Prevent/Suppress /Alarm ❑ Other Project Description /Scope of Work: Add double classroom portable building Project Value: $150,000.00 Building Area (sq. ft) Parking Garage 1st Floor 1792 2nd Floor 3rd Floor Building Height 14'6" Are there any environmentally sensitive areas located on the parcel? No If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER/TENANT NAME: Yelm Community Schools ADDRESS POBOX476 EMAIL CITY Yelm STATE WA ZIP 98597 TELEPHONE 360- 458 -1900 ARCHITECT /ENGINEER Ken Rasmussen LICENSE # WA 21543 ADDRESS EMAIL CITY STATE ZIP TELEPHONE 1- 800 - 682 -1422 GENERAL CONTRACTOR Modern Building Systems TELEPHONE 1 -800- 682 -1422 ADDRESS 9493 Porter Rd EMAIL CITY Aumsville STATE OR ZIP 97325 FAX 503 - 749 -4950 CONTRACTOR'S LICENSE # MODERBS272KC EXP DATE 12i1CITY LICENSE # PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of City Mitigation documentation (TFC). I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. 1 Applicant's Signature Date Owner/ Contractor/ Owner's Agent/ Contractor's Agent/ Tenant (Please circle one.) All permits are non - transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for i d of-I, a �4 2 U 1. b J:(360; QS8-aaas -------- 105 Yelm Ave W (360) 458 -3144 FAX Yelm, WA 98597 www.ci.yelm.wa.us l r T! urston Geodata Center - Parcel Search GeoData Center Data for Parcel No. 64303600300 Zoom Map to Parcel Google Earth (need to have Google Earth installed on you system) Google Maps Virtual Earth Please make sure to READ our DATA DISCLAIMER prior to utilizing our website for research View Assessor's Data for Parcel Owner(s): SCHOOL DISTRICT #2 Page 1 of 3 Address: PO BOX 476 City: YELM State: WA, 98597 Parcel No.: 64303600300 Site Address: ,a —46 %(1�2 /t' 1 � k7. Site City: YELM Site Zip: 98597 Section: S20172E Section 20 Township 17 Range 2E Quarter SW & 19 -17 -2E SE Plat MCKENNA IRRIGATED TRACTS Abbreviated Legal: BLK 36 PTN LT 3, 4 & 5 Document 009/044; EXC THAT PART OF SD LT 3 LY SLY & SELY OF A LN DESC AS Usecode: 68 Tax Code Area: 170 Taxable: Yes Annual Tax: View Property Taxes for Parcel Property Type: XMP Total Acres: 23.12 Land Value: View Assessor's Data for Parcel Building Value: View Assessor's Data for Parcel Total Value: View Assessor's Data for Parcel Current Use: N Exemptions: None http: / /www.geodata.org/ website /cadastral /resultsparcel.asp ?parcel =64303 600300 1/8/2016 'I'1lurston Geodata Center - Parcel Search Wetlands: Floodzone: Flood of 1999: Winter Flooding of 1996: High Groundwater Flood Hazards: Zoning: Commissioner District: Historic Site: Permitting Jurisdiction: Jurisdiction of Influence: Stormwater Rate: No Shooting Zone: Animal Control: Weed Containment Zone: Landslide Hazard Review Area - Slope A: Landslide Hazard Review Area - Slope B: Landslide Hazard Review Area - Slope C, D, E: Ground Water Sensitive Areas: DNR Natural Heritage Data: Mazama Pocket Gopher Indicator Soils: Marine Riparian Review Area - 300': Stream Riparian Review Area - 300': Wetland Review Area - 300': In 100 ft buffer of Shoreline Management Areas: FEMA Panel No.: Wellhead Protection Area: Area of Groundwater Concern: Elevated Nitrates: Soil Type: Hydric Soil: Watershed: Water Service Area: School Attendance District: Elementary School: Middle School: High School: School Taxing District: Fire Response District: Unconsolidated Fire Response District: Fire Taxing District: Page 2 of 3 Palustrine, Emergent, Farmed; Riverine, Intermittent, Part of the parcel is in Foodzone Unknown YES HGW Hazard - 300' Review Area C -1, R -6, ID, Sandra Romero - District 2 No YELM YELMUGA No No Contact Animal Control (360 -458- 3244). No Yes - Check with Permit Assistance Center Yes - Check with Permit Assistance Center Not mapped by Geodata No Unknown Yes - Check with Permit Assistance Center Unknown Yes - Check with Permit Assistance Center Yes - Check with Permit Assistance Center Yes 0354 Yes No No Spanaway gravelly sandy loam, 0 to 3% slopes; Spanaway gravelly sandy loam, 3 to 15% slopes; McKenna gravelly silt loam, 0 to 5% slopes; Spanaway stony sandy loam, 0 to 3% slopes Yes YELM, CITY OF YELM FORT STEVENS MILL POND AND YELM YELM View Assessor's Data for Parcel S.E. Thurston Fire Author Yelm View Assessor's Data for Parcel http:// www. geodata. org/ website /cadastrai /resultsparcel.asp ?parcel =643 03600300 1/8/2016 Thurston Geodata Center - Parcel Search Medic Response District: Residential Outdoor Burning: Planning Region: Census Tract: Radio or Cell Tower: Airport Zone: Contamination: Medic 2 Residential Outdoor Burning is banned within the city limits and urban growth areas. 2 012412 No No Unknown Page 3 of 3 http: / /www.geodata.org /website /cadastral /resultsparcel.asp ?parcel= 64303600300 1/8/2016 1 2 3 32' - 0" 32'- 0" (L GE CE � CE ct 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" 4' -0" A `D 4x8 DF #2 i 4x8 DF #2 0 Z' 5' -0" 4 6' -0" 8' -0" `E 6' -0" CL 6' -0" 8' -0" `E 8' -0" (E 8' -0" `E 8' -0" 6' -0" CL 5'-0" °D B N iD 2) 1 -1/2" x _ _ — — 7 1/4" LVL ® — X2)1 -1/2" x — — 7 -1/4" LVL — 2 3 S 4.0 S4.1 1 m 4x8 DF #2 S4.1 4x8 DF #2 0 io LLU LLJJ u-U U-U LL-U LLJJ U-U TIE -DOWN STRAP TYP. 2 P.T. 2 x 4 x 2' -0" L. W/ #5 x V-6" DRIVE PIN - TYP. &D AT (18) PLACES S 4.1 1 q V Lw S4.0 54.2 J � FOUNDATION PLAN " ONAL �, �OVAI. 3/16" = 1' -0" REV. DESCRIPTION DATE BY REUSEOFDOCUMENTS THIS DOCUMENT AND THE IDEAS AND SHEET FOUNDATION PLAN JOB# 2015 -DH -59 PROS. 28'x 64'MODULAR CLASSROOM SHEET# PROPERTY MODERN ME PRETOF ROW ( SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY S1.0 FOR WRITTEN EORPROATION. fHOUT MODERN BOLDING SYSTEMS_ INC KCDA - BREWSTER SD ROJECT. WRITTEN IEIFANONE:10o11 TOWws FA %1'�I Noaew BO% to.9W3FgDERROAD.NMONLLE. di WO25 ADDRESS 503 SOUTH 7TH STREET, BREWSTER, WA Dom^' TS DATE 7/27/15 C1E DERN 1q`"=P''`T"""217 �— 6 MODERN LIMDNG 9131813. .2015 v S4.3 in m �o v u � w x 0 z a. N S 4.3 212 TYP. FLOOR ASSEMBLY SUBFLOOR (AIR BARRIER) FLOOR JOISTS INSULATION BOTTOM CLOSURE TYP. ROOF ASSEMBLY B S 4.3 ROOFING SHEATHING (AIR BARRIER) RAFTERS INSULATION W/ BILKS BOTTOM CLOSURE I CLASSROOM B x w x U Z w U 0 ED ON Roof/ Plate M 8'- 1 1 /8" TYP. WALL ASSEMBLY SIDING STUDS INSULATION W /BLKS INTERIOR FINISH (AIR BARRIER) Fin. - _Floor 0' -0" 0 - Grade� 2' 6" V f JOB# 2015 -DH -59 SHEET # S3.0 DRW TS DATE 7/27/15 a LL NOTES: PER C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE 1 BUILDING SECTION TESTED AND AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT 3/8" = 1' -0" EXCEED 0.40 CFM /SQ. FT. AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES OF WATER GAUGE IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. THE AIR BARRIER SHALL BE CONTINUOUS FOR THE THERMAL ENVELOPE & ACROSS THE JOINTS & ASSEMBLIES. JOINTS & SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS IN PLACES & CHANGES IN MATERIALS. PENETRATIONS OF THE AIR BARRIER & PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS & LOCATION DESCRIPTION DATE BY REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND LG_RN SHEET BUILDING SECTIONS DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE .: PROJ. 28'x 64' MODULAR CLASSROOM USED IN WHOLE OR IN PART FOR MY OTHERU EOROROJTION. OFTTTBN EORPROATION. TROUT MOD RF N BUL NG SYSTEMS INC KCDA BREWSTER SD IwNE.1•�s11x9 <saS vAx:lsml iasasm _EBox SR EB"RoAO, puMSVIUEoR s3x5 EB ""`E:"""",",,.,""'"""a`�"" °`°" ""ODERN - ADDRESS 503 SOUTH 7TH STREET, BREWSTER, WA ® BUILDING sYSiEMS.INC.10�s Roof/ Plate M 8'- 1 1 /8" TYP. WALL ASSEMBLY SIDING STUDS INSULATION W /BLKS INTERIOR FINISH (AIR BARRIER) Fin. - _Floor 0' -0" 0 - Grade� 2' 6" V f JOB# 2015 -DH -59 SHEET # S3.0 DRW TS DATE 7/27/15 FOUNDATION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC / SOD WEDGE/SHIM UNDER ALL BEARING PADS. 2. DESIGN LOADS: LL O O 19/32" DURATEMP W/ ROOF DEAD LOAD 12 PSF w 0 8d AT 6" & 12" O.C. ROOF SNOW LOAD 35 PSF w p w 2 x 4 BACKING AT FLOOR DEAD LOAD 10 PSF O H P.T. 2 x 8 x 16" CAP ¢ 24" O.C. W/ (6) 12d + z_ ;D FLOOR LIVE LOAD 50 PSF z w (2)8 x8x16CMU M F- Co NT. P.T. 2 x 8 q WIND LOAD Lambda = 1.0 Vult = 140 MPH (Vasd = 108 MPH) 3 SECOND GUST - EXP B ZD � 16 x 16 x 4 CMU 12d AT 6" O.C. PIER SEISMIC FOUNDATION SYSTEM: Ss = 1.500 Fa = 1.000 Sds = 1.000 AT 2 x 4 OCCUPANCY CATEGORY If le = 1.0 SEISMIC DESIGN CATEGORY D i EXISTING SITE CLASS D ASPHALT - TYP. j ALLOWABLE 1500 ON SOIL P.T. 2 x 4 x 2' -0" L. W/ #5 BEARING CAPACITY x 1' -6" DRIVE PIN - TYP. 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM -FIR, NO. 2 & BETTER. (-,­� SIDEWALL FOOTING TREATED LUMBER SHALL BE ACID PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE '-2 3/4" = 1' -0" CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 PCT. AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 FRAMING SHALL BE HEM -FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ABOVE. 4. ALL NAILS TO BE HOT DIPPED GALVANIZED AT P.T. MEMBERS. SIMPSON CS18 W/ (4) N10'S EA. END - (2) STRAPS TOTAL 5 VENT CRAWL SPACE w/ (6) 15" SQ. METAL VENTS (MODERN STANDARD). INSTALL 6 MIL. VAPOR BARRIER AT BOTH TOP & BOTTOM ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12 ". 19/32" DURATEMP W/ 8d AT 6"& 12" O.C. 6 CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING o O w O PAD TO AN APPROVED DRAINAGE SYSTEM. CD 3: 0 0 w w 4 x 8 POST 2 x 4 BACKING AT 7. FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED BY L & I, EXCEPT FOR THE SUITABILITY OF THE 24" O.C. W/ (6) 12d 4 x4 POST DESIGN TO SUPPORT THE MODULAR BUILDING. APPROVAL AND INSPECTION OF THE FOUNDATION SYSTEM ¢ z IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. z LLl P.T. 6 x 8 x 1' -3" L. FLAT iv z CONT. P.T. 2 x 8 (3) 12d TOE NAIL - TYP. m io Z) EACH SIDE (3) ROWS OF 12d (2) P.T. 6 x 8 x 5' -0" L. AT 4" O.C. FLAT it N '.. �� 9. RA, (2) #5 x 1' -0" DRIVE PINS �..� EA. END - TYP. z,W n ENDWALL COLUMN FOOTING 'v REV. DESCRIPTION DATE BY REUSE OF DOCUMENT AND T THIS DOCUMENT AND THE IDEAS AND DESIGNSINCORPORATED MODERN BUILDING ARE THE PROW INC. AND SYSTEMS INC. AND ARE NOT TO BE �� x ".:�' ��M� „ti SHEET FOUNDATION NOTES & DETAILS JOB# 2015 -DH -59 PROD. C 2�' X V4' MODULAR CLASSROOM SHEET# USED IN WHOLE OR IN PART FORT MODERN BUILDING SYSTEMS INC S4.0 ORITTEN EORRRIZATIO WRHOUT WRITTEN AUTHORIZATION. PE06. 110. 31 �av4ea"FAZ�Iewu��aa5w eapgtTER RO NANLLE, py 9TU5 KCDA - BREWSTER SD ADDRESS 503 SOUTH 7TH STREET, BREWSTER, WA MW TS DATE 7/27/15 ®ME�Ea' "W osr"S,�Mo," SIMPSON CS18 W/ (4) N10'S EA. END - (4) TOTAL AT BOTH TOP & BOTTOM (2)DF #2,6x10x4' -3 "L. (2) 4 x 12 DF #2 POSTS (7) P.T. 4 x 8 x 4' -6" L. FLAT (3) 12d TOE NAIL - TYP. _ EACH SIDE COLUMN FOOTING U 3/4" = 'V -W (2) 12d TOE NAIL EA. SIDE - TYP. WEDGE/ SHIM 4 x8 DF #2 P.T. 2 x 8 x 16" L. Z CAP 16x16x4CMUPIER O 8x8x16CMU OR P.T. 2 x 12 x 24" L. MID -SPAN FOOTING (2) 12d TOE NAIL WEDGE/ SHIM TYP. EA. SIDE z P.T. 2 x 8 x 16" L CAP 16 x 16 x 4 CMU PIER (2)8x8 x16 C.A. OR P.T. 2 x 12 x 24" L ,1 MARRIAGE LINE FOOTING U 3/4" = 1' -0" (2) 12d TOE NAIL 4 x 8 DF #2 EACH SIDE z (2) 6d DUPLEX OR (2) N10 16 x 16 x 4 CMU PIER fD 6000# PRE -FAB OR P.T. 2 x 12 x 24" L. METAL PIER 4 ALTERNATE MID -SPAN FOOTING 3/4" = 1'-0" DESCRIPTION DATE By REUSE SHEET REUSEOUMENT DOCUMENTS FOUNDATION DETAILS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERNBUILDINC tA' PROJ. 28'x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS INC OTHER RITTEN AUTHORIZATION. WITHOUT KCDA - BREWSTER SD WRITTEN AUTHORVATION. PECEaW 110, al 1"p�g<a rnx:lwUMSVI _E B,9J poRiER BOgp,quMSVILLE, oR 9�ax5 ® "Ew"`"F°P""`a'II, SYgs„�.,"s:�IINC N,s """A"�""" """ ADDRESS 503 SOUTH 7TH STREET, BREWSTER, WA DRW TS R,4 x � z �F�S^ �IOV aL k�G JOB# 2015 -DH -59 SHEET # S4.1 DATE 7/27/15 FLOOR JOIST SUPPORTBEAM z � P.T. 2 x 8 x 16" CAP -. 8x8x16CMU �q 16x16 x4CMU PIER P.T. 2 x 4 x 2' -0" L. W/#5 x 1'-6" DRIVE PIN - TYP. n ENDWALL FOOTING AT BEAM 3/4" = 1' -0" ENDWALL DBL. JOIST ENDWALL OFFSET RIM GALV.STRAP a0 T -6" I CMU PIER BELOW JOIST 2 x 8 BLOCK ro ih JOIST 2x8E V.L. KIM ALV. STRAP BL. ENDWALL RIM FFSET RIM n TIE -DOWN AT MARRIAGE U 3/4" = 1' -0" 1-1/4"x 0.035 GALV. STRAP W/ BUCKLE LOOPED AROUND L.V.L. 5/8" DIA. STRAP BOLT MINUTE -MAN MMA -35 36 -XDH 36" CROSS -DRIVE ANCHOR (DRAW STRAP TIGHT AND LOCK BOLT) I L.V.L. RIM 19/32" DURATEMP W/ I 8d AT 6" & 12" O.C. A Rgti GALV. STRAP 00 W WEDGE/SHIM 0 � �� 00 w W 2 x 4 BACKING AT 4 24" O.C. W/ (6) 12d zly z CONT. P.T. 2 x 8 in 12d AT 6" O.C. _ AT2x4 FLOOR JOIST SUPPORTBEAM z � P.T. 2 x 8 x 16" CAP -. 8x8x16CMU �q 16x16 x4CMU PIER P.T. 2 x 4 x 2' -0" L. W/#5 x 1'-6" DRIVE PIN - TYP. n ENDWALL FOOTING AT BEAM 3/4" = 1' -0" ENDWALL DBL. JOIST ENDWALL OFFSET RIM GALV.STRAP a0 T -6" I CMU PIER BELOW JOIST 2 x 8 BLOCK ro ih JOIST 2x8E V.L. KIM ALV. STRAP BL. ENDWALL RIM FFSET RIM n TIE -DOWN AT MARRIAGE U 3/4" = 1' -0" 1-1/4"x 0.035 GALV. STRAP W/ BUCKLE LOOPED AROUND L.V.L. 5/8" DIA. STRAP BOLT MINUTE -MAN MMA -35 36 -XDH 36" CROSS -DRIVE ANCHOR (DRAW STRAP TIGHT AND LOCK BOLT) I L.V.L. RIM Ii n I A Rgti GALV. STRAP �� OFFSET RIM n TIE -DOWN AT CORNER L J n TIE -DOWN STRAP of' �6 3/4" = 1' -0" 3/4" = 1' -0" REV. DESCRIPTION DATE BY THISEOFDOCUMETS THIS DOCUMENT AND THE IDEAS AND SHEET FOUNDATION DETAILS JOB" 2015 -DH -59 DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING �` r ZZ L i .3`F",c ,'?y PtMg PROJ. 28' X 64' MODULAR CLASSROOM SHEET# SYSTEMS INC. AND ARE NOT TO 9E USED IN WHOLE OR IN PMT FOR ANV WRITTE SEORPRO TION.ITHOUT WRITTEN AUTHORVATION. MODERN BUILDING SYSTEMS INC ��e�+sm HpHE.1�31I ER p�f KCDA - BREWSTER SD " A cI-ERNBUIILD" PACE �;b,"�,w, "»m. ADDRESS 503 SOUTH 7TH STREET, BREWSTER, WA ®MaoERry eulR sysrEMS, °R`" TS DATE 7/27/15 Project Address: Zoning; Z CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM 1315 Yelm Ave W Parcel #: 21724210500 Current Use: N Proposed Use Educational New Construction ❑ Re -Model / Re -Roof / Tenant Improvement Plumbing ❑ Mechanical -1 Fire Prevent/Suppress /Alarm u Other Add double classroom modular building ildi - Project Description /Scope of Work: g Project Value: $150.000.00 Building Area (sq. ft) Parking Garage 1St Floor 1792 2nd Floor 3rd Floor. Building Height 14'6" Are there any environmentally sensitive areas located on the parcel? _ completed environmental checklist must accompany permit application. BUILDING OWNER/TENANT NAME: Yelm Community Schools ADDRESS POBox476 EMAIL CITY Yelm STATE WA ZIP 98597 TELEPHONE 360- 458 -1900 ARCHITECT /ENGINEER Ken Rasmussen LICENSE # WA21543 ADDRESS EMAIL CITY STATE ZIP TELEPHONE 1 -800- 682 -1422 GENERAL CONTRACTOR Modern Building Systems TELEPHONE 1 -800- 682 -1422 ADDRESS 9493 Porter RD EMAIL CITY Aumsville STATE OR ZIP 9732 FAX 5m -749 -4950 CONTRACTOR'S LICENSE # MODERBS272KC EXP DATE 12 -1BITY LICENSE # PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of City Mitigation documentation (TFC). If yes, a I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. Applicant's Signature Date Owner/ Contractor/ Owner's Agent/ Contractor's Agent/ Tenant (Please circle one.) All permits are non - transferable and will expire if work authorized by s ch permit its not begun within 180 days of issuance, or if work is suspended or abandoned for (360) 458 -3835 105 Yelm Ave W (360) 458 -3144 FAX Yelm, WA 98597 www.ci.yelm.wa.us - For Postal Delivery Y Department of Labor and Industries¢°h� FB Ir Factory Assembled Structures ❑ CC CH 11 PO Box 44430 + C C CST Olympia WA 98504 -4430 WV kA)Only ❑ WA Rev /OR Courtesy For Non - Postal Delivery ( &g., FedX, UP } �; Courtesy D f L b AT d tri f� ` � � Piu out Modern Building Systems, Inc. M -93 Plans to return to: Address 9493 Porter Road Aumsville, OR 97325 epartment o a or an n us es r State srmem FOR DEPARTMENT USE ONLY Factory Assembled Structures r ci city 7273 Linderson Way SW Tumwater WA 98501 www.wa.gov/lni[FAS/ (case sensitive) PLAN APPROVAL REQUEST FACTORY BUILT STRUCTURES & COMMERCIAL COACHES Contact person's printed name: Date: Fee enclosed: :. a .::::::::::::::: :::::::::::::::::::::::::::::.. AIWO teaPP. cav ...:::::::::t::::::..aP..._lw; wi 311012016 Contact person's printed name: Date: Fee enclosed: Don Wall 311012016 $250.96 Signature: Phone No.: FAX No.: Size of building: 503 - 749 -4949 1 503 - 749 -4950 New plan (Master design) (1 Yr design) See Initial MFG filing No fee required Renewal AP No. apprr°priate Resubmittal Appl ID Addendum X AP No. 12FB51300136- for fees Plans reviewed by L &I listed professional Note: identifv addendum items on plans! Code cycles (month/year): IBC/IMC/UPC: 7 113 VIAQ: _ / _ NEC: 7 / 14 WSEC: 7 / 13 UFC: 7 / 13 Size of building: No. of Occupancy Width: Z7-8rr Length: 64'-0" Area (Sq Ft): 1770 Modules 2 group: E Type construction: Sub yr: SEC yr. Seismic Zone: VB Classroom 2012 2014 1.50 /D Roof live load PSF: Wind load MPH -EXP: (PSF for CC) Floor load PSF: 30 14018 - 50 Plot plan submitted? ❑ Yes . No If "No ", provide distance from farthest projection to nearest building/property line: Front: 10' Rear: 10' Left side: 10' Right side: 10 Type beat: ❑Central ❑Hydronics ❑Baseboard ❑Fan powered ■Other: SPV7HP forced air room beater Type of fuel: .Electric ❑Natural gas ❑Propane ❑Oil ❑Other: Insualtion Floor 30 Walls 21 Roof (Flat) Roof (Vault) 42 Heating zone: ■ 4C . SB values: WSEC compliance chapter: Energy calculations: Electrical service: . ❑ ❑ ❑ MAttached E On file - AP# IZFB51300136 Amps 200A 1201240V Component Systems Prescriptive p N/A Heat Pump Yes ❑ No E3 kVA' 45.7 Phase .1 []3 Performance Analysis Air conditioning Yes No N/A Attached Attached/Design On L&I Review Professional Review file - Structural calculations or test proposals ❑ N ❑ ❑ AN Truss or rafter drawing(s) ❑ E ❑ ❑ AN Truss plan if over 3 different trusses ❑ ❑ ❑ AP# �TAi Girder truss or ridge beam drawing ❑ ❑ ❑ AP# p lNGf HVAC drawing ❑ N ❑ ❑ AN 1s Cross section and elevation L3 E3 [j AN Foundation plan ❑ ❑ ❑ E AN 12F851300 `, Electrical load demand calculation ❑ E ❑ ❑ AN Panel box schedule/Electrical load talc's ❑ 0 ❑ ❑ AN S j/ Chassis drawing (CC units only) Plumbing ❑ ❑ ❑ 74 0 AN -_ FlE(pj;;�?CCC,& AP# C710N systems: N ❑ ❑ ❑ Operating pressure - to - No of fixtures 0 Total developed length - RETURN PLANS ❑ Regular mail VIA' ❑ Other F623 -006 -000 (PDF) plan approval request 11 -00 ■ Overnight @ customer's expense . Carrier Acct # Fedex Standard 164341453 *l2 2-014 qA #g /ND ®ROVER Udl • • • -I • C..,4„ o.., rnHa rnm fiinnro Fnrms fnr Cnmmercial Buildinas includina R2 & R3 over 3 stories and all R1 Revised Oct 2013 Projectlnfo Project Address P.CDA 28x64 DMP Classroom (Addendum #12) Date 3/10/2016 For Building Department Use Compliance forms do not require a password to use. Instructional and Applicant Name: Modern Building Systems, Inc. Applicant Address: 9493 Porter Road Aumsville, OR 97325 calculating cells are write - protected. Applicant Phone: 503- 749 -4949 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Change of Occupancy /Conditioning Compliance Pat toe.nable Prescriptive Component Performance O Total Building Performance Selection required forms. Occupancy Group Q• Commercial ❑ Group R - R2 & R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration If complying via the Prescriptive path, enter values for vertical fenestration, 96.0 _ 1552.0 X 100 - 6.2% skylights, gross walls and roof on this ENV -SUM worksheet. if complying via the Component Performance path, enter these values in the ENV -UA worksheet. Gross Exterior Total Skylight divided by Roof Area times 100 equals % Skylight 0.0 — 1770.0 X 100 = 0.0% These values auto -fill from ENV -UA and are write- protected on ENV -SUM. Vertical VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Fenestration Area Compliance Skylight Area SKYLIGHT AREA COMPLIES Vertical Fenestration O 50% or more of the floor area is within a daylight zone per C402.3.1.1 Alternates O High Performance Fenestration U- factors and SHGC per 0402.3.1.3 Compliance Method ❑ Skylight area 3% or greater, VT -0.40 or greater Single Story Spaces ❑ Skylight effective aperture 1 % or greater, provide calculation Requiring Skylights ❑ Space eligible for exception _ Requires a minimum of 50% of floor area to be within a skylight daylight zone for specific space types. Refer to 0402 3.2 for requirements. ❑ Project has semi - heated spaces as defined per C402.1.4 STATgOFWA�NtryGT ❑ Applying wall exception to semi - heated spaces FASp,QN ONOcpTOF 1. Semi - heated spaces may comply under Prescriptive or Component Performance corn, ?W&R&G 101V Semi- Heated Spaces path. A 2. Semi- heated spaces shall be documented separately from other conditioned spad¢� provide separate compliance forms for each conditioned space type. th� 3. Envelope elements separating semi - heated from other conditioned spaces shall comply w t* exterior thermal envelope requirements. 61/B'I D i ❑ Walk -in Cooler El Freezer NSpEOTON ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer-'-- reezer ' ' _ Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non - refrigerated areas in the ENV - PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Project includes more than one occupancy type and /or level of space conditioning. Multiple Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: Space Conditioning ❑ Commercial ❑ R2 & R3 over 3 stories and all R1 ❑ Refrigerated Space ❑ Fully Conditioned ❑ Semi - Heated ❑ Low Energy' ❑ R2 & R3 - 3 stories or less 'Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C101.5.2 for exemption. PROEDOUSTRIES 12-79 me WWI fop MINE= C.. C: r 4o r, m c2nce Fnrm„ fnr r nmmarrial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 "Proposed non - residential CMU walls meeting Table C402.1.2 Area UA rarea ter, Footnote D requirements can use the target U -value of 0.104 rather Page 1 than Appendix A values. Show footnote requirements in plans. Subtotal 4 912 17 3 4 912 16 3 Component Performance Compliance (UA) UA COMPLIES '0p odSTR�FS Date 03/10/2016 ,roject Address RCDA 26x64 DMP Classroom (Addendum #12) • Commercial O Group R O For Building Department Use Occupancy Group p Change in occupancy or space conditioning O Note - Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5 Fenestration Area as % gross above -grade wall area 6.2 % Max. Target: 3 0.0 % Skylight Area as % gross roof area 0.0% Max. Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: U- factors shall come from Appendix A, Chapter C303, or calculated per approved method as specified in C402.1.2. Building Component Proposed UA Target UA Provide source of U- factor, page /plan # of assembly detail & ID U- factor x Area (A) = UA (U x A U- factor x Area (A) = UA (U x A) R= ID: 0.034 Above Deck Insulation U -0.034 a R- ID: R= ID: o R= ID: 0.031 Metal Building U -0.031 o m R= ID: R= ID: R=42 ID: Sht. A3.1, Claculated U- Factor, See Attached 0.026 1770 46.0 0.021 1770 37.2 Single raft, attic, other U -0.021 r R= ID: R= ID: R= ID: 0.055 Steel /metal frame U -0.055 R= ID: R= ID: -o R= ID: 0.052 Metal Building U -0.052 0 m R= ID: R= ID: O R= 21 ID: Sht. A3.1, Claculated U- Factor, See Attached 0.055 1372 75.5 0.054 1372 74.1 Wood Frame, other 11 0.054 o R= ID: T Q p 3: R= ID: O . R= ID: 0.104 Mass Wall U -0.104 In m R- ID: 2 R= ID: N R= ID: 0.104 Assumed to be Mass Wall U -0.104 o R= ID: d a m � R= ID: C7 R= ID: R= ID: 0.031 Mass Floor U -0.031 R= ID: N 2 R= ID: LL o R= 30 ID: Sht. A3.0, T.A105.1(1) Default (Joists, 0.029 1770 51.3 0.029 1770 51.3 Joist/Framing U -0:029 E R= ID: 0 Perimeter) u R= ID: F- factor x Perimeter li = UA(U x A) F- factor x Perimet (U x A) R= ID: 0.540 Tin; Slab -On -Grade U -0.54 a) @ m m) R= ID: R= ID: R= ID: 0.550 Heated Slab -On -Grade U -0.55 `—° m R= ID: = R= ID: "Proposed non - residential CMU walls meeting Table C402.1.2 Area UA rarea ter, Footnote D requirements can use the target U -value of 0.104 rather Page 1 than Appendix A values. Show footnote requirements in plans. Subtotal 4 912 17 3 4 912 16 3 Component Performance Compliance (UA) UA COMPLIES '0p odSTR�FS W911114161=1 12-T11193mr,11LOITO •• • - MIA • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over: Revised Oct 2013 r'rojectAddress KCDA 28x64 DMY Classroom (Addendum #12) Date 03/10/2016 Fenestration Area as % gross above -grade wall area 6.2% Max. Target: 30.0% For Building Department Use Skylight Area as % gross roof area Max. Target: 5.0% Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: Provide NFRC rated U- factor or default U- factor from Appendix A for the fenestration assembly thermal performance (combination of frame and glazing). 3: Fenestration that separates conditioned space from a non - conditioned or semi - conditioned Building Component Proposed UA Target UA Provide source of U- factor, page /plan # of assembly detail & ID U- factor x Area (A) = UA (U x A U- factor x Area (A) = UA (U x A) U= 0.22 ID: Door 1, Sht. A3.2, NFRC Certified 0.220 21 4.6 0.37 84 31.1 Opaque Swing Doors U -0.37 o o U= 0.22 ID: Door 2, Sht. A3.2, NFRC Certified 0.220 21 4.6 U= 0.22 ID: Door 3, Sht. A3.2, NFRC Certified 0.220 21 4.6 3 U= 0.22 ID: Door 4, Sht. A3.2, NFRC Certified 0.220 21 4.6 Q U= ID: 0.37 Opaque rollup & sliding U -0:37 - o U= ID: r U= ID: m U= 0.3 ID: Window A, Sht. A3.2, NFRC Certified 0.30 I 96 28.8 0.30 96 28.8 Non -Metal Frame U -0.30 U= ID: c U= ID: 0 Z U= ID: U= ID: 0.38 s " U= ID: Metal Frame, Fixed U -0.38 `6 2 U= ID. U) c m U= ID: L U= ID: 0.40 Metal Frame, Operable U -0.40 Q °_ U= ID: r m U= ID: :5i U= ID: °; U= ID: 0.60 Metal Entrance Door U -0.60 E! U= ID: a U= ID: U= ID: U, (n U= ID: 0.50 All types U -0.50 o, n U= ID: r ~_ U= ID: co Q U= ID: Area UA Area UA 60 Page 2 Subtotal 180 47 180 163 To comply: Page 1 Subtotal 4912 173 4912 2 2 2 1) Proposed Total UA shall not exceed Target Total UA. Total 5092 2 2 0 5 0 9 2 Tq 2) Proposed Total Area shall equal Target Total Area. Component Performance Compliance (UA) lJFi4 LIES /F�SFOONq X 0 ,6 �4 H�F %er r H If vertical fenestration area exceeds maximum allowed per Section C402.3.1, then Target Area Adjustment of all applicable envelope elements is -equired. This worksheet automatically calculates these adjustments and updates target areas in the ENV -UA and ENV -SHGC worksheets. Information shown in this worksheet is for reference only and is write - protected. Submit this Target Area Adjustment form with ENV -UA and ENV -SHGC forms. VF = Vertical fenestration DR = Opaque doors Ar: = Ahnva- nraria Proposed Areas NW = Net above qrade wall (excludes fenestration and doors.) Gross Exterior Above -Grade Wall Area= VF + NW + DR Vertical Fenestration Non -metal frame Metal frame, fixed Metal frame, operable Metal frame, entrance door Above -grade Wall Steel Frame Metal Building Wood / Other frame Mass Sum of Proposed SHGC x A Adjustments Non -North Vertical Fenestration PF < 0.2 0,2<_ PF < 0.5 PF >_ 0.5 North Vertical Fenestration PF < 0.2 0.2 <_ PF < 0.5 PF > 0.5 Proposed Area Target VF Mult. Target Area 96.0 X 1.00 = 96.0 X X X Target areas in shaded Proposed Area Target Net Wall Mult. Target Area boxes are applied to _ target areas on ENV -UA X 1372.0 X 1.00 = 1372.0 X Sum of target above -grade 1468 . 0 Sum of Target 1468.0 wall and vertical fenestration areas are calculated to equal the sum of proposed Proposed Area Target VF Mult. Target Area 96.0 X 1.00 = 96.0 X X = SHGC target areas in shaded boxes are applied S to target areas on ENV - 4Fyv SHGC X Fq '%4� 041 0ppr c X AN�FE �c�SP'6 cook T/0N Vertical Fenestration -> VF= 96.0 Multiplier applied to all Total Vertical Excess Vertical Fenestration Fenestration 96.0 - C Target Vertical Fenestration = 1 96.0 Opaque -> NW= 1372.0 DR=7 84. 0 Gross Exterior Max Vert. Fen. % Target Net Wall Mult. = 1. 00 Maximum Target AG Wall Area (002.3.1) Vert Fen. Area 1552.0 X 30.0% - 100 = 465.6 I otal Vertical Delta Vertical 0 Excess Vertical Fenestration Maximum Target Fenestration Fenestration 96.0 - 465.6 = -369.6 j B greater = Vertical Fenestration Non -metal frame Metal frame, fixed Metal frame, operable Metal frame, entrance door Above -grade Wall Steel Frame Metal Building Wood / Other frame Mass Sum of Proposed SHGC x A Adjustments Non -North Vertical Fenestration PF < 0.2 0,2<_ PF < 0.5 PF >_ 0.5 North Vertical Fenestration PF < 0.2 0.2 <_ PF < 0.5 PF > 0.5 Proposed Area Target VF Mult. Target Area 96.0 X 1.00 = 96.0 X X X Target areas in shaded Proposed Area Target Net Wall Mult. Target Area boxes are applied to _ target areas on ENV -UA X 1372.0 X 1.00 = 1372.0 X Sum of target above -grade 1468 . 0 Sum of Target 1468.0 wall and vertical fenestration areas are calculated to equal the sum of proposed Proposed Area Target VF Mult. Target Area 96.0 X 1.00 = 96.0 X X = SHGC target areas in shaded boxes are applied S to target areas on ENV - 4Fyv SHGC X Fq '%4� 041 0ppr c X AN�FE �c�SP'6 cook T/0N -369.6 Multiplier applied to all Total Vertical Excess Vertical Fenestration Fenestration 96.0 - C Target Vertical Fenestration = 1 96.0 Total Vertical Fenestration - 96.0 Target VF Multiplier = 1.00 Proposed Vertical Fenestration Areas to calculate Target Vertical Fenestration Area Net AG Wall Area Excess Fenestration Target Net Wall Area = 1372.0 Net Wall - 1372.0 Target Net Wall Mult. = 1. 00 Multiplier applied to all Proposed Opaque Above - Grade Wall Areas to 1372.0 calculate Target Above - UA Adjustments Vertical Fenestration Non -metal frame Metal frame, fixed Metal frame, operable Metal frame, entrance door Above -grade Wall Steel Frame Metal Building Wood / Other frame Mass Sum of Proposed SHGC x A Adjustments Non -North Vertical Fenestration PF < 0.2 0,2<_ PF < 0.5 PF >_ 0.5 North Vertical Fenestration PF < 0.2 0.2 <_ PF < 0.5 PF > 0.5 Proposed Area Target VF Mult. Target Area 96.0 X 1.00 = 96.0 X X X Target areas in shaded Proposed Area Target Net Wall Mult. Target Area boxes are applied to _ target areas on ENV -UA X 1372.0 X 1.00 = 1372.0 X Sum of target above -grade 1468 . 0 Sum of Target 1468.0 wall and vertical fenestration areas are calculated to equal the sum of proposed Proposed Area Target VF Mult. Target Area 96.0 X 1.00 = 96.0 X X = SHGC target areas in shaded boxes are applied S to target areas on ENV - 4Fyv SHGC X Fq '%4� 041 0ppr c X AN�FE �c�SP'6 cook T/0N Akvliaht Target Area Adiustment Calculations If skylight area exceeds maximum allowed per Section C402.3.1, then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV -UA and ENV -SHGC worksheets. Information shown in this SKY= Skylight I NR - Net roof (excludes skylight) Gross Exterior Roof Area = SKY + NR Proposed Areas Skylight (Horizontal Fenestration) ­[SKY= Opaque Roof ­I NR= 17 7 0707d 0 Gross Exterior M Max Skylight % M Maximum Skylight Roof Area ( (C402.3.1) F Fenestration Area 1770.0 X 5 5.O1, — — 100 — 8 88.5 Total Skylight Area M Maximum Target D Delta Skylight Area 0 0 E Excess Total Skylight Area Excess Skylight — Target Skylight Area Total Skylight Area Target SL Multiplier Multiplier applied to all Proposed Skylight Areas to calculate Target Skylight Area Target Net Roof Mult. — Multiplier applied to all 1.00 Proposed Opaque Roof Areas to calculate Target Net Roof Area Excess Skylight Target Net Roof Area Net Roof 1770.0 + = 1770.0 — 1770.0 UA and SHGC x A Adjustments Skylight All Roof Insulation Above Deck Metal Building Attic I All Others Proposed Area Target SL Mult. Target Area X Proposed Area Target Net Wall Mult. Target Area X X 1770.0 X 1.00 = 1770.0 Sum of target roof and skylightareas are 177 fl . 0 calculated to equal the sum of proposed Sum of Proposed 11770 . 0 Sum of Target STgTE0r 648,014,v I TONDEpT REIiE�ySE� 0 ,VqP RN E�oUSTRi63 IAR ? 1 ?016 4NDplLD N pFODE CTf0N HGC Calculation • • ') kAl - tiir,,,+— c +�+o P— (-­i. F;;– ­fln­n.nA Fnrmc fnr Cnmmnrrial Ruilriinns including R2 & R3 over 3 stories and all Rl Revised Oct 2013 Project Address KCDA 26x64 DMP Classroom (Addendum #12) Date 03/10/2016 6 .2 o Max. Target: 30% Fenestration Area as %gross above -grade wall area 9 For Building Department Use Skylight Area as % gross roof area Max. Target: 59. Vertical Fenestration Alternates: None Selected on ENV -SUM Notes: 1 - Proposed vertical fenestration and skylight areas entered in ENV -SHGC must match proposed fenestration areas in ENV -UA. 29 2 - If Target Area Adjustment is required per ENV -UA, then target areas will be automatically 0..40 adjusted in ENV -SHGC. Refer to Target Area Adjustments worksheet for this calculation. 0.2_<PF <0;5 3 - Provide NFRC rated SHGC or default from Table C303.1.3(3) for fenestration assembly SHGC. 4 - Fenestration that separates conditioned space from a non - conditioned or semi - conditioned 0 space shall be included in this worksheet. Skylights Proposed SHGC Target SHGC Provide source of SHGC, page /plan # of assembly detail & ID SHGC x Area (A) = SHGC x f SHGC x Area (A) = SHGC x A ID: 0 9.35 SHGC 0.35 ID: ID: 0 ID. ID: ID: ID: ID: 0 Totals ` SHGC will sum fenestration area by PF category. Totals 0 All Non -North Vertical Fenestration+ Proposed SHGC Target SHGC ++ Provide source of SHGC, page /plan # of assembly PF SHGC' x Area (A) = SHGC x A detail & ID PF SHGC x Area (A) = SHGC x A Category ID: Window A, Sht. A3.2, NFRC Certified 0 0.30 96 29 PF <0.2 0..40 96 38.4 0.2_<PF <0;5 0.4s ID: 0 PFL0.5 i 0 -64 ID: 0 ++ if projection factor (PF) credits are ID: 0 ID: 0 applied to the proposed design, Target ID: 0 ` SHGC will sum fenestration area by PF category. ID: 0 ID: 0 ID: 0 ID: 0 + If projection factor credit is applied, then vertical Totals 96.0 2 8 . 8 Totals 9 6. 0 38.4 fenestration must be entered in the correct table according to orientation. If credit is not applied then all vertical fenestration can be entered in either table. Note: Fenestration that separates conditioned space from a non - conditioned or semi - conditioned space shall be listed here with a proposed SHGC equal to the target value. North Vertical Fenestration+ Proposed SHGC Target SHGC ++ Provide source of SHGC, page /plan # of assembly PF SHGC" x Area (A) = SHGC x A detail & ID PF SHGC x Area (A) = SHGC x A Category ID: 0 PF <0.2 0_40 025PF <0.9 0.44 ID: i 0 PF z 0.5 1 0.48 ID: ! 0 ++ If projection factor (PF) edits are - applied to the proposed design, T ' AOGG will sum fenestration area by PF category. ID: ID: ID. 0 0 0 ID: 0 North Total ` p "Cr1pN Area ISHGCxAl Area JSHGCxAJ To comply, the Proposed total SHGC x A for all fenestration (vertical Grand Grand & skylights) shall not exceed the Target total SHGC x A. Total 96.0 28.8 Total 96.0 38.4 NDUSTRiSS Component Performance Compliance (SHGC) SHGC COMPLIES STATE OF WASHINGTON FAS PLAN REVIEW SECTIONAPPROVEDDUSTRIES MAR 2 r 2016 SUBJECT TO E AND FIELD INSPE��ON Building Permit Plans Checklist, pg. 1 1'% 111' A; A K 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address RCDA 28x64 DMP Classroom (Addendum 1112) Date 3/10/2016 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes SCOPE na C101.5.2 Low energy spaces Low energy spaces identified on plans na C101.5.2.1 Semi - heated spaces Semi - heated spaces identified on plans C402.1.4 C402.5 Cooler and freezer Walk -in and refrigerated warehouse cooler and freezer spaces identified on na C402.6 spaces plans na C101.4.6 Mixed occupancy Spaces with different occupancy requirements identified on plans Change of Existing F, S and U -occupancy building spaces undergoing a change of na C101.4.4 occupancy /space occupancy or space conditioning that reauire compliance are identified on C101.4 5 conditioning plans ENVELOPE PROVISIONS yes C303.1 fulation Indicate identification mark shall be applied to all insulation materials A0.2 identification C303.1.3 I Fenestration product Fenestration products shall be labeled with rated U- factor, SHGC, VT, and yes C402.4.3 rating leakage rating A3. z Indicate installation methods, thicknesses, densities and clearances to achieve C303.1.1 General insulation the intended R -value of all insulation materials; yes C402.2 installation Where two or more layers of rigid insulation will be used, indicate that edge joints between layers are staggered A3.1 53.0 Indicate R- value(s) of cavity /continuous insulation on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted ceilings yes C402.2.1 Roof assembly per A102.2 (std, adv); insulation Provide area - weighted calculations for sloped insulation installed entirely above deck; Indicate R- values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs A3.1 & S3.0 Skyfight curb Indicate curb insulation R -value on roof section if not included in skylight NFRC na C402.2.1 insulation rating Indicate R- value(s) of cavity /continuous insulation on wall sections, Indicate framing materials on wall sections; Indicate method of framing for wood const per A103.2 (std, int, adv); C402.2.3 Above /below grade yes C402.2.4 wall insulation Indicate mass of masonry walls; C303.2.1 Indicate loose -fill core insulation material, percentage of cores filled, and frequency of grouted cores and bond beams for masonry walls; Indicate method of protection of exposed exterior basement/crawlspace wall insulation A3.1 & 53.0 Walk -in /refrigerated Indicate insulation R- values of ceilings, walls, doors, floors on sections; na C402.5 warehouse cooler Indicate method of minimizing door infiltration, C402.6 and freezer insulation Indicate type(s) of transparent doors and windows - Indicate rated U- factor (swinging) or R -value (roll -up /sliding) on wall sections - yes C4022.7 Opaque doors applies to doors with less than 50% glazed area A3.2 Indicate R- value(s) of cavity /continuous insulation on floor sections; Floor over outdoor or yes C402.2.5 unconditioned space Indicate framing material on floor sections; insulation Indicate mass of masonry floors A3.1 53.0 Indicate R -value of continuous insulation on wall section or foundation detail; S AIE OF C40226 Slab-on -grade floor Indicate insulation extends down vertically and /or horizontally the required VV ""IGj ON na C303.2.1 insulation distance from top of slab, FAS PLAN REV/ EPr LA Indicate method of protection of exposed exterior slab edge insulation SECOTIONgPRgNDIN Indicate R -value of continuous insulation on wall section or foundation detail; Mq n C402.2.6 Radiantly heated sla Indicate insulation extends down vertically from top of slab and then horizontally 1 l� na C303.2.1 on -grade floor under the entire slab; insulation Indicate method of protection of exposed exterior slab edge insulation `SUgjEC Indicate insulation R -value behind radiant U- bend /headers and bottom D I PEOT Radiant heating panels, _ ON na C402.2.8 system insulation surface of radiantly heated floors (other than radiantly heated slab -on - grade) USTR /Es 2 EAIT-CAKi Suilding Permit'Plans Checklist, • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address xcDA 28x64 DMP classroom (Addendum #12) Date 3/10/2016 Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes Vertical fenestration Provide calculation for total vertical fenestration area as percentage of gross yes C402.3.1 maximum area above grade wall area ENV -SUM na C402.3.1.2 Skylight maximum Provide calculation for total skylight area as percentage of gross roof area area - Indicate U- factors, SHGC and VT values in fenestration schedules; C402.3.3 U- factors, SHGC and An area - weighted U -value may be used for all fenestration elements that qualify yes C402.3.1.3 VT for all fenestration within the same fenestration category per Table C402.3; C303.1.3 assemblies Indicate if values are NFRC or default. If default then specify frame type, glazing layers, gap width, IDW-e coatings, gas -fill. A3.2 Provide calculations showing that percentage of overall conditioned floor area C402.3.1.1 Increased max. in the daylight zone is equal to or greater than 50 %; na Chap.2 vertical fenestration area with daylighting Indicate method of daylighting control in lighting equipment schedules; Definition controls Indicate VT of vertical fenestration is at least 1.1 times the rated SHGC Increased max. Indicate high performance U- factors and SHGC values in fenestration vertical fenestration -€schedules; na C402.3.1.2 area with high- An area - weighted U -value may be used for all fenestration elements that qualify performance glazing within the same fenestration category per this section - C402.3.3 Permanent shading Provide projection factor calculations (Equation C4 -2) and associated SHGC na 0402.3.3.1 devices multipliers for north and non -north orientations _ Provide calculations for percentage of conditioned floor area located within a skylight daylight zone; Provide calculations for percentage of skylight area to daylight zone under na 0402.3.2 Single story spaces skylights, OR; requiring skylights Provide calculations for percentage of overall skylight effective aperture (Equation C4-1); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE Indicate location of continuous air barrier on plans and sections; 0402.4.1.1 Air barrier yes construction and Provide details for all joints, transitions in materials, penetrations in air barrier 0402.4.2 sealing and note method of sealing (caulked, gasketed, or other approved method) A0.2 Indicate locations of all stairway and shaft vents; Provide leakage rating of motorized dampers in mechanical equipment na C402.4.5.1 Stairway and shaft schedules; vents Indicate method of emergency operation - activation of fire alarm or interruption of power Indicate locations of all outside air intakes, exhausts and relief outlets, including Outdoor air intakes, those integral to mechanical equipment; yes 0402.4.5.2 exhausts and relief Provide in mechanical equipment schedules leakage rating of dampers, identify Mo. 1 Bard openings whether motorized or gravity, and note any exceptions taken Specs Recessed lighting in Indicate IC rating of fixtures in lighting equipment schedules; na C402.4.8 building envelope Indicate method of sealing between light fixture housing and wall or ceiling - na C402.4.6 Loading dock seals Indicate weather seal at cargo and loading dock doors - Indicate locations and dimensions of vestibules; na C402.4.7 (Vestibules For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space - Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; C402.4 - Air barrier building Include the following requirements in project documents: (1) air barrier test yes 1.2.3 test report shall be submitted to jurisdiction once test is completed; (2) if test results exceed 0.4 cfm /ft2 at 0.3 in. wg then visually inspect air barrier and seal noted sources of leakage, (3) submit a follow -up report to jurisdiction noting corrective measures taken gT z If "no" is selected for any question, provide explanation: FA "4;ut:?T, Pi ECiIGr, - nugT—R-1 '�OVEO S MAR 2 Z0�6 SUBJECT TO CODE AND FIELD INSPECTION End of Building Permit Plans Checklist Wall U -Value (LAP- Gyp.Standard Framing 0.109 x At Fra ing Members (19 %) Layers A B C D E F `o o x c w Layer Description Detail R -Value Exterior Surface Moving Air 15 MPH 0.170 A Siding 5/16" Cement -Fiber Panel 0.060 B Ext. Sheathing 5/8" Gyp. Bd. 0.560 C Studs 2 x 6 DF at 16" O.C. 5.830 D E Int. Sheathing 5/8" Gyp. Bd. 0.560 F Int. Finish 112" Tackboard 1.320 Interior Surface Still Air 0.680 Total R- Values 9.180 U -Value (1 /R- Value) 0.109 At Insulation (77 %) Layers A B f C I D JE F o `o LL law Layer Description Detail R -Value Exterior Surface Moving Air 15 MPH 0.170 A Siding 5/16" Cement -Fiber Panel 0.060 B Ext. Sheathing 5/8" Gyp. Bd. 0.560 C D Insulation R -21 Fiberglass Batts 21.000 E Int. Sheathing 5/8" Gyp. Bd. 0.560 F Int. Finish 1/2" Tackboard 1.320 Interior Surface Still Air 0.680 Total R- Values 24.350 U -Value (1 /R- Value) 0.041 At Headers (4 %) Layers A B C D E F o `5 a v w c Layer Description Detail R -Value Exterior Surface Moving Air 15 MPH 0.170 A Siding 5/16" Cement -Fiber Panel 0.060 B Ext. Sheathing 5/8" Gyp. Bd. 0.560 C Headers 4x DF (Vertical) 3.710 D Insulation R -12 Rigid Foam (2 ") 12.000 E Int. Sheahting 5/8" Gyp. Bd. 0.560 F Int. Finish 1/2" Tackboard 1.32g4Tr Interior Surface Still Air r 0.680 Total R- Values 19.060 U -Value (1 /R- Value) 0.052 U -Value at Framing 0.109 x 0.19 = U -Value at Insulation 0.041 x 0.77 _ U -Value at Headers 0.052 x 0.04 = WASHINGTON DEPT OF LABOR AND INDUSIR► "PLAN REVIEVVSECTIONgppROVED MAID 2 1 2016 , ATIT To CODE FIELD INSPECTION 0.032 n nn,) Total Wall U -Value 0.055 Wall U -Value (T -11- Gyp.- Standard Framing) 0.097 x At Fra ing Members (19 %) U -Value at Insulation Layers A B C D E F `o `o x w Layer Description Detail R -Value Exterior Surface Moving Air 15 MPH = b 0.170 A Siding T- 11- Duratemp 1.155 B Ext. Sheathing 5/8" Gyp. Bd. 0.560 C Studs 2 x 6 DF at 16" O.C. 5.830 D E Int. Sheathing 5/8" Gyp. Bd. 0.560 F Int. Finish 1/2" Tackboard 1.320 Interior Surface Still Air a 0.680 Total R- Values 10.275 U -Value (1 /R- Value) 0.097 At Insulation (77 o) Layers A B C D E F `o `o x c w - Layer Description Detail R -Value ExteriorSurface Moving AirlSMPH a 0.170 A Siding T- 11- Duratemp 1.155 B Ext. Sheathing 5/8" Gyp. Bd. 0.560 C D Insulation R -21 Fiberglass Batts 21.000 E Int. Sheathing 5/8" Gyp. Bd. 0.560 F Int. Finish 1/2" Tackboard 1.320 Interior Surface Still Air 0.680 Total R- Values 25.445 U -Value (1 /R- Value) 0.039 At Headers (4%) Layers A B C D E F `o o x c w - Layer Description Detail R -Value r N rAS Exterior Surface Moving Air 15 MPH 0.170 A Siding T- 11- Duratemp 1.155 B Ext. Sheathing 5/8" Gyp. Bd. 0.560 C Headers 4x DF (Vertical) 3.710 D Insulation R -12 Rigid Foam (2 ") 12.000 E Int. Sheahting 5/8" Gyp. Bd. 0.560 F Int. Finish 1/2" Tackboard 1.320 Interior Surface Still Air 0.696TE C Total R- Values 20.155 U- Value (1 /R- Value) 0.050 U -Value at Framing 0.097 x 0.19 = U -Value at Insulation 0.039 x 0.77 = U -Value at Headers 0.050 x 0.04 = ""GTONDEPT 'SAN REVIEW gEOF IOAAppA"'INDUSTRIES1 ROVED NR 0.012 .018 7 LU 1 b AND Fg� Z TO CODE SPECT /pN n -nn? Total Wall U -Value 0.050 Interior Lighting 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address KCDA 28x6411 DMP Classroom (Addendum #12) Date 3/10/2016 Compliance For Building Department Use forms do not require a use, sword to Applicant Name: Modern Building Systems, Inc. instructional and calculating cells Applicant Address: P.O. Box 110 Aumsville, OR 97325 are write- Applicant Phone: 503 - 749 -4949 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Compliance Path Lighting Power Density Calculations O Total Building Performance (If Total Building Performance then only LGT -CHK is required.) Lighting Power Allowance Building Area Method Space -By -Space Method Method Selection required to enable LPA forms Interior Lighting System Lay -in ceiling LED fixtures controlled by occupancy sensors, daylight sensors and /or Description wall switches. Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG - INT -BLD) or Space -By -Space Method (LTG -INT- SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ❑ 60% or more of luminaires in space replaced Provide Building Area Method (LTG - INT -BLD) or Space -By -Space Method (LTG -INT- SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non - retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG -INT- SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. ❑ Lamp and /or ballast replacement within existing luminaires only — existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and /or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (G404_ ?.2ti3f �S�ec -fic application controls (C405.2.3), and commissioning of lighting controls per C405.13 FAS PLAN REVIEW OF LASOR AN SEC Ti ❑ New or moved lighting panel E S' r Provide all applicable lighting controls as noted for New Wring, automatic time switch controls (C405.2.2.1), and comm)kokn4 qbg Mng controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only SUBJECT TO CODi. Provide all applicable lighting controls as noted for New Wring and commissioning of lighting controls per C405.13. FIEND INSPECTIOry ❑ No changes are being made to the interior lighting and space use not changed. NDUSTRIES D Interior Lighting Space-By-Space 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 8 R3 over 3 stories and all R1 Revised Jan 2014 Project Address KCDA 28x64 II DMP Classroom (Addendum #12) Date 3/10/2016 Lighting Alterations, Renovations & Building Additions 0 Less than 60% 0 60% or more 0 Stand alone 0 Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. For Building Department Use Maximum Allowed Lighting Wattage Location (plan #, room #) Space Type* owe Watts per ft2 Gross Interior Area in ft2 a s owe (watts /ft2 x area) Classroom Classroomllecturettraining 1.24 855 1060 Classroom B Classroomllecturettraining 1.24 855 1060 iC77tPTek s< 7[ tSfil, l-Lig#(1„g'.s „ °JIEIE.7CtSlif/': ,... ` I2e#att ii' Aliowance'frtiri i'��- 1NT�3 {SPiAY = , ; : -` * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 W /ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Area Allowed Watts Total 1710 2120 Location (plan #, room #) Fixture Description * ** Number of Fixtures Watts/ Fixture Watts Proposed Classroom A 3 -Tube T8 32W Fluorescent Lay -in with Elect Ballast 8 88 704 Classroom B 3 -Tube T8 32W Fluorescent Lay -in with Elect. Ballast 8 88 704 �.:iCr1NT DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for interior Lighting Total Proposed Watt 1408 * ** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: STATE OF WASHINGTON 1. include ALL proposed lighting fixtures. -AS PLAN REVIEEPL OF LABOR ANp INDUSTRIES 2. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if inclludBt APpRO�ED track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and outer, r terjj�� as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplry�d,1 a or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For fighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. JEC 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing fitt oUEt li"J'EC 7 r T 6. if #NA appears in Retail Display cells, information on LTG -INT- DISPLAY is incomplete. ECTION Interior Lighting Power Allowance COMPLIES Exterior • • Summary LTG-EXT 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 8 R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: KCDA 28x64 11 DMP Classroom (Addendum #12 Date 3/10/2016 Watts/ For Building Department Use Tradable Surface Applicant Name: Modern Building Systems, Inc. ApplicantAddr: P.O. Box 110 Aumsville, OR 97325 Applicant Phone: 503 - 749 -4949 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Zone As specified by jurisdiction. Zone selection required to enable LTG -EXT form O Zone 1 O Zone 2 Zone 3 O Zone 4 Compliance Option Lighting Power Density Calculations O Total Building Performance Building Grounds Applies to luminaires > 100 Watts ❑ Efficacy > 60 lumens/W ❑ Controlled by motion sensor ❑ Exemption (list) Exterior Lighting Alteration ❑ No changes are being made to the existing exterior lighting ❑ New wiring installed to serve added fixtures and /or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 750 Tradable Surfaces Surface Description Allowed a s per ff or per If Area ( ), perimeter (If) or # of items Allowed Wafts x ft2 (or x If) Main Entry Door Door #1 30W /LF door width 3 90 Other Entry Door Door #2 20W /LF door width 3 60 Other Entry Door Door #3 20W /LF door width 3 60 Other Entry Door Door #4 20W /LF door width 3 60 Total Allowed Tradable Watts: 270 Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage forluminaire.) Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: 126 watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750 Number of Watts/ Watts Tradable Surface Fixture Description Fixtures Fixture Proposed qt 42W Compact Fouresent Wall Pack w/ Main Entry Door 1 42 42 Photocell 42W Compact Fouresent Wall Pack w/ Other Entry Door 1 42 42 Photocell 42W Compact Fouresent Wall Pack w/ Other Entry Door 1 42 42 Photocell Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: 126 watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750 Non - Tradable Surfaces Surface Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # r '0N Allowed Watts EP or x It) qt V✓ss,-r/ONAPp�r� NAR- Non - Tradable Proposed Lighting Wattage stln,­ Non - Tradable Surface Fixture Description Number of Fixtures W DF /--- Fixture NSP watts �oposed Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. Total excess Non - Tradable watts: Site Allowance Balance: 750 Exterior Lighting COMPLIES WITH SITE ALLOWANC STATE OF AS PIAN RG� E EPT OF GABOR AAI SECT/ONAPPRO� INDUSTRIES MAR 2 ZU,U AND B LD INSpco E , Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK, 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address KCDA 28x6411 DM Classroom (Addendum #12) Date 3/10/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes ,no,na) Code SectionF Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS (Section C405.2) Indicate on plans the manual control type & locations served; E0.1 & E1.0 0405.2.1.1 Manual interior Indicate of plans the 50 % lighting load reduction method Exception 2 Yes C405.2.1.2 lighting controls g g provided or identify exception taken Indicate lighting system automatic shut -off capability - identify lighting zone areas served on plans; E0.1 & E1.0 Automatic time Indicate locations of override switches on plans and the areas - -- - - -- N/A Yes 0405.2.2.1 switch controls and override switching served, include area sq. ft.; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) E1.0 Yes C405.2.2.2 Occupancy sensors t!ndicate on plans the locations served by occupancy sensors E1.0 Daylight zones - Indicate vertical fenestration primary and secondary daylight Yes C405.2.2.3 Vertical fenestration zone areas on plans, include sq. ft.; E1.0 and skylights Indicate skylight daylight zone areas on plans, include sq. ft. N/A Indicate on plans the locations served by daylight zone controls, E0.1 & E1.0 Yes 0405.2.2.3.2 Daylight zone Indicate in plans the lighting load reduction (dimming) method - - - -- controls stepped or continuous dimming E0.1 & E1.0 Specific application Indicate on plans the locations served by specific application NA C405.23 lighting controls - lighting controls General Indicate lighting control method for display and accent lighting, and display case lighting; 04052 .3 - Display and accent Indicate these fixtures are controlled independently from both --- - - - - -- - - - - NA Items 1 &2 lighting general area lighting and other I ighting applications within the same space 0405.2.3 - Hotel /motel guest Provide a lighting control device at each guest room entry for all NA Item 3 permanently installed fixtures in guest room; rooms Indicated whether lighting control is manual or automatic C405.2.3 - Supplemental task Provide automatic shut -off vacancy controls for supplemental NA Item 4 lighting task lighting, including under -shelf or under - cabinet lighting Identify eligible non - visual applications and method of lighting control; 0405.2.3 - Lighting for non - Indicate these fixtures are controlled independently from both NA Item 5 visual applications general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale C405.2.3 - Lighting equipment or demonstration; - Indicate these fixtures are controlled independently from both NA Item 6 for sale or demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W /ft2, 0405.2.3 - Means of egress indicate method of automatic shut -off during unoccupied NA Item 7 lighting periods; Identify on plans the egress fixtures that function as both normal - and emergency means of egress illumination C405.10 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 NA C405.11 lighting minutes of unoccupancy for cooler and freezer lighting fixtures - �N with lamp efficacy less than 40 l umens per watt 0 2EFT OF AN Yes C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control E0.1 & E1.0 VV CT/ONAP controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures ))'J NA C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens, or identify exception taken Identify applicable commissioning documentation requirements Section C408 igibility for A0.2 in Base Plar1N F(E CT 70 CODE �� INSP per or el exception; Provide written procedures for functional testing of all automatic Yes C408.3 Lighting system functional testing controls and describe the expected system response; A0.2 in Base Plan Identify in construction documents the party responsible for functional testing of automatic lighting controls A0.2 in Base P Ian INTERIOR LIGHTING POWER & EFFICACY Sections C405.5, C405.10, C405.11 AIDENDUSTRIFS lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address KCDA28x64IfDMP Classroom (Addendum #12) Date 3/10/2016 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability I Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Provide fixture schedule with fixture types, lamps, ballasts, and LTG -INT -SPACE rated watts per fixture; C405.5.1 Identify spaces eligible for lighting power exemption on plans C405.5.1.1 Total connected and in compliance forms; NIA Yes C405.5.1.2 interior lighting power Identify lighting equipment eligible for exemption in fixture -- 0405.5.1.3 NIA C405.5.1 .4 schedule and in compliance forms; Indicate that exem pt lighting equipment is in addition to general N/A area lighting and is controlled independently NA C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture NIA schedule (maximum 5 watts per fixture) C405.10 Cooler and freezer For fighting in walk -in coolers and freezers, and refrigerated NA C405.11 lighting warehouse coolers and freezers, provide rated lamp efficacy (in - lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Complete required compliance forms — proposed wattage per NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per - building area. Identify locations of building areas on plans Complete required compliance forms —total proposed wattage Yes C405.5.2 Space -By -Space does not exceed maximum allowed wattage. Identify locations Attached Method of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY Section C405.6 Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; LTG -EXT Total connected Identify exterior applications eligible for lighting power NIA - - - - -- Yes C405.6.2 exterior lighting exemption on plans and in compliance forms; power Indicate that exempt exterior lighting is controlled independently N/A from non -exem pt exterior lighting Yes Table Exterior fighting zone Indicate building exterior fighting zone as defined by the AHJ LTG -EXT C405.6.2(1) Exterior building For building grounds fixtures rated at greater than 100 w atts, NA C405.6.1 grounds lighting provide rated lamp efficacy (in lumens per watt) in fixture schedule Exterior lighting Complete required compliance form —proposed wattage for Yes C405.6.2 power calculations exterior lighting plus base site allowed does not exceed Attached maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency SF4TEOFWASHIN FASPLANR��E p fOFLABOR4ND OVE MAR z SUBJECT AND FIELD /NSPECr ON JOB F L/ BUILDING SYSTEMS SHEET NO OFL+ 'J 9493 Porter Road SE • PO Box 110 CALCULATED BY i rtC DATE AUMSVILLE, OREGON 97325 CHECKED BY DATE 503 - 749 -4949 • Fax 503 - 749 -4950 SCALE -PP 64.00' BUILDING WIDTH (B) = ERN JOB # 2016 -10 -2 KCDA Yelm 8.00' SHEET NO LFA -� Z OF LFA43 SEISMIC = 5194 # BUILDING SYSTEMS CALCULATED BY MCL DATE 3/9/2016 PO Box 110. 9493 Porter Rd . Aumsville, OR 97325 800.682.1422 ModernBuildingSystems.com CHECKED BY DATE SCALE SHEAR DIAPHRAGM DESIGN BUILDING INFORMATION: TRANSVERSE LOADING LONGITUDINAL_ LOADING TRANSVERSE Vrf = ROOF / 2 WALLS = Lrf = v rf = SHEAR WALL PIER LENGTHS 15.07 ' 10.00 ' 0.00 ' 0.00 ' BUILDING LENGTH (L) = 64.00' BUILDING WIDTH (B) = 27.67' SHEAR WALL PLATE HEIGHT = 8.00' ROOF OVERHANG = 1.00' SEISMIC = 5194 # SEISMIC = 5194 # (SEISMIC CONTROLS) SEISMIC ROOF = 5194 # 81 plf T 64.00' 2597 # 2597 # 29.67 ' 88 plf <150 plf (SEISMIC) OK Lwall = 25.07 ' 0.00 ' 0.00' v wall = 104 plf USE MIN 7/16" SHTG w/ 15 GA STAPLES AT 6" EDGE & 12" FIELD (UNBLOCKED) (ESR -1539, TABLE 6) UPGRADE TO 4" & 8 ". AT ROOF <21U-pt (SEISMIC) UK F USE MIN 1T/32S TG w/ 8d (J.13-) A- FIELD (BLOCKED) (E,5JI -9;- TAj3LE 8) 'EDGE & 12" Vfir = 2597 ATEOFWASHINGTONDEpT vflr = 946 If <185 If SEISMIC - OK FAS PLAN REVIEW SED1�, goRANDINDUSTRIE p p (SEISMIC) ,pD s USE MIN 19/32" SHTG w/ 8d (.113) AT 611� ! A2" FIELD (UNBLOCKED) (ESR -1539, TABLE 6) UPGRA�Yb 23/32" SHTG AT 6" & 8 ". AT FLOOR ANs eJEQI S Gpp O9ERN BUILDING SYSTEMS PO Box 110.9493 Porter Rd . Aumsville, OR 97325 800.682.1422 Modern6uilding5ystems.com JOB # 2016 -10-2 KCDA Yelm SHEET NO LFA,3 OF LFAA CALCULATED BY MCL DATE 3/9/2016 CHECKED BY DATE SCALE SHEAR DIAPHRAGM DESIGN (CON LONGITUDINAL (SEISMIC CONTROLS) SEISMIC ROOF = 5194 # 187 pif 27.67 ' T Vrf = ROOF / 2 WALLS = 2597 # 2597 # Lrf = 66.00' v rf = 39 pif SHEAR WALL PIER LENGTHS 8.00' 5.50' Lwall = 27.00' 5.50 ' 8.00' 1111V .111 k%-./A-3L J) pcialvllt..] V1\ USE MIN 7/16" SHTG w/ 15 GA STAPLES AT 6" EDGE & 12" FIELD (UNBLOCKED) (ESR -1539, TABLE 6) UPGRADE TO 4" & 8 ". AT ROOF 0.00 ' 0.0o' v wall = 96 pif <-2-IQ-pif (SEISMIC) OK "- JUSE MIN 19%3-2'' =SH_ G w/ 8d (.113) AT 6" EDGE & 12" FIELD (BLOCKED) (ES11- 1539;'"(ABLE 8) Vfir = 2597 # Lfir = 64.00' vflr = 41 plf <140 pif (CASE 3) (SEISMIC) - OK USE MIN 19/32" SHTG w/ 8d (.113) AT 6" EDGE & 12" FIELD (UNBLOCKED) (ESR -1539, TABL�,�) UPGRADE TO 23/32" SHTG AT 6" & 8 ". AT FLOOR FASP, jEVEWS. LA &,. INDUS ES 1 i Zul SUBJECT AND FIE(p �NSPECTIpN gTATg O� O ,A Oy STATE OF WASHINGTON - Department of Labor and Industries FACTORY ASSEMBLED STRUCTURES P.O. Box 44430, Olympia, Washington 98504 -4430 Web Site www.ini.wa.gov /tradeslicensing /factory assembled structures/ 21- Mar -16 To- City of Yelm 105 Yelm Avenue W Yelm, WA 98597 Gary Carlson Re: Modular Building Site location: 1315 Yelm Ave Yelm, WA 98597 This letter is to inform your department of a modular building being shipped to the address above. Enclosed is a copy of the Department of Labor and Industries, Factory Assembled Structures Section approved plans for your use. Attached is a list of items that will require review, inspection and approval by City of Yelm. MODERN BLDG SYSTEMS is the manufacturer, they may be contacted at 503- 749 -4949. The Department of Labor and Industries, Factory Assembled Structures Section has informed the manufacturer that permits, review and inspection of on site construction, conditions and completion of the building will be required by the City of Yelm. If you have any questions or concerns please feel free to contact me. Craig Sedlacek Plans Examiner WA State Dept of Labor & Industries (360) 902 -5218 Sedc235 @lni.wa.gov O MCMU UM BY- --------------- - - - -- _46 Department of Labor and Industries t !�' Oluon 4.F. Factory Assembled Structures N TO LOCAL ENFORCEMENT AGENCY Date 311012016 M 93 he site Mfg Modern Building Systems, Inc. 1 Nffgr's serial no. 1 no. 2016-10-2 =a I TvDe of construction 10ccunancv I ETA at site V8 I E Thurston 503-74.9-4949 County COMPLETION WORK AT THE SITE ELECTRICAL DEPARTMENT www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA ............................. ; ...................... ....... .......... ...... ......... ­ ..... ......... ..... ..................... I .............................. .................... .. .......... ... ......... ..................... ............ .. ............ ................................. .......... I ................................... I ............ ........................... . . ........... ..... ........ .......... ................... ... ............. I ........... ....... . . .. .. .. .......... .............. . ............. .................... ­ ........................ .............. .. .... ............... .... ...................... . . .............. . ...... . ............. . . ...................... ... . . ........... ........... .. ............... .... . . .. ... . ............ . ........ ......................................... ............... ............ . .. ........ . ............ . ............ .. .................. .. .............. ter,. ....................... I .................................. ...... ..... . ........ . ... ......................... . . ................................ ................................... ............ I ............ ............ . . .......... ................................. .. ............................................................... . ...... ..... .......... . . ...... ................... .. ............ .... . .................... ....................... .. .................. I .......... .......... ..... ............. .. .. ... ........ .. .. ... ................... ...................... ............ ......... . ................................. . ................. .. ........................ . .. . ..... .. ... .. . .......... .............................. ........... . . ....................... ................ ELECTRICAL: 1) Connect to site power and completion of marriage line cross- overs. 2) Review, inspection and approval of fire alarm system. Manufa_cture?s name (print/type) Modern Building S�etns, Inc. Date M u acturer's si afore 311012016 White - Olympia office Green - Electrical section Canary - Inspector Pink - Building department Goldenrod - Customer PO Box 44430 NOTIEFICATIO Olympia WA 98504-4430 www.wa.govAni/FAS/ (case sensitive) The Factory-Built unit identified below requires completion work at as specified. Owner's name Yelin School District T­Wl.ti— -M- 1315 Yelin A VE YRM OR 97455 Installation site is in: M city LJ DESCRIBE ITEMS REQUIRING BUILDING DEPARTMENT www.wabo.org/ INSERT NAME AND ADDRESS IN SHADED AREA .... . .. .................... ... . ...... ................. ...................................... ...... . ........ ..... . ....... .. .... .................................. 11 .............. ........ . . . ............ . .... .............. ............................................ ....................... ... . .... .. ... ... .... ............ . .......... I .............. I .............. .. ....... . . ....... .. ............. ................ .......................... ............ I ...... . .. ....... . . ........ . . . .. ... ............. I ............... .............. I .................. ......... .... . ...... . ..... ....... . ........ .. . I ............. ............... ............... ........ . ..... .... .. .... ........... . ................ .............................................. ........... ........... .. . . . ...... AfM.":6 .......... ................ ........................ ................. ..................... ..... ...... STRUCTURAL: 1) 518" Dia. Threaded Rods with nuts and washers - 2'-0" from ends and 6'-0" O.C. at marriage line floor rims. Detail 4/S4.3 on Base Plan 2) (6) 5/8" Dia. Threaded Rods with nuts and washers - F-0" from ends and center column and equally spaced at roof beams. Detail 3/S4.3 on Base Plan FINISH: 1) Normal module close-up at interior walls and floor. 2) Completion of ceiling installation. Detail 3/A5.0 on Base Plan 3) Completion of exterior wall finish at marriage lines. 4) Installtion of roof ridge vent. Detail 3/S4.3 on Base Plan PLUMBING: 1) Verify plumbing fixtures required by 2012 UPC and not provided in this building are available in an adjacent building. Inspector's name (print/type) Phone: (8 am to 5 pm) Office location For Dept. Redd File By Use ONLY I I I F623-013-000 (PDF) notification to local enforcement agency 11-00 61a Department ofLabor and Industries Factory Assembled Structures .... ["'.. . PO Box 44430 NOTIFICATION TO LOCAL ENFORCEMENT AGENCY Olympia WA 98504 -4430 1 Date www.wa.govMi/FAS/ 311012016 M 93 (case sensitive) The Factory-Built unit identified below requires completion work at the site Mfg as specified. Modern Building Systems, Inc. Owner's name Mfgr's serial no. Dept. serial no. Yelm School District 2016 -10 -3 1315 Yelm A VE VB I E YELM ELECTRICAL. OR 97455 Thurston I 503 - 749 -4949 Installation site is in: . City LJ County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE STRUCTURAL: ELECTRICAL. 1) 5/8" Dia. Threaded Rods with nuts and washers - 2' -0" from ends and 6' -0" O.C. at marriage line floor rims. Detail 4/S4.3 on Base Plan 1) Connect to site power and completion of marriage line cross - overs. 2) (6) 5/8" Dia. Threaded Rods with nuts and washers - F -0" from ends and center column and equally spaced at roof beams. Detail 3/S4.3 on Base Plan 2) Review, inspection and approval of fire alarm system. FINISH: -1) Normal module close -up at interior walls and floor. 2) Completion of ceiling installation. Detail 3/A5.0 on Base Plan 3) Completion of exterior wall finish at marriage lines. 4) Installtion of roof ridge vent. Detail 3/S4.3 on Base Plan PLUMBING: 1) Verify plumbing fixtures required by 2012 UPC and not provided in this building are available in an adjacent building. 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