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2021.0196.BP0009 2021-01-20 - 100% Restroom Plans (for bidding) (Ph 1 Const) - Cochrane Park Rehabz 0 N 0 N N N is 0 n 0 E 0 0 0 0 N c,0 N Q o_ 0 0 0 0 N 0 / Nrn M G iz i 12-03-20 UPDATE 0 D N DATEEV# N i ■ D D 0Q C O❑V(@C 9 9 0 C Oo�C� C(Mmp-D8[MC8 D Applicable Codes: WASHINGTON: 2015 International Building Code with WA Amendments 2015 Uniform Plumbing Code by IAPMO with WA Amendments 2017 National Electrical Code (NEC) with WA Amendments 2009 ICC A117.1 Accessibility Standard 2015 Washington State Energy Code Type of Construction: VB Description: ............................... _ _ .Park Restroom Occupancy: B Floor Area: ............:.......................165 -square feet Gross Wall Area:................................295 -square feet Climate Zone: ..................................... 4c (Thurston County) Blazer Job Number: _ .............. ..... 19764 PRC Project Number: _ ... _ _ ... 10838 0 no UHIM La • The structural design details- herein are specific to the building size and module configuration shown on the floor plan of these drawings. • Location of this building shall meet required property code set backs per local jurisdiction. ov • This building has no heating or cooling. Local jurisdiction to verify acceptability of no insulation Qroo - (7;� nn r in the Roof, Walls or Floor. UUTMQ [M • ADA Accessibility to this structure shall be in conformance with local code including all pathways, ramps and paths of travel for parking to building Certified Manufacturer: Project Owner: • Soil bearing requirement is 1500 psf, subGRADE Compaction at 90%. BLAZER INDUSTRIES, Inc. City of YeIrn • Building plumbing system is based upon full flow existing :water service. Loss of required flow PO Box 489 901 Rhoton Rd. rate of 10 gpm or pressure below 35 psi may necessitate an intermediate well tank and check Aumsville, OR 97326 Yelm, WA 98697 valve in line. Contact: Jamie Hopes Contact: Patrick , Hu hes P.E. Hughes, • Site installation details are noted on sheets A-2 for weatherization finish, P-1 for Plumbing Phone: (503) 749-1900 Title: Public Works Program & Projects Manager connections and E-1 for electrical connections. SITE INSTALLATION PROCEDURE Fax: 503 749-3969 Phone 360 4 INCLUDES BUT NOT LIMITED TO. Service Hookups (Electrical & Plumbing connections). ( ) ( ) 58-8499 E-mail: james@blazerind.com Email: patrickh@yelmwa.gov Designer / Dealer: Project Engineer: PUBLIC RESTROOM COMPANY Skillings Inc. o 0 ❑ ° 2587 Business Parkway 5016 Lacey Blvd. SE 1. Foundation plan review and inspection. Minden, NV 89423 Lacey, WA 98503 Contact: Chad Kaufman Contact: Aaron Wu 2. Air barrier test where required by the state. Title: Design Engineer Phone: (888) 888-2060 9 9 3. An accessible route shall be provided to the building area as required in 2015 IBC section 1104. Fax: (888)" 888-1448 Phone: (360) 455-3143 4. Electrical connection to service. Email;Chad@publicrestr �company,com Email: awu@skilliLngs.com 5. On site electrical service grounding, electrode system and bonding. www.publicrestroomcompany.com 6.Re uired arc flash labeling per NEC l 10.16 q g 7. Available fault current field markings per NEC 110.24. 8. Plumbing connection to service. 9. Installation of heat tape. 10. Water heater pressure relief valve and/or drain pan disposal terminates at building exterior, when required. 11. Site installed gutters & downspouts or roof drains as applicable. 13 IM 0 a o T-1 Title Sheet. AC Accessibility Compliance. A-1 Floor Plan., Structural Design, Door Schedule. A-1.1 Sections, Roof Framing Plan. A-2 Exterior Elevations, Exterior Finish Schedule. A-3 Interior Elevations, Interior Finish & Accessories Schedules. A-4 Details, Fastening Schedule. A-5 Cap Beam Plan & Details. P-1 Plumbing Plan & Information. E-1 Electrical Plan & Information. S-1 Slab Plan, Foundation Pian. v 0 0 0 Roof ............. a ra ............ psf A)�(tloe'f'Rj C"Oje_ Wind ............................ 120 mph Exposure "C" (VULT) Floor ............................. Engineered Mat Slab Seismic ........................ SITE CLASS D, SDs = 1.030, SD1 = 0.476 Risk Category II Minimum allowable soil pressure 1,500 psf Red line: The structure shall meet the required fire resistance separation rating for exterior walls as defined in the 2015 & 2018 IBC, Table 602. COPYRIGHT 2 2 BLAZER R : .NJP ® G 0 ti, LAZE INDUSTRIES, INC. AND Puguc RESTROOM �� PROJECT NAME LOCATION. COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC _ ■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Cochrane Memorial _ e oval Park ® INDUSTRIES, INC BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY ®® a►® P.O. BOX 489 www.blazerind.corn AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. Yel m WA REVISION BY DATE REV# REV1510N BY ■® 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 j Fax: 888-888-1448 STM OF WASHNGTON DM OFLABOR AND MUSTR= Foundation not reviewed by L&I FAS FAS PLAN REVIEW S Oaf APPROVED except for the loads transfered to the DEC 2 12020 foundation system SUBJECT To CODEOf _ _ LABORa N u � � ` i�DsP€ toy k A DEC3 � z 0 COM SL`"3 i '=`n.d y f 34%° `''.. ,^i �,�' °:^e �;.,'a""$ 9. �, �...-,.s f _ ,* .,z.,., a } � 7 - a,F, 9, Ja_R # 1. €... ('333��q `' 'SR A i s Y OG o� Wa sI Tl IC g T ._ f yy _ - UP CTL deli g $t^' .�'b M t 3. @ � �V RSJ �' Rj"JI INCLUDIM ;ON A'TE: 7- . �0� �� 35006 'C"� wW SSS GISTER��ti� toNX SHEET TITLE: TITLE SHEET Approved for Const: File Copy: Drawn By: Issue Date: NJP 12-03-20 Job No: 19764 -1 0 N 0 (N U 0 0 Q P-00 CD C) 0 (-D -74- (.D r-- 0-) 0 0 C- 0 k C- C) 0 Q0 r-- 0-) D C: 0 0 -4— U11 Q) 0 CD 0 NI 0 ry NOTE: SPACE BETWEEN GRAB BAR AND WALL TO BE 1 1/2" CLEAR. GRAB BAR DIAMETER TO BE 1 1/4" to 1 1/2". i i u CODE SUMMARY HEIGHT AFF LOC PUBLIC- RESTROOM COMPANY STANDARDS GRAB BARS 33" MIN. 36" MAX. TO TOP 33" AFF. TO CENTER CENTER OF TOILET FROM WALL 16" MIN. J 18" MAX., 17 I/X- TO CENTER TOILET/SEAT 17" MIN. i 19" MAX. 18" TO TOP OF SEAT TOILET FLUSH VALVE 44" MAX., MOUNTED ON OPEN SIDE CENTERLINES TO BE 28" AFF AND 10" FROM CENTER OF WC TP DISPENSER BOTTOM OF TP OUTLET TO BE 18" MIN. AFF TOP OF TP OUTLET TO BE 48" MAX. AFF TP OUTLET OF FURTHEST ROLL TO BE 24" TO 42" 'FROM BACK WALL. 34" NOM. FROM BACKWALL TOCENTERLINEOF FRONT ROLL AND 30" TO TOP NOTE: SPACE BETWEEN GRAB BAR AND WALL TO BE 1 1/2" CLEAR. GRAB BAR DIAMETER TO BE 1 1/4" to 1 1/2". i i u SIGN CENTERED NOTES: DOOR SIGNAGE IN CLEAR FLOOR SPACE 1. NO FIXTURES IN THIS VIEW PROTRUDE MORE THAN 4 2. ALL ACCESSIBLE FIXTURES/ACCESSORIES SHALL BE MOUNTED 18" x 18" W/ CODE COMPLIANT FORWARD AND/OR SIDE REACH RANGES CLEAR FLOOR SPACE (CAN UVr—KLAr UUUK UFMINL3 NOTE: D.F. ACTIVATOR TO BE WITHIN 6" OF FRONT EDGE OF D.F.-A 9 TA -1 E ON PUSH SIDE OF DOOR IF DEPT OF TD rNDUS-rR-,p_q LABORAN LIMITED WALL SPACE) FAS Pff-,6,N -,[E w S EC7, 0 NT APPROVED -�Er 4 -DRINKING FOUNTAIN. 2015 IBC 1013.4' 5 -ACCESSORIES MOUNTING HEIGHT: 2015 IBC 1013A' I 2 (D 6 -RESTROOM SIGNS AT DOORS & GATES: 2015 IBC 1013. -Ell SUBW C7 TO C�ODB jf COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM H+l 1: 11 i -1 T; 1: � 7- 77 iffl Mi M! I r L PUBLIC PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER I * * Job No: 764 ROOM -.a-fft- 0 -1010 11 �81 --1m �-, FJob I RESTROOM - - F BLAZER ....... L NOT INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM A& T S Cochrane Memorial Park ACCESSIBILITY File Copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY INDUSTRIES, INC. �UST I S AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. AWA& P.O. BOX 489 www.blazerind.corn Yelm, WA Drawn By:NJP DATA REV1510N BY DAT �Pl BY ME 945 Olney St. N Aurnsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 ■Fax: 888-888-1448 f- FFV#7 13Y EV# REV15ION Issue Date: 11-09-20 CODE SUMMARY HEIGHT AFF/LOC PUBLIC RESTROOM COMPANY STANDARDS RIM HEIGHT (TOP OF LAV) 34" MAX 33" PREFERRED BUT MUST HAVE MIN. 29" KNEE SPACE HEIGHT OF KNEE SPACE 29" MIN. AT FRONT APRON 27" MIN, AT 8" IN FROM FRONT PER CODE FRONT LAV TO TRAP 8" MIN PER CODE TOE SPACE UNDER TRAP 9" MIN PER CODE CONTROLS DECK MT AT 34" MAX 33" PREFFERED CLEAR SPACE A 30" x 48" PER CODE SIGN CENTERED NOTES: DOOR SIGNAGE IN CLEAR FLOOR SPACE 1. NO FIXTURES IN THIS VIEW PROTRUDE MORE THAN 4 2. ALL ACCESSIBLE FIXTURES/ACCESSORIES SHALL BE MOUNTED 18" x 18" W/ CODE COMPLIANT FORWARD AND/OR SIDE REACH RANGES CLEAR FLOOR SPACE (CAN UVr—KLAr UUUK UFMINL3 NOTE: D.F. ACTIVATOR TO BE WITHIN 6" OF FRONT EDGE OF D.F.-A 9 TA -1 E ON PUSH SIDE OF DOOR IF DEPT OF TD rNDUS-rR-,p_q LABORAN LIMITED WALL SPACE) FAS Pff-,6,N -,[E w S EC7, 0 NT APPROVED -�Er 4 -DRINKING FOUNTAIN. 2015 IBC 1013.4' 5 -ACCESSORIES MOUNTING HEIGHT: 2015 IBC 1013A' I 2 (D 6 -RESTROOM SIGNS AT DOORS & GATES: 2015 IBC 1013. -Ell SUBW C7 TO C�ODB jf COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM H+l 1: 11 i -1 T; 1: � 7- 77 iffl Mi M! I r L PUBLIC PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER I * * Job No: 764 ROOM -.a-fft- 0 -1010 11 �81 --1m �-, FJob I RESTROOM - - F BLAZER ....... L NOT INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM A& T S Cochrane Memorial Park ACCESSIBILITY File Copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY INDUSTRIES, INC. �UST I S AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. AWA& P.O. BOX 489 www.blazerind.corn Yelm, WA Drawn By:NJP DATA REV1510N BY DAT �Pl BY ME 945 Olney St. N Aurnsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 ■Fax: 888-888-1448 f- FFV#7 13Y EV# REV15ION Issue Date: 11-09-20 GRAB BAR MUST BE ABLE TO SUPPORT 250 lb POINT LOAD AND NOT ROTATE WITHIN THE FITTINGS. TOP OF BUBBLER OUTLET 36" MAX KNEE CLEARANCE 27" MIN TOE CLEARANCE 9" MIN APPROACH 1 -TOILET DESIGN CRITERIA: 2015 IBC 10114 2 -LAVATORY DESIGN CRITERIA: 2015 IBC 1013.4 3 -NOT USED oz CZ LU 18" MIN. OD 'nu U) 10 -------------- 91, e MAX. 9" MAX. REQUIRED 30" x 48" 1 s, EQUIPMENT Ln (n CLEAR SPACE L PERMITTED IN SHADED AREA j: LU b LU 0 b i V) w LU 1911 MAX. f \ < b 0 U _ wo < 0 < 2i co fo- 0 0 2 LU D U z z U ca 0, 5� CD z 1 -Z 00 ADA/BRAILLE EXIT SIGN 00 00 00 co M 0 i�l LU Uj " LL: U- < U- < LL: bo U- < uQ] z < < COAT HOOK fn z BABY CHANGING HAND DRYERS STATION ADA/BRAILLE SIGN 2i Uj U, U, 108" 4 MIN. t- r FINISHED FLOOR INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) —4 ?r 6" MAX. EXIT SIGN TACTILE SIGN: RAISED CHARACTERS/BRAILLE 9 SIGN CENTERED NOTES: DOOR SIGNAGE IN CLEAR FLOOR SPACE 1. NO FIXTURES IN THIS VIEW PROTRUDE MORE THAN 4 2. ALL ACCESSIBLE FIXTURES/ACCESSORIES SHALL BE MOUNTED 18" x 18" W/ CODE COMPLIANT FORWARD AND/OR SIDE REACH RANGES CLEAR FLOOR SPACE (CAN UVr—KLAr UUUK UFMINL3 NOTE: D.F. ACTIVATOR TO BE WITHIN 6" OF FRONT EDGE OF D.F.-A 9 TA -1 E ON PUSH SIDE OF DOOR IF DEPT OF TD rNDUS-rR-,p_q LABORAN LIMITED WALL SPACE) FAS Pff-,6,N -,[E w S EC7, 0 NT APPROVED -�Er 4 -DRINKING FOUNTAIN. 2015 IBC 1013.4' 5 -ACCESSORIES MOUNTING HEIGHT: 2015 IBC 1013A' I 2 (D 6 -RESTROOM SIGNS AT DOORS & GATES: 2015 IBC 1013. -Ell SUBW C7 TO C�ODB jf COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM H+l 1: 11 i -1 T; 1: � 7- 77 iffl Mi M! I r L PUBLIC PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER I * * Job No: 764 ROOM -.a-fft- 0 -1010 11 �81 --1m �-, FJob I RESTROOM - - F BLAZER ....... L NOT INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM A& T S Cochrane Memorial Park ACCESSIBILITY File Copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY INDUSTRIES, INC. �UST I S AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. AWA& P.O. BOX 489 www.blazerind.corn Yelm, WA Drawn By:NJP DATA REV1510N BY DAT �Pl BY ME 945 Olney St. N Aurnsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 ■Fax: 888-888-1448 f- FFV#7 13Y EV# REV15ION Issue Date: 11-09-20 CODE SUMMARY HEIGHT AFF/LOC TOP OF BUBBLER OUTLET 36" MAX KNEE CLEARANCE 27" MIN TOE CLEARANCE 9" MIN APPROACH 30" X 4811 SIGN CENTERED NOTES: DOOR SIGNAGE IN CLEAR FLOOR SPACE 1. NO FIXTURES IN THIS VIEW PROTRUDE MORE THAN 4 2. ALL ACCESSIBLE FIXTURES/ACCESSORIES SHALL BE MOUNTED 18" x 18" W/ CODE COMPLIANT FORWARD AND/OR SIDE REACH RANGES CLEAR FLOOR SPACE (CAN UVr—KLAr UUUK UFMINL3 NOTE: D.F. ACTIVATOR TO BE WITHIN 6" OF FRONT EDGE OF D.F.-A 9 TA -1 E ON PUSH SIDE OF DOOR IF DEPT OF TD rNDUS-rR-,p_q LABORAN LIMITED WALL SPACE) FAS Pff-,6,N -,[E w S EC7, 0 NT APPROVED -�Er 4 -DRINKING FOUNTAIN. 2015 IBC 1013.4' 5 -ACCESSORIES MOUNTING HEIGHT: 2015 IBC 1013A' I 2 (D 6 -RESTROOM SIGNS AT DOORS & GATES: 2015 IBC 1013. -Ell SUBW C7 TO C�ODB jf COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM H+l 1: 11 i -1 T; 1: � 7- 77 iffl Mi M! I r L PUBLIC PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER I * * Job No: 764 ROOM -.a-fft- 0 -1010 11 �81 --1m �-, FJob I RESTROOM - - F BLAZER ....... L NOT INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM A& T S Cochrane Memorial Park ACCESSIBILITY File Copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY INDUSTRIES, INC. �UST I S AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. AWA& P.O. BOX 489 www.blazerind.corn Yelm, WA Drawn By:NJP DATA REV1510N BY DAT �Pl BY ME 945 Olney St. N Aurnsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 ■Fax: 888-888-1448 f- FFV#7 13Y EV# REV15ION Issue Date: 11-09-20 DOOR, FRAME & HARD WARE SCHEDULE STATEMENT OF SPECIAL INSPECTIONS _ —ALL DOORS OPERABLE. THE MATERIALS, SYSTEMS, COMPONENTS AND YORK REQUIRED TO HAVE SPECIAL INSPECTIONS ARELISTED IN THE TABLES BELOW AS WELL AS.THE' TYPE AND EXTENT AND FREQUENCY. INSPECTIONS WILL BE i & 2 3 4 50 5b 5c 5d 6 COMPLETED BY THE ENGINEER OF RECORD OR CARLS DOOR ROOM ON TESTING. PULL NO. NAME QTY SIZE TYPE HINGE LOCK CLOSER PLATE - THR ESH SWEEP NOTES NO SPECIAL INSPECTIONS ARE REQUIRED' FOR SEISMIC OR WIND RESISTANCE. (D ADA RR 2 Y x 7' HM CONT B6603 YES BOTH SIDES NO NO 6a MECH. 1 Y x 7' HM CONT B660J NO BOTHi S DES 270A 321SSN 6b,c NOTES: NOTE; DOOR HARDWARE SHALL BE COMPLIANT WITH ICC A117,1-2009 SECTION 404,2.6 1. DOOR TYPES: a) HM: GALVANIZED HOLLOW METAL, 14 ga. DOOR w/ 14 ga. FRAME. (U -FACTOR: 0.37) 2. ALL H.M. DOOR FRAMES: a) WELDED. b) 4%" WIDE OVERALL. c) 4" MASONRY HEADERS. 3. HINGE SPECS: a) CONT: PEMKO KCFM-83" HD CONTINUOUS GEAR HINGE. 4 LOCKS: a) DEADBOLT: SCHLAGE B SERIES 626 w/ TEMPORARY CONSTRUCTION FULL SIZE INTERCHANGEABLE CORE (FSIC) ADA RR 41 ADA RR #2 MECH 1) B6603 - KEY ONE SIDE, ADA TURN LEVER LOCKS AND UNLOCKS. O O 5. HARDWARE SPECS: a) CLOSERS: LCN 4211 CUSH FOR OUT -SWING DOOR b) PULL PLATE: ROCKWOOD..VRT24C US32Dx91 CFC US32DMS w/ ANTIMICROBIAL HANDLES AND LATCH GUARD. c) THRESH: PEMKO #270A (FOR NON -TILE FLOORS). d) SWEEP: PEMKO 321SSN. 6. OTHER: a) SECURITRON SYSTEMS SAM. b) WEATHER STRIP - PEMKO 303-S. c) PROVIDE DOOR CHECK CHAIN (IVES CS 115-20). STRUCTURAL DESIGN °-SEE SHEET A-2 & A-3 FOR INTERIOR AND EXTERIOR FINISHES~ COMPONENT GENERIC DESCRIPTION SPECIFIC MATERIAL LIST NOTES FOUNDATION / FLOOR DECK: CONCRETE SLAB #1 PERIMETER FRAMEWORK STRUCTURAL STEEL L6x6x5/16 (ASTM A36) - ._ ...-.. — _ ------------------------___-- — -- - — REINFORCEMENT REBAR MAT DESIGN #4 MIN. ASTM GRADE 60 _...... CONCRETE (LIGHT WEIGHT) 8" MAT DESIGN CUSTOM 4000 psi. (DESIGN BASIS IS 2500 psi.) WITH INTEGRAL 20'4" [248°'] SLAB OVERALL ADDITIVES FOR MOISTURE, STAINING, &CORROSION RESISTANCE 81-411[10011] 40" 8'4" [100"] r_ WALLS: 4a FRAMING (EXT): 411 TO 7'-4r, A CMU BLOCK 4" PRECISION CONCRETE BLOCK PG A-2 ------- ---- -- ---- -.X/ A----.-.—._ ALCOVE TO 71-411 CMU .BLOCK 4" PRECISION CONCRETE BLOCK PG A-2 .-------------- CAP _--__ _ ..______-.__---.---.____�._ . -----------___--- _ —_ CAP BEAM STEEL HSS6x4x1/8 (ASTMA500GRADE C) ,� ABOVE T-4" OR CAP BEAM 2x3 WOOD 2x3 DF STUDS @ 16"oe.; 2x3 PT BOTTOM PLATE - ___ _ _ __ -- ... _ _ _-- -- --- __ - ----- ---_-_ ---- -- -- - -- - __-- ---- ----------..._---_ _ --- ---- _ /� BABY CHANGING ------------ ......_._............. ___�....:......................_.... _.:.. .........................0.. ........._ STATION (TYP. OF 2) .......................... FRAMING - G INT): -_. A11 O _ A \... i TO T-4" CMU BLOCK 4 PRECISION CONCRETE BLOCK - � A11 CAP BEAM STEEL HSS6x4x1/8" (ASTM A500 GRADE C) MECH. ROOM I uj ABOVE 7'-4" OR CAP BEAM 2x3 WOOD 2x3 DF STUDS @ 16"oc.; 2x3 PT BOTTOM PLATE _ -- - - -- ;, t SHEATHING (ABOVE CAP BEAM) ._....__ ___.... 6 -811[80111 _ a ,} ---_----- -------- 6 8 [ _......._...._.__ ._..._ .. - - - -.._ _.. _.. ------.-....---..._.. ___ ----- _----------- _ I�n F I ALL FRAMED WALLS (BOTH SIDES) 7116 OSB 7/16 APA RATED SHEATHING #2 0 -- ------..-.._..---- ---- - _--- --- ---- - -- -... -- - - ------ - ...- - - > _ m F. Dt m .D. f ROOF: `; ADARR #1 ! _zo A 4 ADARR #2 I RAFTERS 2x6 WOOD RAFTERS 2x6 DF #2 W-T'ERS @ 24" oc. oo - _.. .... _._.........-----------_ _.... ----._.._.. - _ -- -- -- _- -- ---------- _ --- ----- - CD SHEATHING (TOP OF RAFTER) 5/8" PLYWOOD 19/32 APA RATED (40/20) --v- -- -- ------ =�' \ \00 00 :.- . \ \ SHEATHING (BOTTOM OF RAFTER) 5/8 OSB 19/32 APA RATED (40/20) #3 0 _._-_— _._ — ----- ----_ H.C. �� RIDGEBEAM GLULAM 3 1/2�� x 7 1/2" 24F -V4 --- --- - - _ ---- _ — — --- ....._..._.. -- ---...._ ..-._._-........__..__.. FASCIASTEEL 16 ga. FORMED STEEL ® ® Lr- �- 1' ko 0 NOTES: 1. COAT WITH ADDITIVE FOR URINE AND MOISTURE RESISTANCE.14- 2. PAINT WALL SHEATHING FOR MOISTURE PROTECTION (ONE SIDE). 40 40" 6-011 [72"] 40" 40„ 4�= 3. SEE INTERIOR FINISH SCHEDULE FOR FINISHED CEILING CALLOUT. 40 4 20'4" [248"] BUILDING OVERALL _ I M REQUIRED VERIFICATION & INSPECTION OF MASONRY CONSTRUCTION INSPECTION TASK INSPECTION TASK FREQUENCY 1. VERIFY COMPLIANCE WITH. THE APPROVED SUBMITTALS CONTINUOUS PERIODICX 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE (NOTE: INSTALL IN ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS) FOLLOWING ARE IN COMPLIANCE: a. PROPORTIONS OF SITE -PREPARED MORTAR X b. CONSTRUCTION OF MORTAR JOINTS X c. LOCATION OF REINFORCEMENT X 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. GROUT SPACE X b. PLACEMENT OF REINFORCEMENT AND CONNECTORS X c. CONSTRUCTION OF MORTAR JOINTS X 4. VERIFY DURING CONSTRUCTION: a. SIZE AND LOCATION OF STRUCTURAL -ELEMENTS X b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION X c. WELDING OF REINFORCEMENT X REQUIRED VERIFICATION & INSPECTION OF CONCRETE CONSTRUCTION INSPECTION TASK FREQUENCY 1. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS: CONTINUOUS PERIODIC X (NOTE: INSTALL IN ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS) l BUILDING LAYOUT NOTES: 1. SLAB SIZE IS SLIGHTLY LARGER THAN BUILDING SIZE, 2. BUILDING SIZE IS DETERMINED BY INTERIOR DIMENSIONS OF THE RESTROOMS. DIMENSIONS ARE FACE OF BLOCK TO FACE OF BLOCK OR FACE OF OSB. FLO,OR PLAN 3. START LAYOUT BY MEASURING 4" IN FROM EDGE OF SLAB (AFTER VERIFYING SLAB 1/2" = 1'-0" IS CORRECT). THIS WILL BE THE INSIDE FACE OF THE EXTERIOR BLOCK WALLS. COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC & LOCATION: INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM ._ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMRANY Cochrane Memorial Par INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES - ®� P.O.BOX489 www.blazerind.com Building Better Places To Go. DATE REV# REVISION BY DATE REV# REVISION BY ® 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 Fax: 888-888-1448 YeI M LWA r0j LA Mp`, tg SC)' ., OV 0 SHEET TITLE: arouec€ .- FLOOR PLAN & DOOR File Copy: & DESIGN SCHEDULES Drawn By: Issue Date: r -w slit O� O WA s Ilk' � r cisooE'�� wkr� VSs G1 0NAL Job No: 19764 NJP 11-06-20 N 0 0 c) J 0 U 0) LL 0 V l�nn V/ 0 E 0 0 QD J 0 0 22'-0„ [264"] ROOF OVERALL 2 A-4 ®+ YY :61 jfi 115 2x6 RAFTERS WITH 5V8„��3/,. GOOF SHEATHING, BOTH SIDES .y r- `T3,,/, J'A/'1INGOV 4 �, ♦ �.. ` G`Ty y A-4 LU 1 12 4 Q fi S ... - A-4 i ' �–� . 2x6 RAFTER (OFF LAYOUT, z LOAD BEARING WALLS OVER WALL) MR IMIR ON i 0 1 2x3 WOOD STUDS @ 16110C.'- OM PLATE - 4J12 SLOPE 4/12 SLOPE j N 2x6 RIM V8" SHEATHING 2x6 RAFTER (OFF LAYOUT, OVER WALL) 2x6 RAFTERS @ 24"oc. CAP BEAM 00 PRECISION BLOCK opo �- NOM. 8" ROOF N 2x6 RIM WOOD TRUSS 5 A-4 2x6 RAFTER (OFF LAYOUT, ADARR #1 MECH. ROOM ADARR #2 OVER TRUSS) � 1 161 — I 4„ � ® MR, „ 11 13,_8„ [164"] 3 6 -8 [so ] A-4 20'-8" [248"] SLAB OVERALL SECTION ROOF F MING PLAN 1/211 . 1'-011 - - 1/41t 11-011 A B � 11'-10" [142"] ROOF OVERALL 24" 24"oc, s sl 8Y21, RIM SRI* MIS 10M IMIN RIM 1=10 MR! RIM —1 MR. I' 2x6 RAFTERS WITH jell 63/4t1 SHEATHING BOTH SIDES i 6" WOOD TRUSS 1 l { 2x3 WOOD STUDS @ 16"oc. f 1 W/ 2x3 P.T. BOTTOM PLATE I 1 4 ARM♦ MON RIM wom nows was .v 5 A_4 A_4 w z CR r --i ALL WALLS CMU 00 PRECISION BLOCK °�° STEEL COLUMN RIM 1 1 ADARR #1 # 12 ® 2% 411 36" 3 4 T-4" [88"] G�Z,. � A_WAS T 10'-8" [128"] SLAB OVERALL 0 0� HI � OF . G' TA oa0xe `�uSi• FAS nLANVfF_'<; s¢ ON ECT.10N B 35006 IS TSR s j®NAL 1/21t ` 11-011 JECT - oME LD INSPEC COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 197fi4 COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOiv! Cochrane` MemorialPark SECT File Copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. P.O. Yelm W CCF FRAMING PLAN Drawn By: NJP OX 489 www.blazerind.com Sf OR .PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 j Fax: 888--888-1448 DATE REV# REV(5ION 13Y DATE V# REV15ION B`( 945 Olney St. -® Aumsville, OR 97325-0489 Issue Date: 11-06-20 N Wro 1 7 ! I ;t N W #► O in z w/ 2x3 P.T. BOTT Uj MR _ 100, NOR 1 ,� 0 `; 0 U rn n co` ,-� - C) a o H 00 Ln `° ~ ALL WALLS CMU N 2x6 RIM V8" SHEATHING 2x6 RAFTER (OFF LAYOUT, OVER WALL) 2x6 RAFTERS @ 24"oc. CAP BEAM 00 PRECISION BLOCK opo �- NOM. 8" ROOF N 2x6 RIM WOOD TRUSS 5 A-4 2x6 RAFTER (OFF LAYOUT, ADARR #1 MECH. ROOM ADARR #2 OVER TRUSS) � 1 161 — I 4„ � ® MR, „ 11 13,_8„ [164"] 3 6 -8 [so ] A-4 20'-8" [248"] SLAB OVERALL SECTION ROOF F MING PLAN 1/211 . 1'-011 - - 1/41t 11-011 A B � 11'-10" [142"] ROOF OVERALL 24" 24"oc, s sl 8Y21, RIM SRI* MIS 10M IMIN RIM 1=10 MR! RIM —1 MR. I' 2x6 RAFTERS WITH jell 63/4t1 SHEATHING BOTH SIDES i 6" WOOD TRUSS 1 l { 2x3 WOOD STUDS @ 16"oc. f 1 W/ 2x3 P.T. BOTTOM PLATE I 1 4 ARM♦ MON RIM wom nows was .v 5 A_4 A_4 w z CR r --i ALL WALLS CMU 00 PRECISION BLOCK °�° STEEL COLUMN RIM 1 1 ADARR #1 # 12 ® 2% 411 36" 3 4 T-4" [88"] G�Z,. � A_WAS T 10'-8" [128"] SLAB OVERALL 0 0� HI � OF . G' TA oa0xe `�uSi• FAS nLANVfF_'<; s¢ ON ECT.10N B 35006 IS TSR s j®NAL 1/21t ` 11-011 JECT - oME LD INSPEC COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 197fi4 COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOiv! Cochrane` MemorialPark SECT File Copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. P.O. Yelm W CCF FRAMING PLAN Drawn By: NJP OX 489 www.blazerind.com Sf OR .PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 j Fax: 888--888-1448 DATE REV# REV(5ION 13Y DATE V# REV15ION B`( 945 Olney St. -® Aumsville, OR 97325-0489 Issue Date: 11-06-20 N Wro ! I ;t N W #► O in z N 2x6 RIM V8" SHEATHING 2x6 RAFTER (OFF LAYOUT, OVER WALL) 2x6 RAFTERS @ 24"oc. CAP BEAM 00 PRECISION BLOCK opo �- NOM. 8" ROOF N 2x6 RIM WOOD TRUSS 5 A-4 2x6 RAFTER (OFF LAYOUT, ADARR #1 MECH. ROOM ADARR #2 OVER TRUSS) � 1 161 — I 4„ � ® MR, „ 11 13,_8„ [164"] 3 6 -8 [so ] A-4 20'-8" [248"] SLAB OVERALL SECTION ROOF F MING PLAN 1/211 . 1'-011 - - 1/41t 11-011 A B � 11'-10" [142"] ROOF OVERALL 24" 24"oc, s sl 8Y21, RIM SRI* MIS 10M IMIN RIM 1=10 MR! RIM —1 MR. I' 2x6 RAFTERS WITH jell 63/4t1 SHEATHING BOTH SIDES i 6" WOOD TRUSS 1 l { 2x3 WOOD STUDS @ 16"oc. f 1 W/ 2x3 P.T. BOTTOM PLATE I 1 4 ARM♦ MON RIM wom nows was .v 5 A_4 A_4 w z CR r --i ALL WALLS CMU 00 PRECISION BLOCK °�° STEEL COLUMN RIM 1 1 ADARR #1 # 12 ® 2% 411 36" 3 4 T-4" [88"] G�Z,. � A_WAS T 10'-8" [128"] SLAB OVERALL 0 0� HI � OF . G' TA oa0xe `�uSi• FAS nLANVfF_'<; s¢ ON ECT.10N B 35006 IS TSR s j®NAL 1/21t ` 11-011 JECT - oME LD INSPEC COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 197fi4 COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOiv! Cochrane` MemorialPark SECT File Copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. P.O. Yelm W CCF FRAMING PLAN Drawn By: NJP OX 489 www.blazerind.com Sf OR .PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 j Fax: 888--888-1448 DATE REV# REV(5ION 13Y DATE V# REV15ION B`( 945 Olney St. -® Aumsville, OR 97325-0489 Issue Date: 11-06-20 1-0 000(0)0 0 UdC10 r\0)Ov0UQDCO4-OL000) 000 n LIGHT FIXTURE CAP BEAM 00 u- 24" 9„ HAND DRYER 24" ® 48t1 10" 421,1" U_ L_ - ¢X- , - 1311 10t10 Y Q >i W z z BABY u- `) _ u Q Q NOM. � o o CHANGING - - - - - - _ - Q { U_ Q o 8 d- - a o a QsVQTrNF�— OOOOOOVO,VL i n _ l .F ALLOWABLEgrq ¢ STATION 1 w M y M - O oH TP LOCATION aoo N Y 34" 17%2 1811 741 [88"] CMU -CMU 6'4" [8011] CMU -CMU 7'4" [88"] CMU -CMU ADARR #1 _ ELEVATION LAR #ELEVATION ADARR #1: ELEVATION C 11' 11 - 11 . 11 - 1- 3/8 = 1-01 3/8 — 1-10 3/811 111 0 LIGHT FIXTURE INTERIOR FINISH SCHEDULE DESCRIPTION FINISH BRAND/COLOR NOTES FLOOR: RESTROOM CONCRETE LIGHT BROOM NATURAL ADDITIVE FOR 95% URINE/MOISTURE RESISTANCE MECHANICAL CONCRETE LIGHT BROOM NATURAL ADDITIVE FOR 95% URINE/MOISTURE RESISTANCE S.S. 34" A.F.F. TO CENTER GRAB BARS 2 48" WALL: S.S. ALUMINUM BLUE ALUMINUM BLUE PLASTIC BLUE - S.S. 34" A.F.F. TO CENTER 641, TO TOP 64" TO TOP 30" A.F.F. TO TOP SIGNS: ADA TACTILE ROOM ID RESTROOM 2 RESTROOM TO 7'-411 CMU BLOCK PAINT PITTSBURGH PM-TECH/PURE WHITE #90-374 2 COATS BLOCK FILLER, 2 COATS GLOSS CAP BEAM STEEL PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 1 COAT PRIMER, 2 COATS GLOSS ABOVE CAP BEAM JAMES HARDIE FRC STUCCO PATTERN PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 1 COAT PRIMER, 2 COATS GLOSS MECHANICAL TO 71-4" CMU BLOCK PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 1 COAT BLOCK FILLER, 1 COAT GLOSS CAP BEAM STEEL PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 1 COAT PRIMER, 2 COATS GLOSS ABOVE CAP BEAM OSB PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 1 COAT PRIMER, 2 COATS GLOSS S.S. 48" TO HOOK (MAX.) OTHER SPECIALTY ITEMS CEILING: LOUVERED VENT 1 ALL ROOMS JAMES HARDIE FRC STUCCO PATTERN PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 1 COAT PRIMER, 2 COATS GLOSS ACCESSORIES MOUNT WITH VANDAL RESISTANT SS SCREWS. DESCRIPTION QTY SIZE/STYLE MANUFACTURER/ITEM # FINISH / COLOR / STYLE NOTES GRAB BARS 2 1811 ADA COMPLIANT S.S. 40".A.F.F. TO BOTTOM (INSTALLED VERTICALLY) GRAB BARS 2 4211 ADA COMPLIANT S.S. 34" A.F.F. TO CENTER GRAB BARS 2 48" ADA COMPLIANT S.S. ALUMINUM BLUE ALUMINUM BLUE PLASTIC BLUE - S.S. 34" A.F.F. TO CENTER 641, TO TOP 64" TO TOP 30" A.F.F. TO TOP SIGNS: ADA TACTILE ROOM ID RESTROOM 2 RECTANGULAR 611.X 911 ADA COMPLIANT BABY CHANGING STATION 2 RECTANGULAR 6" x 9f1 PRC (111320) SIGNS FOR RECLAIMED WATER SYSTEM 5 VARIES BITS & BITS TP HOLDERS 2 VANDAL RESISTANT 3 -ROLL ROYCE ROLLS TP -3 BABY CHANGING STATION 2 HORIZONTAL FOUNDATIONS #5410339 SS / POLY 28" TO BOTTOM HAND DRYER 2 SURFACE MOUNTED DYSON AIRBLADE V BRUSHED NICKEL 40" TO CONTROLS (MAX.) UTLITY HOOK 2 SURFACE MOUNT FRANKLIN BRASS 5501 S.S. 48" TO HOOK (MAX.) OTHER SPECIALTY ITEMS LOUVERED VENT 1 16" x 8t1 SUNVENT INDUSTRIES #157 EX ALUMINUM NOTES: 1. INTERIOR ELEVATIONS REFLECT ACTUAL DIMENSIONS THAT WILL BE USED. SEE AC SHEET FOR CODE CRITERIA. 2. VERTICAL DIMENSIONS ARE FROM TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE. 3. ISA: INTERNATIONAL SYMBOL OF ACCESSIBILITY, REQUIRED SIGNAGE FOR ACCESSIBLE RESTROOMS. CAP BEAM .' 24110,1 HAND DRYER 911 241, , 00 42 481, " '� 1Q11 EM ®q ® %— a 01411 1311 LU � NOM. u_ u ¢ U_ - -- `,�' I L i U_ BABY o o _. . a a o `� a a CHANGING - o _ = CHANG d' o - - - - - -- U oo �b r� M CD ALLOWABLE STATION - M N ¢ M TP LOCATION .......... coo-._.._. - _. ...._..... ........_....._.. 3411 BABY CHANGING 18" 17%,1 STATION (TYP. OF 2) o{ 1O T-4" [88"] CMU -CMU 6'-8" [80"] CMU -CMU 7'-4" [88"] CMU -CMU MECH. ROOM B>< E ; ............... .....:........ S. ......... _ ...... ........... ... DF 2 ELEVATION E ADARR #2 ELEVATIONQt) >< >< �0 ADAwKm%R;`;`2 L O N - ou"' Aru'A R R#, F F.D. ><F.D. --- 3 811 _ 11-011 3/811 _ 11-01. 3/811 _ 11 -Olt A DA R R 1 A DA R R #2 / o><0 @ - `WH WH G H.C. v ,v L-1 L.J INTERIOR LAYOUT PDT OF L 9F)4.!i J i=b 1/211 _ 11-01t D&T 2 3211"(41 COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: 6WNb1FgPJ T10j4 19764 COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Cochrane Memorial Park INT ELEVATIONS, LAYOUT File Copy:Ao Ar A6,., BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go.Y@gym �A FINISH � ACCe SCHEDULES Drawn By: NJP .� P.O. BOX 489 www:blazerind.com OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 Fax: 888-888-1448 , DATE REV# REVISION BY DATE REV# REVISION BY 948 piney St. ■ Aumsvitle, oR 97325-0489 Issue Date:11-D9 2D MIN. NUMBER OF ANCHORS PER WALL SPACING NOT TO EXCEED 48"oc. WALL NUMBER WALLA ....................3 WALL ....................3 INT. WALLS ........... _ .3 WALL 1 METAL ROOFING WALL 2 .................... 3 2x6 RAFTERS 1 2x6 RAFTER OFF LAYOUT B C %8" SHEATHING FASTEN SHEATHING TO RAFTERS BOTH SIDES PER FASTENING OVER WALL AS SHOWN, SEE OF RAFTERSSCHEDULE @ EDGE PATTERN ROOF FRAMING PLAN METAL ROOFING FASTEN SHEATHING TO RAFTERS 2x6 BLOCKING ` ; `. � 5 " SHEATHING 12 2x6 RAFTERS /8 FASTEN SHEATHING TO RAFTERS PER FASTENING BOTH SIDES OF RAFTERS SCHEDULE @EDGE PATTERN FASTEN SHEATHING TO 4 24 PER FASTENING FASTENING SCHEDULE WOOD FRAMED WALLS WOOD FRAMING STUDS -TO -TOP & BOTTOM PLATES SHEATHING -TO -INTERIOR FRAMING (BOTH SIDES) (2) 0.1311lx 3" NAILS 16ga. x 11/2" STAPLE (SENCO N17) @ 6"oc EDGE, 12"oc FIELD — GABLE END WALLS (BOTH SIDES) 16ga. x 1 1/2" STAPLE (SENCO N17) @ 6"oc EDGE, 12"oc FIELD BOTTOM PLATE -TO -CAP BEAM (EXTERIOR WALLS) #12 SCREWS @ 8"oc ROOF RAFTERS -TO- RIMS MIN. OF (3) 0.131 x 3 1/4" NAILS (END GRAIN) SHEATHING -TO- RAFTERS --- - 0.113x2 3/8" NAILS @ 6" oc. EDGE, 12" oc. FIELD. LONG AXIS PERPENDICULAR TO FRAMING, OFFSET PANEL ENDS 4'. BLOCK PANEL EDGES OF PIECES LESS THAN 24" WIDE. --- — --� -------- RIM PER FASTENING SCHEDULE @ EDGE PATTERN '`' ` 2x6 RAFTER OFF LAYOUT SCHEDULE @ EDGE PATTERN z METAL ROOFING 91" %8" SHEATHING OVER TRUSS AS SHOWN, SEE 9i/ 2x6 RAFTERS ' • -' BOTH SIDES OF RAFTERS ROOF FRAMING PLAN - s 8" SHEATHING EAVE METAL(900) �'� ~ \ , , BOTH SIDES OF RAFTERS ( ) ! - �; ; �. �. B METAL ROOFING y + Y1611 FRC �; i f 1i ,� it �r •1 2 x 6 RIM WRAPPED (2) #12 SCREWS PER r �� �� i nr , r 1 `/ I 2x6 RAFTERS W/ FORMED METAL PIECE OF BLOCKING r / �i �\ /' r r i . • FLASHING � � �, / � i , l r � � � � FLASHING. (2)#9x3" SCREWS WOOD FILLER r ' @EACH RAFTER . � � �, • �. -w -, . ,.., , a •�" • ` '' , ~,• `` , CAP BEAM 2 x 6 RIM WRAPPED 2 x 6 RIM WRAPPED 0.131x3" NAILS : i :f w/ FORMED METAL z z "r ,1 / 711 l .} _ SDS /4 x 2/2 SCREWS @ 12 oc. SDS Y4 x 2%2" SCREWS @ 24"oc. w/ FORMED METAL + @ 8" oc. , . ANCHORS (SPACING PER CHART) 16" FRC f .f 3%4,tx 3%4"x /4t" STEEL PLATE 16" FRC 'i -f' WELDED TO END OF Y2'0 x 20" LONG 7"" 2x3 WOOD TOP PLATE 2x3 WOOD TOP PLATE SDS %4 x 2%2, SCREWS @ 12"oc. 3 "� 7� s/6" FRC t .f' - REBAR (ASTM A706) WITH 16" FILLET z r _� �� �� , WELD ALL AROUND. 5/6," FRC Y16" FRC SDS /4 x 2/2 SCREWS @ 12 oc. :f f.: /6" FRC SIDING OVER (SHOWN FOR REF. ONLY) (SHOWN FOR REF. ONLY) 2x3 WOOD TOP PLATE ' f f FASTEN CAP BEAM TO STEEL ANCHOR WEATHER RESISTIVE BARRIER: PLATE WITH MIN. OF 1%2" OF 16" FILLET USE ONLY IN R.R.) (USE ONLY IN R.R.) ( E /6"" FRC SIDING OVER WELD. 2x3 WOOD STUDS @ 16"oc. I WEATHER RESISTIVE BARRIER 2x3 WOOD STUDS @ 16"oc. 2x3 WOOD STUDS @ 16"oc. w/ %6" SHEATHING PER %6" FRC SIDING OVER W/ %6" SHEATHING PER w/ �/6" SHEATHING PER SCREWS PER 7.WEATHER RESISTIVE BARRIER SCREWS PER STRUCTURAL DESIGN SCHEDULE STRUCTURAL DESIGN SCHEDULE FASTENING SCHEDULE STRUCTURAL DESIGN SCHEDULE FASTENING SCHEDULE SCREWS PERTRUSS & POSTS i 41' FASTENING SCHEDULE 1 4'° INTERIOR INTERIOR 1 4" 2x3 PT WOOD BOTTOM PLATE (SEE (A-5) FOR DETAILS) 2x3 PT WOOD BOTTOM PLATEle- CAPBEAM 2x3 PT WOOD BOTTOM PLATE EAVE DETAIL 1 1/2" = 1"-0" FLASHING FLASHING STEEL ANGLE - E TAFLASHING CAP BEAM CAP BEAM l ANCHORS @ 48 oc. (MAX.): ANCHORS @ 48 oc. (MAX.): >< /6 FRC - f f SEE EAVE DETAIL FOR SEE SAVE DETAIL FOR f, f. { { , r f'f SIZE DETAILS & QUANTITY SIZE DETAILS &- QUANTITY f f @ f ; 'i i6" SHEATHING , Q Q f. i { r EXTERIOR WALL f 'i 11 1" 1 I (SHOWN FOR REF. ONLY) FASTEN SHEATHING TO RIM f'f• PER FASTENING I .{ . i ► { STEEL POST 1 . • 1 SCHEDULE @ EDGE PATTERN i 1 ' f f' f f { { ; i ANCHORS @ 48 oc. (MAX.): i.l I f. 0.131x3" NAILS @ 6" oc. +. l . f r ( { SEE EAVE DETAIL FOR I �, f.l . : i.f: i.' 2x6 RAFTERS >< SIZE, DETAILS & QUANTITY 12 ;•: 4 `� ' �r �r %+ fY\ r e L DETAIL RID A GABLE EAVE DETAIL GRID B & C ABLEWALL D6 GETI ALCOVE 1 1/211 ^ 11_01, 1 1/211 _ it -o"" - r 1 1/21" _ 11_01" SDS %4x2%211 SCREWS @ 12"oc. 16" FRC %8" SHEATHING GLULAM RIDGE BEAMz z 1/2"x 5/2 WOOD TRIM METAL ROOFING 2x6 RAFTER OFF LAYOUT BOTH SIDES OF RAFTERS 2x3 WOOD FRAMED WALL � ([�_ � 0 "1 + %'" SHEATHING ; 2x6 RAFTERSJ s 1" WITH / SHEATHING 1%2"x 1%2„x %8" ANGLE E 1 1/2 11-011 BOTH SIDES OF RAFTERS s �� { z6 FRC FRC SIDING S.S. VENT SCREEN SCREWED INTO ROOF E { BOTH SIDES OF RAFTERS ' { METAL ROOFING 1 1/2t1� x 1%2"x /$"r ANGLE S.S. VENT SCREEN • ...WALL FRAMING SCREWED INTO WOOD TRIM { { 12 • �� SEE SPEC SHEET FOR DETAILS 4 �.. SECTION A { 1%2,[x 5%2" WOOD TRIM 1%2,1x 1%21"x /$1" ANGLE I `,- - NOTE: OUTER SCREEN TRIM MUST NOT BE 4 x 8 x 16 CMU BLOCK WALL FULLY GROUTED. Fm- 1500psi r,> , TWO 9ga. WIRES FOR HORIZONTAL JOINT l - B SCREWED THROUGH CAP BEAM SO AS REINFORCEMENT @ 8 o AND #3 REBAR CMU= 1900psi r r VENT SCREEN SUPPORT FRAME TO PREVENT WATER INTRUSION. INTERIOR CAPBEAM @ 811 oc VERT. PROVIDE #4 REBAR VERT. @ GROUT= 2000psi , `�~ 16" FRC ' CL -� 1%"x 1%"x %8' ANGLE BOTH SIDES CORNERS, WITHIN 16" EA. SIDE OF OPENINGS, �, � �"'" ' MORTAR= TYPES -' -- WITHIN 8 EA. SIDE OF MOVEMENT JOINTS, @ ", [r NOTE: PER ACI 530 TABLE 2 "r ENDS OF WALLS & @ MAXIMUM 10'-0t1 oc. USE - - " " 3 " 1 r TYPE 'S' MORTAR. HORIZONTAL MIN. (1) SDS %4 x 2%2" {\ 1 x 1 x /6 S.S. VENT SCREEN f: f. SCREWS PER RAFTER ' ```\\\` ' '' -' r , WOOD RAFTER W s REINFORCEMENT IS REQUIRED AT BOTTOM AND (2) 2x3 TOP PLATES $ S WITH /8 SHEATHING f TOP OF WALL OPENINGS &MUST EXTEND 24 (RIF TOP PLATE TO SLOPE} -" - 0/f" TOP AND BOTTOM OF RAFTERS a 12 SECTION Y OR > = 40 BAR DIAMETERS PAST OPENINGS 2x3 WOOD STUDS @ 16"oc. -- 4 WALL FRAMING z Uj s/6" FRC w/ 1611 SHEATHING PER [ _ SEE SPEC SHEET FOR DETAILS (SHOWN FOR REF. ONLY) STRUCTURAL DESIGN SCHEDULE ro - LS f.------ >< i .... STARTER BARS: EMBED #4 BAR 5 DEEP w/ EPDXYQ (USE ONLY IN R.R,) ' r , t CAP BEAM f HILTI HY 200-R ICC ESR -3187 a 0 SCREWS PER ' -� t I TI HIT -RE 500 ICC ESR -3814 w LL- u- - - r � AND TRIM PIECE H L _ 3 1t FAS TENING SCHEDULE � - i � 3_ ; w.-�. F_-... __,- __ ;.._..�_ - , : r O \ i f y.......E"_....f.._...... #.... �. r , (SHOWN FOR REF. ONLY) SIMPSON SET ICC ESR -2508 Ln : ....i�.......o. 172x3 PT WOOD BOTTOM PLATE 1 � i f � , v i ............. ` COMPACTED SOIL FOR 6 RESTROOM ; } HORIZONTAL (MIN.) ... CAPBEAM ]3 f S . : v : f a N A Fmo .......:....._.......d........:........a............:..:. •t :— - - i p ANCHORS 48 oc. MAX. :-•--_:-- f -}-� 18 i i t i G- �.. _ -� w SEE EAVE DETAIL FOR f f. -- .---�_.�.._ -- - ---- MECH. ROOM - : ;---- ---• - - ' I I - - - - - .f '_-_-.- SIZE, DETAILS &QUANTITY - s — \E --� — —' 1"" -- - - -- --- -- - - - J; CAPBEAM >< l l - - -- -- -- - -- ---- - - ------ -- -- - - -- - ---- -- - - I --► I I - ' >< >< /4 611 48%4"" 26� [t LA.Q �� I 2" BED OF (COURSE MASON) SAND � FOUNDATION o c OVER MIN. 4" CLASS II TYPE B � G � SHOWN FOR ( AGGREGATE BASE COMPACTED 90%S 11,& REFERENCE ONLY I_ —<7 ------- M.D.D. (BY GENERALCONTRACTOR) G� WASk ?'l (PROVIDED BY OWNER/ 8" CONCRETE SLAB WITH MIN. #4 REBAR @ 8"oc E.W. CONTRACTOR � �� � � TOP & #4 REBAR @ 16i1oc BOTTOM, GRADE 60 MIN. 1%41' 1 � (SEE S-1 FOR DETAILS) VER. CONCRETE STRENGTH MIN. 4000 psi 28 -DAYS COrj-_PT. OF LABOR AND h y o (DESIGN BASIS IS 2500 psi @ 8 DAYS)Avw4k. 0 PLAUN, PIE%71Fw SEtcIN r APPROVED �� + 35006 mar LjS1 A"M D WALL TIL I T RI ALL DETAIL ENT SCREEN DETAIL' & ��ss �rSTER NA 1 1/2[1 11_011 1 1/2" ^ 11-0 It 1 1/211 - 11-0 g- BjF D COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER 010000 0 PUBLIC PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 19764 z: ® INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Cochrane Memorial PaFire Co ® BE REPRODUCED, .USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY ��� Copy: A INDUSTw.blaz IES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. y► � ®� P.O. BOX 489 www.blazerind.com i e Drawn By: NJP SATE �EV REV15ION BY DATE REU REVISION BY ® 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 8$$-888-2060 {Fax: 888-888-1448 Issue Date: 11-06-20 W/ %e" SHEATHING BOTH SIDES FRC CAP BEAM --_- -1 ,r r ,, T�"`� TTS77,77 �.c . n w 1-rrnt� h�!� .� , "1 + %'" SHEATHING ; 2x6 RAFTERSJ s 1" WITH / SHEATHING 1%2"x 1%2„x %8" ANGLE E 1 1/2 11-011 BOTH SIDES OF RAFTERS s �� { z6 FRC FRC SIDING S.S. VENT SCREEN SCREWED INTO ROOF E { BOTH SIDES OF RAFTERS ' { METAL ROOFING 1 1/2t1� x 1%2"x /$"r ANGLE S.S. VENT SCREEN • ...WALL FRAMING SCREWED INTO WOOD TRIM { { 12 • �� SEE SPEC SHEET FOR DETAILS 4 �.. SECTION A { 1%2,[x 5%2" WOOD TRIM 1%2,1x 1%21"x /$1" ANGLE I `,- - NOTE: OUTER SCREEN TRIM MUST NOT BE 4 x 8 x 16 CMU BLOCK WALL FULLY GROUTED. Fm- 1500psi r,> , TWO 9ga. WIRES FOR HORIZONTAL JOINT l - B SCREWED THROUGH CAP BEAM SO AS REINFORCEMENT @ 8 o AND #3 REBAR CMU= 1900psi r r VENT SCREEN SUPPORT FRAME TO PREVENT WATER INTRUSION. INTERIOR CAPBEAM @ 811 oc VERT. PROVIDE #4 REBAR VERT. @ GROUT= 2000psi , `�~ 16" FRC ' CL -� 1%"x 1%"x %8' ANGLE BOTH SIDES CORNERS, WITHIN 16" EA. SIDE OF OPENINGS, �, � �"'" ' MORTAR= TYPES -' -- WITHIN 8 EA. SIDE OF MOVEMENT JOINTS, @ ", [r NOTE: PER ACI 530 TABLE 2 "r ENDS OF WALLS & @ MAXIMUM 10'-0t1 oc. USE - - " " 3 " 1 r TYPE 'S' MORTAR. HORIZONTAL MIN. (1) SDS %4 x 2%2" {\ 1 x 1 x /6 S.S. VENT SCREEN f: f. SCREWS PER RAFTER ' ```\\\` ' '' -' r , WOOD RAFTER W s REINFORCEMENT IS REQUIRED AT BOTTOM AND (2) 2x3 TOP PLATES $ S WITH /8 SHEATHING f TOP OF WALL OPENINGS &MUST EXTEND 24 (RIF TOP PLATE TO SLOPE} -" - 0/f" TOP AND BOTTOM OF RAFTERS a 12 SECTION Y OR > = 40 BAR DIAMETERS PAST OPENINGS 2x3 WOOD STUDS @ 16"oc. -- 4 WALL FRAMING z Uj s/6" FRC w/ 1611 SHEATHING PER [ _ SEE SPEC SHEET FOR DETAILS (SHOWN FOR REF. ONLY) STRUCTURAL DESIGN SCHEDULE ro - LS f.------ >< i .... STARTER BARS: EMBED #4 BAR 5 DEEP w/ EPDXYQ (USE ONLY IN R.R,) ' r , t CAP BEAM f HILTI HY 200-R ICC ESR -3187 a 0 SCREWS PER ' -� t I TI HIT -RE 500 ICC ESR -3814 w LL- u- - - r � AND TRIM PIECE H L _ 3 1t FAS TENING SCHEDULE � - i � 3_ ; w.-�. F_-... __,- __ ;.._..�_ - , : r O \ i f y.......E"_....f.._...... #.... �. r , (SHOWN FOR REF. ONLY) SIMPSON SET ICC ESR -2508 Ln : ....i�.......o. 172x3 PT WOOD BOTTOM PLATE 1 � i f � , v i ............. ` COMPACTED SOIL FOR 6 RESTROOM ; } HORIZONTAL (MIN.) ... CAPBEAM ]3 f S . : v : f a N A Fmo .......:....._.......d........:........a............:..:. •t :— - - i p ANCHORS 48 oc. MAX. :-•--_:-- f -}-� 18 i i t i G- �.. _ -� w SEE EAVE DETAIL FOR f f. -- .---�_.�.._ -- - ---- MECH. ROOM - : ;---- ---• - - ' I I - - - - - .f '_-_-.- SIZE, DETAILS &QUANTITY - s — \E --� — —' 1"" -- - - -- --- -- - - - J; CAPBEAM >< l l - - -- -- -- - -- ---- - - ------ -- -- - - -- - ---- -- - - I --► I I - ' >< >< /4 611 48%4"" 26� [t LA.Q �� I 2" BED OF (COURSE MASON) SAND � FOUNDATION o c OVER MIN. 4" CLASS II TYPE B � G � SHOWN FOR ( AGGREGATE BASE COMPACTED 90%S 11,& REFERENCE ONLY I_ —<7 ------- M.D.D. (BY GENERALCONTRACTOR) G� WASk ?'l (PROVIDED BY OWNER/ 8" CONCRETE SLAB WITH MIN. #4 REBAR @ 8"oc E.W. CONTRACTOR � �� � � TOP & #4 REBAR @ 16i1oc BOTTOM, GRADE 60 MIN. 1%41' 1 � (SEE S-1 FOR DETAILS) VER. CONCRETE STRENGTH MIN. 4000 psi 28 -DAYS COrj-_PT. OF LABOR AND h y o (DESIGN BASIS IS 2500 psi @ 8 DAYS)Avw4k. 0 PLAUN, PIE%71Fw SEtcIN r APPROVED �� + 35006 mar LjS1 A"M D WALL TIL I T RI ALL DETAIL ENT SCREEN DETAIL' & ��ss �rSTER NA 1 1/2[1 11_011 1 1/2" ^ 11-0 It 1 1/211 - 11-0 g- BjF D COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER 010000 0 PUBLIC PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 19764 z: ® INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Cochrane Memorial PaFire Co ® BE REPRODUCED, .USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY ��� Copy: A INDUSTw.blaz IES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. y► � ®� P.O. BOX 489 www.blazerind.com i e Drawn By: NJP SATE �EV REV15ION BY DATE REU REVISION BY ® 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 8$$-888-2060 {Fax: 888-888-1448 Issue Date: 11-06-20 12' GUSSET PLATE'f1D1► „ „ (SEE DETAIL 4/A-5) 0 0 0 a 4411 nr GUSSET PLATE 1,A„ .......... 06 12 � / � ,� (SEE DETAIL 2/A-5) t � Ln} 4 1-/ ;-4 OPTIONS , �� / ` \ ti GRK RSS 16" x 6" SCREWS - �\ ` (TYP.) 2it Q . U2 CS %$Tt x 6" SCREWS - \ , 6„ SDS /41` x 6" SCREWS op, \''�,�- 131.60 5„ /2tt x 6" LAGS 6" S, GUSSET P LAT E W GUSSET P LATE ` B' ® ® _. „� , (TYP. OF 4) BOTH SIDES QYT=1 (OUTSIDE ONLY) 1 o ` „ 600 �0 2 NOTE. - --� - - - - - - - - - - - - - - a o- BAIT #4- - - - - - - - - - - - I 1. ALL GUSSET PLATES CONSTRUCTED I ® FROM Y4 STEEL. '000 amp*3 GUSSET PLATE C 3 _ .. ' u; A_5 (SEE DETAIL 2/A-5) 2. ALL -STEEL INTERSECTIONS (MIN.) /6 A-5 FILLET WELD ALL SIDES. 5" 3. ALL HOLES 16"O FOR %" BOLTS. - - ®�...! •/ SCALE: 1%2" ` 11.01t 3.1 311 5-4 54 - 15t1 3 1, 13 TT 33% 101-61[12613/16"1 6 [126 /6 ] 4/�t 3816'1 - >r N TRUSS TAILS GUSSET PLATE 111 11_011 PART # 1 =N =N PART #3 LO 6x6 DF #2 \ . PART #2 \ 4x6 DF #2 ,r, bxb'DF #2 Ln 161/2x` 108%T1 1116Tr 40i1 4/41, _� 34Y16 if _ (A) PL6x3x%ort 1Tt ;Ir\N 13x1 ,'+ ~,'-; D %" STEEL T' (A) PL6x1&4T, N 316 OLI- O 4 4116" 240Y$ 11 ,r 1" ; (TYP. OF 2) 4 /6 /4T, PLATE 3/16" ® O 3/1611 N %iin 5a ilTr = O - — 16 38 16 N PART #4 6x6 DF #2 - 3 3 rt Ln 16 3/16° © _ 3/16" :-+ 1 T1 1s" HOLES FOR (3) PART D (B) PL5x3x/2 201-10" [250"] �� 1 ,t : SDS 4Trx1"' SCREWS (C) PL5x2x/4 ! i 1 (B) PL5x3x%" It 1,( 1671 HOLES FOR (2) 3/16" SDS %211x3" LAG BOLTS (C) PL5x2x%4Tt TRUSS DETAILS GUSSET'PLATE'D' 1,r _ 1t_0 t (QN• - 1) 1 2 1 20'-10" [25011] 1tt T-0" [84"] 101_511[125"1 131-411[160"1 (A) PL6x3x%4" ;-� GUSSET PLATE 'G' do GUSSET PLATE 'H' -\ POST HSS3x3x1/8" - c � -or- Q , GUSSET PLATE PLATE A 1" BOLT �11fi6, /4" STEEL .. (TYP. OF 2) I'/5Y8 Ilk X11 /1lx4ti 7„ LAG BOLT 2,T 211 9/611 HOLES � PLATE C 3/16 OR N ! - p i 00 \ 1/8 o _„ PLATE B /4tix 7"x 5%$TI PL 311 1„ CAPBEAM i 111 111 N TRUSS BRACKET DETAIL ko [�3/16 71l6 c, I I N I 12l1 I i HSS5x5x68" STEEL POST CD3/4" MS PL 5%2'x5%211 I 511 I Ln BASE PLATE I N, 1"BOLT FRONT VIES _1 T 7TT 2TT 211 I 3/16 ' i Jf T B I PLATE A PLATE C I i O 6" I GROUT AS NEEDED I0 4FI HSS6x4x/$" CAPBEAM 2" I I _ CONCRETE TRUSS BOTTOM CHORD - zi 00 �Jl" COUPLER u SLAB cc -----------------------=------------ --------1 -------------------------------------- 1------ r------------ ------------------- ------J L------ -------- ------------------------- i 5 t t i A'S # 1 111 ! CAPBEAM HSS6x4x1/8" 1 t f f f I{ (TYP.) i; # 1 CMU BLOCK WALL t{ t BELOW CAPBEAM t i i 51-101 [7011] i t (SHOWN FOR REF. ONLY) ! if 5 A_5 it t f j tI I j ft! ! i f I t f ! ! { t i ! f ( I ------------- ---------- ---- t ! CO 1 l r T-4 #2AO { t r------- ---- { ! -- ___-- ----- -r r L— _ ---------------I f-------------------� L t —J 191-1011[23811] wt (B) PLSx3x%2" 16" HOLES FOR O O 2" LAG BOLT SDS 4"x12" SCREWS i 3/16" { (C) PL5x2x%" zTt LAG ! 2 SDS Y4"xlY' SCREW (TYP. OF 6) . I IDGEBEA DETAILATT Ru'' S S 11/211 = 11_011 %2" BEARING PLATE 3"x 7" OR W/ %6"0 HOLE FOR LAG SCREW 711 lop ,-, 1Y2 , 1 A-51%211 3/16 1" BOLT SLAB _ _ { \ RR JcIDE Q 3,: N WOOD TRUSS d- I I I -� ANGLE I I i STEEL POST s "' u0 1rT M I i 3/16 3/16 1 11 '-+ 1/ 0-4—POST HSS3x3x 16 ' BELOW ,..: r--:- 3 t, 2/ PLATED A-5 A_5 311 I r 711 - I NOTE: CAPBEAM CAPBEAM END I PLAN VIES NOTES:CAP BEAM PLAN ---------- ------ HSS6x4x%$11 1. ALL GUSSET & BRACKET PLATES CONSTRUCTED FROM %4" .STEEL. - #1 THIS DIMENSION IS FOR REFERENCE ONLY AND IS FROM THE INSIDE 1/211 = 11-0'1 2. ALL STEEL INTERSECTIONS (MIN.) 3/16" FILLET WELD ALL SIDES. \ OF THE CAP BEAM TO THE INSIDE OF THE CMU BLOCK WALL: 3. ALL HOLES 16" O FOR %211 BOLTS. #2 ALL STEEL INTERSECTIONS WELDED WITH MIN. 1RIDGEBEA1\116" FILLET FLAW -AWS 5:20 -�A. S.FL'6 ALL AROUND OR Y8" GROOVE WELD., UNLESS NOTED OTHERWISE. G oV WASq j� � POSTDETA* LS #3 ALL STEEL PLATE IS ASTM A36. 1 1/2" - 11.0" � ..., WELDING OPERATORS SHALL BE CERTIFIED FOR nbUE OF WA 11, roUT. OF LABOR AN -D 1.6 STRUCTURAL STEEL AND/OR REINFORCEMENT. TRUSS P0:0341"' DETAILS ry �e�.'°_ `���Ea'v' 3��?C�i �O � 35006 9 ww APPROVED,"��s�GXSTER� 1 1/2" - 1r-Ot1 #5 SPECIAL INSPECTIONS REQUIRED FOR WELDING. S�ONAL E 01 COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM0. PROJECT NAME $� LOCATION: SHEET TITLE: App . COMPANY..THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER s 0 PUBLIC Job No: 19764 INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Cochrane Memorial Park ��C CAPFife copy: INDUSTRIES, INC. BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY BEAM �A DETAILS ��— AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. ��� 111 Drawn By: (Ujp - P.O. t30X 489 www.b{azerind.com DATE REV# REV1510N BY DATE REV# REV{5ION DY 945 Olney St. ■ Aumsvilie, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 fax: 888-888-1448 3 Issue Date: 11-06-20 POTABLE WATER STIEBEL H=WC 2 GAL. EXPANSION 40 TANK 1., ARRESTOR RECLAIMED WATER TEMPERED STIEBEL LAV °�04 LOW POINT DRAINS PRV & FILTER COMBO SEE DETAIL � 14. 2 GAL. EXPANSION H -WC 4" VANDAL PROOF ( B.F. ��° / TANK 40 VENT CAP # .75 f(, ° MINIMUN 18" ABOVE ROOF 1 ARRESTOR `� TP ly4' I., i' H.B. .5 TEMPERED 2.52LAV LOW POINT DRAINS Y2,� D.F./ H.L. 1.5 �u 1" TP l J .5 `® ALL TEMPERED LINE % i �4 1 I. POTABLE WATER PIPING: RECLAIM WATER PIPING: 1 FIXTURE UNITS ................ 6.75 - FIXTURE UNITS ................ 81 1'/2 H -WC 6 ' - D -DEVELOPED LENGTH 100 DEVELOPED LENGTH ........` ..loo Z, C.O. �4" C.O.' ELEVATION DIFFERENCE 0` -ELEVATION DIFFERENCE ....... 0` F.D. A' 3„ 0 ' STREET PRESSURE ........... . -STREET PRESSURE................ 46 to 60 . 46 to 60 6 - METER SIZE....... ............. 3" - 4 H -WC / METER SIZE.. 1" LAV 1 1�/2�y� - BUILDING SUPPLY SIZE ......... 1" - BUILDING SUPPLY SIZE ......... 1 1/2" s° c.]r3' HIGH POINT 1 /2 2 4' BLEED VALVE ` 1 �i2� ' Z' C.O. COPPER PRESSURE v B.F. 1 1 %2 2 GROUND GAUGE CHECK WIRE 2 1 FLOOR DRAIN D.F./ H.L. LAV 3„ VALVE 2" F.D. 1'/2 0 PRESSURE 2., WASHINGTON GENERAL NOTES: GAUGE WASTE ABOVE FLOOR - 2015 WSEC 0404.6 WATER PIPING SHALL BE INSULATED FROM THE .MAIN _ ED BELOW FLOOR -SIZED TO 2015 -UPC WAC TO BE VERIFIED WATER HEATER TO THE TERMINATION OF THE HEATED WATER FIXTURE SHUT-OFF - POTABLE WATER MATERIAL COPPER TO LAVS AND D.F. & HOSE SUPPLY PIPE IN ACCORDANCE WITH TABLE 403.2.9 PER THIS TABLE ALL HOSE BIBB---yPRESSURE IN-LiNE BIBS. PIPING LESS THAN 1" NOMINAL SHALL BE INSULATED WITH 1" z REDUCTION WATER GROUND WIRE o VALVE PLASTIC 0 � WASTE AND VENT PIPING: GENERAL NOTES: INSULATION. '-4 -- - RECLAIMED MATERIAL- PVC #40 PURPLE PIPING TO TOILETS. FROM ELECT. b ® FILTER w PANEL 0 U_ u_ - FIXTURE UNITS .... • .. • • • • • • • • • • • • • • 17 SIZED TO 2015 UPC WS CODE. - 2009 ANSI/ASHRAE A117.1 606.6 EXPOSED PIPES AND SURFACES. 1--1t3 0 © O WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS - SIZE OF BUILDING DRAIN ...:........... 4„ - D.W.V. MATERIAL - P.V.C. -:RECLAIMED WATER IS FROM THE CITY OF YELM RECLAIMED WATER SYSTEM. PIPING IN BUILDING SHALL BE INSTALLED PER SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT —AGGREGATE AREA ... • • • • • • • • • • • • • • • • • 12.566 - D.W.V. UNDERGROUND MATERIAL - P,V.0 OR A.B.S. 2015 UPC CHAPTER 15. ALL SIGNAGE SHALL BE INSTALLED PER AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES PRV & FILTER. COMBOUNDER LAVATORIES AND SINKS. - P -TRAPS ON ACCESSIBLE FIXTURES INSULATED, UPC 2015 1501 1.1 WAC NOT TO SCALE - CONTINUATION OF WASTE LINE DONE ON SITE BY OTHERS. - CONTINUATION OF WATER MAINS PROVIDED AND INSTALLED ON - PUBLIC USE TOILETS SEATS SHALL COMPLY WITH 2015 UPC 411.3 AND FLOOR DRAINS TO HAVE REMOVABLE TRAPS IN MECH SITE BY OTHERS. PLASTIC SEATS WITH IAPMO 2124.5 PLUMBING FIXTURE SCHEDULE QTY FIXTURE DESCRIPTION 2 WATER CLOSETS- stainless ACORN 1675-W-1-HET-FVBO-ACOA-1.28-PFS 2 TOILET SEAT - black BEMIS 1955C 2 FLUSH VALVE - toilet ZURN Z6143AV-HET-BG-7L 2 FAUCET - metering CHICAGO 333-E2805-665PSHAB 2 LAV S ACORN 1652-FALRB-1-DMS-03-M 2 WATER HEATER - Tankless STIEBEL DHC -372 2 TEMPERING VALVE ACORN ST70-12 2 DRINKING FOUNTAIN- Single MURDOCK GSE64-FG-316SS 1 BOTTLE FILLER MURDOCK BF3 2 4 WATER FILTER - single PRESSURE GAUGE KEYSTONE CG10 PROFLO PFXPG100K 2 CHECK VALVE 1 1/2" LEADFREE NIBCO S -480 -Y -LF " 2 PRV VALVE 11/211 WATTS LF25 AUB-23-Z33 2 DIAPHRAGM TANK PREP FOR 26 GAL. 2 DIAPHRAGM TANK PROFLOW PFXT5 2 HOSE BIBB ACORN 8121-CPLF 1 VENT CAP - vandal proof SMITH 1748 2 CORPORATION STOP 1 1/2" AY McDONALD 73149B 2 TRAP PRIMER PROFLO PFP2500 2 HAMMER ARRESTOR - 1" SIOUX CHIEF 654 -CS 2 FLOOR DRAINS ZURN ZN460-2NH-5B with trap primer POTABLE WATER STIEBEL H=WC 2 GAL. EXPANSION 40 TANK 1., ARRESTOR RECLAIMED WATER TEMPERED STIEBEL LAV °�04 LOW POINT DRAINS PRV & FILTER COMBO SEE DETAIL � 14. 2 GAL. EXPANSION H -WC 4" VANDAL PROOF ( B.F. ��° / TANK 40 VENT CAP # .75 f(, ° MINIMUN 18" ABOVE ROOF 1 ARRESTOR `� TP ly4' I., i' H.B. .5 TEMPERED 2.52LAV LOW POINT DRAINS Y2,� D.F./ H.L. 1.5 �u 1" TP l J .5 `® ALL TEMPERED LINE % i �4 1 I. POTABLE WATER PIPING: RECLAIM WATER PIPING: 1 FIXTURE UNITS ................ 6.75 - FIXTURE UNITS ................ 81 1'/2 H -WC 6 ' - D -DEVELOPED LENGTH 100 DEVELOPED LENGTH ........` ..loo Z, C.O. �4" C.O.' ELEVATION DIFFERENCE 0` -ELEVATION DIFFERENCE ....... 0` F.D. A' 3„ 0 ' STREET PRESSURE ........... . -STREET PRESSURE................ 46 to 60 . 46 to 60 6 - METER SIZE....... ............. 3" - 4 H -WC / METER SIZE.. 1" LAV 1 1�/2�y� - BUILDING SUPPLY SIZE ......... 1" - BUILDING SUPPLY SIZE ......... 1 1/2" s° c.]r3' HIGH POINT 1 /2 2 4' BLEED VALVE ` 1 �i2� ' Z' C.O. COPPER PRESSURE v B.F. 1 1 %2 2 GROUND GAUGE CHECK WIRE 2 1 FLOOR DRAIN D.F./ H.L. LAV 3„ VALVE 2" F.D. 1'/2 0 PRESSURE 2., WASHINGTON GENERAL NOTES: GAUGE WASTE ABOVE FLOOR - 2015 WSEC 0404.6 WATER PIPING SHALL BE INSULATED FROM THE .MAIN _ ED BELOW FLOOR -SIZED TO 2015 -UPC WAC TO BE VERIFIED WATER HEATER TO THE TERMINATION OF THE HEATED WATER FIXTURE SHUT-OFF - POTABLE WATER MATERIAL COPPER TO LAVS AND D.F. & HOSE SUPPLY PIPE IN ACCORDANCE WITH TABLE 403.2.9 PER THIS TABLE ALL HOSE BIBB---yPRESSURE IN-LiNE BIBS. PIPING LESS THAN 1" NOMINAL SHALL BE INSULATED WITH 1" z REDUCTION WATER GROUND WIRE o VALVE PLASTIC 0 � WASTE AND VENT PIPING: GENERAL NOTES: INSULATION. '-4 -- - RECLAIMED MATERIAL- PVC #40 PURPLE PIPING TO TOILETS. FROM ELECT. b ® FILTER w PANEL 0 U_ u_ - FIXTURE UNITS .... • .. • • • • • • • • • • • • • • 17 SIZED TO 2015 UPC WS CODE. - 2009 ANSI/ASHRAE A117.1 606.6 EXPOSED PIPES AND SURFACES. 1--1t3 0 © O WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS - SIZE OF BUILDING DRAIN ...:........... 4„ - D.W.V. MATERIAL - P.V.C. -:RECLAIMED WATER IS FROM THE CITY OF YELM RECLAIMED WATER SYSTEM. PIPING IN BUILDING SHALL BE INSTALLED PER SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT —AGGREGATE AREA ... • • • • • • • • • • • • • • • • • 12.566 - D.W.V. UNDERGROUND MATERIAL - P,V.0 OR A.B.S. 2015 UPC CHAPTER 15. ALL SIGNAGE SHALL BE INSTALLED PER AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES PRV & FILTER. COMBOUNDER LAVATORIES AND SINKS. - P -TRAPS ON ACCESSIBLE FIXTURES INSULATED, UPC 2015 1501 1.1 WAC NOT TO SCALE - CONTINUATION OF WASTE LINE DONE ON SITE BY OTHERS. - CONTINUATION OF WATER MAINS PROVIDED AND INSTALLED ON - PUBLIC USE TOILETS SEATS SHALL COMPLY WITH 2015 UPC 411.3 AND FLOOR DRAINS TO HAVE REMOVABLE TRAPS IN MECH SITE BY OTHERS. PLASTIC SEATS WITH IAPMO 2124.5 ROOM. LAV TRAPS WILL HAVE A DRAIN PLUG. BOTH FOR WINTERIZATION. - HEAT TAPE PROVIDED AND INSTALLED ON SITE BY OTHERS. - PUBLIC USE WATER CLOSETS SHALL BE ELONGATED AND COMPLY WITH 2015 UPC 411.1. PER IPC 305 WRAP PIPES PASSING THROUGH CONCRETE OR CINDER WALLS AND FLOORS, - HAMMER ARRESTORS INSTALLED PER 2015 UPC 609.10. - SITE CONNECTION TO SEWER LINE AND MODULE LINE CONNECTIONS ARE CLEARLY LABELED - 2015 UPC 507.2 WATER HEATER SHALL BE ANCHORED OR STRAPPED. 2015 UPC 407.3 PUBLIC LAVATORIES SHALL HAVE TEMPERING VALVE MEETING ASSE 1070. 2015 WSEC C404.2 WATER HEATER SHALL MEET THE REQUIREMENTS OF TABLE 404.2. .,7,77 o fi �C� 0 �= - 1 rNs H G Q p O r1 WH O \ \ i i ji `. i C: 3 - �. INTERIOR WALL.. TO WATER SUPPLY S.S. BAND (REMOVABLE TRAP) FOR WINTERIZATION TRAP PRIMER SYSTEM ❑ 2" FLOOR DRAIN TO 2" VENT SLOPE FLOOR TO DRAIN FINISH FLOOR n - SLAB i w OPENING -- TO MAIN DRAIN ._ . CF LABOR.A .D- 1NDI1r I DRAIN PIPE TO P -TRAP TO BE FAS PLAN SLAB OPENING LOCATED 24" MAX -r� sI c �, IN CHASE FROM FLOOR DRAIN 2 3 2 X THE TRAP DIAMETER IN THIS CASE 4" MIN. NG PLAN WATER SUPPLY PLUMBING PLANIL ASTE V��T PLUMBIS�����rb�e��. FLOOR DRAIN DETAIL - SCALE: 3/4" = 1`-0" 1/4" 11.011 1/411 _ 11_011 COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: Job No: 19764 PUBLIC COMPANY: THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Cochrane Memorial IPark PLUMBING PLAN Fife Copy: oil 1000�_ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY Drawn By: NJP INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. Yel r WA & INFORMATION AM P.O. BOX 489 www.blazerind.com ! ' Issue Date: 11-09-20 DATE RSV# REV15fON BY DATE .EV# REVI5ION BY 945 Olney St. 0 Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: SS8—SSS-2osa Fax: �8a-8ag—� 448. PIPE MATERIAL u., Q PIPE SCHEDULE uj uj o.. :D o 0 _ o > a- m Q oo �?� CD J o .► ® �c o 0 TYPE OF SERVICE a Q Ln ABOVE GROUND WATER BELOW GROUND RECLAIM ABOVE GROUND BELOW GROUND WATER ABOVE GROUND SANITARY BELOW GROUND !� DRAINAGE ABOVE ROOF 1� ABOVE GROUND SANITARY BELOW GROUND VENT ABOVE ROOF v ROOM. LAV TRAPS WILL HAVE A DRAIN PLUG. BOTH FOR WINTERIZATION. - HEAT TAPE PROVIDED AND INSTALLED ON SITE BY OTHERS. - PUBLIC USE WATER CLOSETS SHALL BE ELONGATED AND COMPLY WITH 2015 UPC 411.1. PER IPC 305 WRAP PIPES PASSING THROUGH CONCRETE OR CINDER WALLS AND FLOORS, - HAMMER ARRESTORS INSTALLED PER 2015 UPC 609.10. - SITE CONNECTION TO SEWER LINE AND MODULE LINE CONNECTIONS ARE CLEARLY LABELED - 2015 UPC 507.2 WATER HEATER SHALL BE ANCHORED OR STRAPPED. 2015 UPC 407.3 PUBLIC LAVATORIES SHALL HAVE TEMPERING VALVE MEETING ASSE 1070. 2015 WSEC C404.2 WATER HEATER SHALL MEET THE REQUIREMENTS OF TABLE 404.2. .,7,77 o fi �C� 0 �= - 1 rNs H G Q p O r1 WH O \ \ i i ji `. i C: 3 - �. INTERIOR WALL.. TO WATER SUPPLY S.S. BAND (REMOVABLE TRAP) FOR WINTERIZATION TRAP PRIMER SYSTEM ❑ 2" FLOOR DRAIN TO 2" VENT SLOPE FLOOR TO DRAIN FINISH FLOOR n - SLAB i w OPENING -- TO MAIN DRAIN ._ . CF LABOR.A .D- 1NDI1r I DRAIN PIPE TO P -TRAP TO BE FAS PLAN SLAB OPENING LOCATED 24" MAX -r� sI c �, IN CHASE FROM FLOOR DRAIN 2 3 2 X THE TRAP DIAMETER IN THIS CASE 4" MIN. NG PLAN WATER SUPPLY PLUMBING PLANIL ASTE V��T PLUMBIS�����rb�e��. FLOOR DRAIN DETAIL - SCALE: 3/4" = 1`-0" 1/4" 11.011 1/411 _ 11_011 COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: Job No: 19764 PUBLIC COMPANY: THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Cochrane Memorial IPark PLUMBING PLAN Fife Copy: oil 1000�_ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY Drawn By: NJP INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. Yel r WA & INFORMATION AM P.O. BOX 489 www.blazerind.com ! ' Issue Date: 11-09-20 DATE RSV# REV15fON BY DATE .EV# REVI5ION BY 945 Olney St. 0 Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: SS8—SSS-2osa Fax: �8a-8ag—� 448. QO O O ts; N O N O Ni i I iW Y L_ O C) O O O C7 s U O U LO / Q C) n O O N O O C c� O U d - c0 C6) O-) L_ M,— O O k -- W O L J) O) L. O N O N 22'=4" [2681 FOOTING OVERALL 1 2 201-8" [248"] SLAB OVERALL 10" JI 10" 33" (TYP.) 33" 12" 12„ 33" 8Ft 811 40 1 %2' LIP AROUND 000 won-. ® s P BLOCKOUTS (TYR) UFER GROUND o 1 ® ® 1 REQUIRED ,-/ • • t • • a --------------- __00 oo no= woo LnE SLAB LIFTING POINTS i M 1 s (SHOWN FOR REF. ONLY) d— 5- tr i i 1 1 �, 5 ie 71-55//,, [89r$ ] 1 16" 16" i i 71-5%11 [89/8 ] �t- 2 i f s i I �. SLOPE TO DRAIN -3/4'= fr, i 1 i ;1 } i i 1 � N N 1 i y-� o i �` i i� 1 z i 2" BED OF (COURSE MASON) i i I 1 _ — _ `s t �-+ SAND OVER MIN. 4" CLASS II TYPE B i 1 5 11 ��' �, I, i 1. 11 � 1 `` ., 5„ i f— 51-5%11 65/ l 11 I 1 1 1. 11 51-5%8'1 [65/s ] t O AGGREGATE BASE COMPACTED r, [ s 24 1 1 BLOCKOUT FOR 1 i 241 p ao i i j ELECTRICAL PANEL j i ' �, I "- 95°!o M.D.D. i 1 r _ 1 SLOPE TO i � I i l i------------------------------� 1 r' DRAIN -3/41' co i s s i s CD i LIGHT BROOM FINISH i i Jr 1 i TYP. ALL ROOMS , L— ---� _-- y--_ _�_ 1— --__. _.—__------ —� �,,, _ 17- - B-- - 2 2 w s1J i BULDING SLAB OUTLINE I a a i S-1 S-1 i a 4 FOOTING OUTLINE ON-SITE BY OTHERS i � •. i OQ CO I — -- — — — *j i SIMPSON SIDE LIFTING POINT 1�1t COLUMN BASE. (SHOWN FOR REF. ONLY) 2�r211 2r 2 SLAB PLAN FOUNDATION PLAN 1121t = .{ 1.011 1 1/211 = lf_Ot, � (MIN.) 1" Ox 2%411 BOLT INTO COUPLER NUT WELDED MIN. 1"�X 2%4' BOLT INTO ANGLE TO FLOOR PERIMETER (MIN.) CONNECTION COUPLER NUT WELDED BRACKET TO FLOOR PERIMETER Lbx 6x %6F1 PERIMETER FRAME It 6/21t GENERAL NOTES: CAST INTO 8" PRE -CAST SLAB 16 \A X—_-- f` 1. FOUNDATION SYSTEM IS ENGINEERED ONLY FOR USE 8" PRE -CAST SLAB I2t1 � 4 � ` G � 4 WITH BUILDINGS MANUFACTURED BY BLAZER 1011 J6" t a 8" PRE -CAST SLAB INDUSTRIES, INC. t GRADE _ 4� 2. S 0 -0 . MINIMUM PROPERTY LINE SETBACK I 1 1 tF 6� � _� - 12"x 18" FOOTING. II IN ER I I - o I o Q �' (ON-SITE) 3, BUILDING DESIGN LOADS ARE AS FOLLOWS: 1�lII� I'. III 3/4" x 7 MIN WEDGE ANCHOR ROOF....,..... 20 psf 3/8" - ...,....... h Exposure it/VI (VuLT) DIA. HOLE FOR SIMPSON STRONG BOLT l . •.. ..•' ,.:( WIND 120 mp [ICC -ES REPORT ESR -1771]} FLOOR........En sneered Mat Slab G d p . .: l TOP VIEW 3/4` WEDGE ANCHORS g MIN. 5%" EMBEDMENT SEISMIC ZONE..., Site Class D, SDS=1.030, SDI=0.476 �- 12 _ SOIL BEARING CAPACITY... 1500 PSF f V 3" 4 t t 40 611 244 BAR CONT. 6x6x s16" STEEL ANGLE 4, VERIFY SOIL BEARING CAPACITY WITH BUILDING 3,1 OFFICIAL. LIQ 3" CLEAR - I �Y211L, -5. ALL PERIMETER FOOTINGS TO BE MIN. 12" BELOW --- -. GRADE AT THE BOTTOM OF THE FOOTING, OR AS 18" CONCRETE FOOTING (ON-SITE) 61t REQUIRED BY LOCAL CONDITIONS. �. S j� 2" BED OF (COURSE' MASON) 1%4' DIA. HOLE C� � WAS %4" x 7" MIN. WEDGE ANCHOR SAND OVER MIN. 4" CLASS II FOR 1" BOLTS O I� (SIMPSON STRONG -BOLT 6. CONCRETE TO BE MINIMUM OF 2500 PSI AT 28 DAYS. [ICC -ES REPORT ESR -1771]) TYPE B AGGREGATE BASE FRONT VIEW SIDE VIEW � COMPACTED 95% M.D.D. " =MIN. 5%2' EMBEDMENT 7. REINFORCED STEEL: GRADE. 60, PLACED 3 -CLEAR OF NOTE: BOLTS TO BE HOT DIPPED GALV. BOTTOM. LAP BARS MIN. 24" AT ALk—SBRI ICBMANVN, CORNERS. . Or U BOA; A- rpt s r. �• PAS LLREV IF S C3? ' 35006 9 �W AppRO ED ���,�GISTV0- FOOTING TAIL TYP. CO ECTIBrvnCKET S10N L 11/211 _ i 1-0" lit _ -( 1_(!11 nu . ` A 1 .A. 1 V I<..� �ti' COPYRIGHT 2020, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME & LOCATION: SHEET TITLE: Appy Job No: 19764 COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER. � � PUBLIC �� INDUSTRIES, INC. AND PUBLIC RESTROOM' COMPANY AND SHALL NOT RESTROOM Cochrane Memorial Park SLAB L. File Copy: A6 BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY` w6HRTRiES, INC.AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. �� Drawn By: NJP P.O. BOX 489 www.blazerind.com Ph: 888-888-2060 Fax: 888-888-1448 , DATE REV# BENISON BY DATE REV# REV1510N BY 945 Olney St. ® Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Issue Date: 11-06-20