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DOOR, FRAME & HARDWARE SCHEDULE SHEAR WALL SCHEDULE WALL LEGEND: <br /> 1 2 3a 4 5a 5b 5b 5C 5d 61st-4th COURSE -4" C.M.U. PRECISION -GRAY <br /> DOOR ROOM SIZE DOOR FRAME PULL PLATE PULL PLATE MARK & TYPE LOCATION & BLOCK REINFORCEMENT CAP BEAM 5th-11th COURSE -4" C.M.U. SPLIT FACE -GRAY <br /> NO. NAME TYPE TYPE HINGE LOCK CLOSER OUTSIDE INSIDE THRESH SWEEP OTHER HORIZONTAL- (2)9 GA WIRES FOR JOINT 2x4 P.T. STUDS @ 24" O.C.w/ <br /> REINFORCEMENT @ 8" O.C. HSS 5 x 4 x 1/4 ; 3" (R-19) RIGID INSULATION <br /> O CONCESSION T x 7' 1a 2a 3a 4.a.1 YES YES YES 229A 321 SSN 6b , 6c �A 4"C.M.U. 4 x 8 x 16 FULLY GROUTED VERTICAL -#3 REBAR @ 8" O.C. AND#4 HSS 5 x 4 x 1/2 2x4 STUDS @ 16" O.C. <br /> REBAR @ END WALLS AND (AS PER CAP BEAM PLAN) <br /> O STORAGE/ 3'x 6'-8" 1 b 2b 3b 4.b NO NO NO NO NO 6a AT 10'-0" O.C. MAX. STUDS a <br /> UTILITY CHASE R-21 KRAFTFACED BATT INSULATION <br /> CONCESSION 47 1/2"W x READY ACCESS#600 SERIES SELF CLOSING SLIDER w/RESTRICTOR PANEL FOR 216 SQ. IN. SERVICE OPENING TO SHEATHING WALL FRAMING HOEDOWN (PER PLAN) <br /> ® MARK & TYPE <br /> SERVICE WINDOW 43 1/2" H COMLPY w/CA CODE - INSULATED DUAL PANE TEMPERED GLASS - MIL. FINISH U-FACTOR: 0.81, SHGC: 0.45, VT: 0.47 TYPE FASTENER FASTENING PATTERN STUD SIZE & SPECIES SPACING END POST HOLDOWN MODEL <br /> CONCESSION 48 3/4"W x <br /> ® 1a 2a 3a 4.a.2 NO NO NO NO 321 SSN 6d <br /> WINDOW SHUTTER 44 3/4" H 2x6 WOOD 7/16" O.S.B. 8d NAILS 6" O.C. EDGE SIMPSON <br /> CONCESSION 47 1/2"W x READY ACCESS#600 SERIES SELF CLOSING SLIDER w/RESTRICTOR PANEL FOR 216 SQ. IN. SERVICE OPENING TO A FRAME (BOTH SIDES) (0.131"x 2.5") 12" O.C. FIELD 2x6 DF#2 16" O.C. (2)2x6 DF#2 DTT2Z <br /> 0 SERVICE WINDOW 43 1/2" H COMLPY w/CA CODE - INSULATED DUAL PANE TEMPERED GLASS - MIL. FINISH U-FACTOR: 0.81, SHGC: 0.45, VT: 0.47 1 1 APPROVED <br /> © CONCESSION 48 3/4"W x 1a 2a 3a 4.a.2 NO NO NO NO 321 SSN 6d 2x4 WOOD 7/16" O.S.B. 8d NAILS 6" O.C. EDGE 2x4 DF#2 16" O.C. (2)2x6 DF#2 SIMPSON B �O a GA <br /> WINDOW SHUTTER 44 3/4" H AFRAME (BOTH SIDES) (0.131"x 2.5") 12" O.C. FIELD DTT2Z <br /> Deparbnent Of Hagg <br /> SPECS: 36" 36" 4/A-2 and Cor <br /> 1. DOOR TYPES: 1 2 Development approved <br /> a) 14 GA. GALVANIZED HOLLOW METAL 23'-0"ROOF OVERALL gird party deem <br /> b) SMOOTH SKIN FLUSH FIBERGLASS (PLASTPRO OR EQ.), PAINT GRADE approval agency <br /> 0o <br /> 2. DOOR FRAMES: 00 oT-0" 19'-4"BUILDING OVERALL 8" <br /> DAA027 <br /> a) 14 GA. GALVANIZED HOLLOW METAL WELDED JAMBS L1 APPR D L EXPPATION <br /> b) WOOD 3.. 12'0.. 7.4.. 3,. DATE DATE <br /> O O <br /> 3. HINGES: Apr 8,2020 Ad 31,2021 a) CONT= PEMKO KCFM-83" HD CONTINUOUS GEAR HINGE w/STAINLESS STEEL VANDAL APPROVAL <br /> NO. <br /> RESISTANT SCREWS4L 7 1/2"� 4� 8 3/4"L 591-1150 <br /> b) BUTT HINGES - FULL MORTISE FIVE KNUCKLE: MCKINNEY CONCEALED BEARING HINGES, �'� �'� A <br /> STANDARD WEIGHT TCA4314 (OR EQ.) iv A-1.1 <br /> � M <br /> 7' <br /> 4. LOCKS: M 19'-4" co <br /> a) DEADBOLT: SCHLAGE B SERIES 626 WITH SMALL FORMAT TEMPORARY CONSTRUCTION CORE A <br /> 1) B660J - KEY ONE SIDE, ADA TURN LEVER LOCKS AND UNLOCKS 0 ® A _ _ — <br /> liv- <br /> 2) B662J - KEY BOTH SIDES w/5" BACKSET - <br /> b) LEVER LOCKS: SCHLAGE ND SERIES WITH LARGE FORMAT CORE ND10S PASSAGE LOCK-626-RHO 47 1/2" 48 3/4" // I <br /> 5. HARDWARE: <br /> b) CLOSER: LCN 4211 (CUSH ARM) M _ MAX F.F.F F <br /> c) PUSH /PULL PLATES: ROCKWOOD VRT24C x 91CFC WITH BLACK COOL COATING HANDLE /� 00 Q ii ii <br /> d) THRESHOLD: PEMKO 270A FOR CONC. FLOORS -229A FOR TILED FLOORS `' 1 <br /> e) SWEEP: PEMKO 321 SSN <br /> 7 <br /> 6. OTHER: QTY. 2 QTY. 2 T-8" 0 <br /> a) DOOR STOP: TRIMCO 1270CV626 (OR EQ.) FLOOR SINK MOP SINK w/ RISER <br /> b) WEATHERSTRIP: PEMKO#303-C-S NOTE: I BELOW & MOP HANGER 0 <br /> c) AIR CURTAIN: BERNER#SLC07-1042A w/9503SDO20-P DOOR SWITCH DIMENSIONS ARE FOR - i"111 , 0 (� <br /> d) LOCK OPEN: PRC FABRICATED AND INSTALLED DOORS ONLY, FRAMES ---------� CUSTOM S.S.SPLAARE NOT INCLUDED. IGUARD-TYP. I - - O <br /> \ 34"A.F.F. , m a CD : <br /> \� MAX. _ 0 <br /> STORAGE / <br /> 0( 0 _ _ UTILITY CHASE <br /> A- .1 -1 . <br /> STRUCTURAL DESIGN --- <br /> W <br /> - SEE SHEETS A-2 & A-3 FOR INTERIOR AND EXTERIOR FINISH SCHEDULES - 0 <br /> O Cn I I QUARRY TILE <br /> COMPONENT DESCRIPTION SPECIFIC MATERIAL LIST NOTES o o Q 1 , w I I _ • \� O <br /> FOUNDATION /FLOOR DECK Q �, N 1 (D p "' 3g ~ � J Q <br /> II Q <br /> PERIMETER FRAMEWORK STRUCTURAL STEEL L 6"x6"x5/16" > LU I� w m w z <br /> C-14 0 > N <br /> REINFORCEMENT REBAR MAT DESIGN #4 MIN. GRADE 60 TOP: 8" O.C. EACH WAY BOT: 16" O.C. EACH WAY Q B — L — — — �— Q O <br /> O o - - - - a M <br /> CONCRETE 8" MAT DESIGN DESIGN BASIS IS MIN. 2500 PSI WITH INTEGRAL ADDITIVES FOR NOTE#1 _ __J <br /> V <br /> MOISTURE, STAINING & CORROSION RESISTANCE N oo I N w C N <br /> REBAR CONNECTION TO STARTER BARS RED HEAD A7+ EPDXY (OR EQUAL) USE OF ADHESIVE N M o I w 2-4 0 �' co <br /> C) Q Lu O PTAC WALL UNIT _ Q 7 o <br /> CONCRETE SLAB CONNECTION TO ANCHORAGE SYSTEM BY N N I u- >- ABOVE -TYP. M <br /> CONCRETE SLAB SHALL PROVISIONS OF CODE 2'0" 0° 0 <br /> BE WITH 2 PART EPDXY REPORT ESR-3903 AND L —TYP.— — Q U) <br /> @ 5" DEPTH MANUFACTURER a z <br /> RECOMMENDATIONS ------===n 2'_4n Ia O <br /> I I O <br /> WALLS O 3" 3'-11/2" T-7112" L <br /> 0 <br /> 4 R.O. <br /> FRAMING (EXT.) I <br /> TO 7'-4" C.M.U. BLOCK 4x8x16 CONCRETE BLOCK. GROUT EVERY CELL w/(2)9 GA. WIRES USE TYPE 'S' FINE GROUT w/ /,f, 34"A.F.F. 34"A.F.F. �? \ <br /> FOR HORIZONTAL JOINT REINFORCEMENT @ 8" O.C. &#3 REBAR A SLUMP OF 10"-11" FOR A v <br /> @ 8" O.C. VERTICAL, USE TYPE 'S' FINE GROUT. "HIGH LIFT" GROUT POUR. MAX. \ CONCESSION MAX. , <br /> GROUT POUR HEIGHT NOT \ o <br /> TO EXCEED 12'-8" Q <br /> � o A S.S. COUNTERTOP, FRAME � <br /> CAP BEAM STEEL HSS 5 x 4 x 1/4/ HSS 5 x 4 x 1/2 (A1085/A 500 Grade B) I ---------] r; & KNEE BRACES-TYP OF 5 U <br /> ABOVE CAP BEAM WOOD 2x8 DF#2 OR BETTER STUDS @ 16" O.C. - U.N.O. I �_________ (6 <br /> I 9'-01, U <br /> Ali <br /> FRAMING (INT.) <br /> 2x6 WOOD FRAMED WALLS WOOD 2x6 DF#2 OR BETTER STUDS @ 16" O.C. \ AIR CURTAINj l n n CCM <br /> 00 2x4 WOOD FRAMED WALL WOOD 2x4 DF#2 OR BETTER STUDS @ 16" O.C. \o Q ABOVE Q q / G <br /> ii 34"A.F.F. ii I ii 4- <br /> / <br /> FURRING o/C.M.U. WOOD 2x4 DF#2 OR BETTER P.T. STUDS @ 16" O.C. ii MAX. z <br /> SHEATHING STRUCTURAL ONLY 0 <br /> This certification is for structural dei All other matters of code <br /> compliance including but not limited to allowable area,fire resistance,and <br /> ALL FRAMED WALLS (EXT.) WOOD 7/16" O.S.B. SHEATHING C — egress are the responsibility of others. <br /> — <br /> ALL FRAMED WALLS (INT.) WOOD 7/16" O.S.B. SHEATHING BOTH SIDES - U.N.O. NOTE#2 A I A <br /> SHEATHING o/ FURRING WOOD 3/4" PLYWOOD SHEATHING OQ�pFESS/0� z <br /> �G J TpM,o O_ <br /> ROOFco <br /> BEAM WOOD 5 1/2"x 7 1/2" GLULAM 24F-V8 DF/DF <br /> 70218 m <br /> E 09-30-2020 LLI <br /> RAFTERS WOOD 2x8 DF#2 OR BETTER @ 24" O.C. — r 000— U <br /> LOOKOUTS WOOD 2x8 DF#2 OR BETTER @ 24" O.C. �9T C IV 0- � z <br /> SHEATHING WOOD 5/8" O.S.B. TOP&3/4" PLYWOOD BOTTOM 3" 4'-0" 3'4" 12'-0" 3" CF CA1-\F� O <br /> 03/17/2020 f , <br /> FASCIA WOOD 2x8 DF#2 OR BETTER WRAPPED w/ 16 GA. FORMED STEEL 19'-10"SLAB OVERALL �J <br /> i <br /> MOD-1 &MOD-2 <br /> _ NTA,Inc.,305 N Oakland Ave <br /> NOTES: Nappanee,Indiana 46550 <br /> 2/A-2 These documents are applicable only to the elements and loading criteria <br /> specifically provided herein.These documents shall not be construed in any \� <br /> 1. INTEGRAL ADDITIVE FOR URINE AND MOISTURE RESISTANCE. w <br /> FLOOR PLAN ay to client <br /> any must <br /> v design any aspects b the local <br /> l a not authority <br /> ame <br /> herein.Specified design criteria are based solely on information provided by <br /> 2. PAINT WALL SHEATHING FOR MOISTURE PROTECTION (UTILITY CHASE SIDE) 1 <br /> the c lent an mus a verified an approve y e oca aut on y having <br /> jurisdiction.NTA,Inc.is not responsible for fabrication or erection.If Is <br /> suspected that these documents have been modified,substituted or altea red <br /> A-1 <br /> SCALE: 1 1/2"— '-0" in any way,contact NTA,Inc.at(574)773-7975 to obtain a file copy. <br /> DO NOT SCALE-DIMENSIONS PRESIDE <br /> 24x36 SHEET=SCALE AS NOTED <br /> 11x17 SHEET=NTS <br /> Q No. Description Date COPYRIGHT 2020, PUBLIC RESTROOM COMPANY THIS PUBLIC PROJECT OWNER: PROJECT NAME AND LOCATION: SHEET TITLE: Drawn by: NS / EVE Job No. 10338B = <br /> CONSTRUCTION DOCUMENTS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM Checked b KIM <br /> o RESTROOM COMPANY AND SHALL NOT BE y <br /> REPRODUCED, USED, OR DISCLOSED TO OTHERS COMPANY CITY of MANTECA NORTHGATE PARK - CONCESSION BUILDING FLOOR PLAN, STRUCTURAL <br /> 03/16/2020 EXCEPT A SAUTHORIZED B Y THE WRITTEN Building Better Places To Go. Current Date: 03/16/2020 A- 1 2587 Business Pkwy,Minden,NV 89423 Manteca, CA Manteca, CA DESIGN & SCHEDULESQ <br /> PERMISSION OF PUBLIC RESTROOM COMPANY Z <br /> Ph:888-888-2060 1 Fax:888-888-1448 Start Date: 02/03/2020 <br />