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Home My WebLink About36-Carmel IN-A11-A11BOTTOM SIDE CE IP^n PLYWOOD DECK II II I NEW 2x8 JETS 0 16" O.C. MAX w/SIMPSON LUS28 EA. END ?HE-FAB WOOD TRUSSES — 5/8" GYP. BD. TYPE FIN. PER PLAN AND HEADER REF. SCHEDL. STRUCTURAL COME 2x8 LEDGER w/(4) 16d 0 EA. CONT CAULK, STUD. TYP. AT WOW PERIMETER DARK BRONZE ALUM. STOREFRONT CONTINUOUS FRAMES w/ THERMAL BREAK & 1" FIRE BLOCKING - INSET LOW "E" GLAZING W/ GREY TINTED EXTERIOR PANE (CENTER WOW. FRAME IN CENTER OF METAL STUD WALL BELOW) VESTIBULE DINING OCOOLER CONT CAULK, TYP. AT WDW INTERIOR PERIMETER SOLID SURFACE 05/8" GYP. BOARD FINISH ix WO. TRIM PLO. P-3 PER PLAN AND SCHEDULET.O WALL A EL =1p4-O Y EL. 5/B° GYP. 5/8" GYP. BOARD FINISH NO WALL FINISH BOARD FINISH r PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE I AXE WOOD STUDS 0 16" O.C. FOR WALLS RUNNING - - - - - - - - T_r— PARALLEL WITH TRUSSES, BOTTOM SIDE OF ROOF ATTACH TOP TRACK TO L BOTTOM SIDE OF ROOF PLYWOOD DECK 2x BLOCKING AT PLYWOOD DECK \ SIMPSON HTZ TRUSS CLIP ® MAXIMUM 32" ON 48" O.C. MAX. CENTER I I PRF.-FAB WOOD HOLD CONTINUOUS DBL. TOP BOTTOM CHORDS OF SIMPSON HTZ TRUSS CLI �P ® TRUSSES — PLATE DOWN (1 1/4' MAX.) TRUSSES 48" O.C. MAX. - PRE-FAJ WOOD TRUSSES SUSPENDED 2'x4', WSBAR GRID x4', r SUSIF-BAR GRID x4 T-BAR GRID SUSPENDED ACOUSTICAL CEILING TILE - SEE R.C.P. AND FINISH SCHEDULE - INSTALL PER ASTM C 635 & ASTM C 636 2X4 WOOD STUDS ® 16" O.C. HOLD CONTINUOUS DBL. TOP PLATE DOWN (1 1/4" MAX.) CONTINUOUS FIRE BLOCKING OFFICE 5/8" GYP. BOARD FINISH PER PLAN AND SCHEDULE — SUSPENDED ACOUSTICAL SUSPENDED CEILING TILE - SEE R.C.P. ACOUSTICAL AND FINISH SCHEDULE - CEILING TILE - INSTALL PER ASTM C 635 SEE R.C.P. AND & ASTM C 636 FINISH SCHEDULE r - INSTALL PER ASTM C 635 & I ASTM C 636 KITCHEN 2%8 WOOD STUDS® 0 16" O.C. 2X6 WOOD STUDS 01C O.C. KITCHEN BOTTOM SIDE OF ROOF PLYWOOD HE SUPTRACK SYSTEM SUSPENDED 2'x4', 'REF 'T'-BAR GRID TRUS I I SEE HOOD; DRAW NGS ' SUSPENDED ACOUSTICAL CONTI CEILING TILE - SEE FRE I R.C.P. AND FINISH SCHEDULE - INSTALL PER ASTM C 635 & ASTM C 636 KITCHEN 3 5/8" MR. STUDS 0 16" or R-19 BATT INSULATION 5, BI PI S( R-19 BATT. R-19 BATT. w R-19 BATT. o w o INSULATION INSULATION mcc NSULATION m \ Ln \ \ T.O. FINISHED FL^(_'^ T.O. FINISHED FLOOR T.O. FINISHED FLOOR, FL-100-0 w` eWALL PARTITON WALL PARTI110N EL =100-0 o WALL PARTITION Lt. 100-0 WALL PARTITION P8 �c BOTTOM SIDE OF ROOF PLYWOOD DECK SIMPSON HTZ TRUSS CLII 48" O.C. MAX. HOLD CONTINUOUS DBL. PLATE DOWN (1 1/4" MP AB WOOD S SEE RC= HEE 14/ SUSPENDEL IT -BAR E SUSPENDED ACCUSED CEILING TILE - SEE R. AND FINISH SCHEDULE INSTALL PER ASTIIC ASTM C 636 �) HIGHS& LOCKING LOCKING m DINING KITCHEN PB 8" GYP. ARE FINISH R PLAN AND HEDULE NO WALL FIN S-® 2X4 WOOD STUDS ® 16" O.C. R-13 BATT. INSULATION DON'T. TREATED WD. ANCHORED TO SLAB X U27 P8 0 48" 0.( ®& m � FLOORING - REF. A1.3 ITI TO. FINISHED FLOOR EL.=100 -0 0. P8 WALL PARTITION P@ PI1 P1 Oa O 1'-0" a SCALE: 3/4" = l'-G SCALE: 3/4" - 1' 0" SCALE: 3/4" = V-0" SCALE: 3/4" - V, VV A A VV FOR WALLS RUNNING W FOR WALLS RUNNING PARALLEL FOR WALLS RUNNING PARAL4EF PARALLEL WITH TRUSSES, VATH TRUSSES, ATTACH TOP FOR WALLS RUNNING PARALLEL BOTTOM SIDE OF ROOF µITN TRUSSES, ATTACH TOP11 BOTTOM SIDE OF ROOF - BOTTOM SIDE OF ROOF ATTACH TOP TRACK TO 2x BOTTOM SIDE OF ROOF TRACK TO 2x BLOCKING AT BOTTOM SIDE OF ROOF W1H TRUSSES, ATTACH TOP TRACK PLYWOOD DECK TRACK TO 2x BLOCKING AT PLYWOOD DECK `.. PLYWOOD DECK BLOCKING AT MAXIMUM 32" ON PLYWOOD DECK MAXIMUM 32" ON CENTER PLYWOOD DECK TO 2x BLOCKING AT MAXIMUM 32 MAXIMUM 32" ON CENTER I I SIMPSON HTZ TRUSS CLIP 0 CENTER BETWEEN BOTTOM II BETWEEN BOTTOM CHORDS OF II ON CENTER BETWEEN BOTTOM BETWEEN BOTTOM CHORDS o'F SIMPSON HTZ TRUSS CLIP ® 48" O.C. MAX. CHORDS OF TRUSSES \II I TRUSSES CHORDS OF TRUSSES SIMPSON HR TRUSS CUP ® TRUSSES 148' O.0 MAX. HOLD CONTINUOUS DBL. TOP SIMPSON HTZ TRUSS CUP 0 SIMPSON IT 1, 48" O.C. MAX. PLATE DOWN (1 1/4" MAX.) 48" O.C. MAX. I TRUSS CLIP O x - - 48" O.C. MAX. u(h X1 n( V v m V Ffc HOLD CONTINUOUS PRE-FAB WOOD TRUSSES PRE-FAB WOOD TRUSH' PRE-FAB WOOD TRUSSES SU4 DEL TOP PLATE HOLD CONTINUOUS 'T- DOWN N 1/4" MAX.) HOLD CONTINUOUS DBL. TOP PLATE DBL. TOP PLATE SEE RCP SEE a 2x8 LISTS C 16" 01 DOWN (1 1/4" MAX,) ^h DOWN (1 1/4° MAX) SHEET A2 SHECT MA% w/SIMPSON �`I US28 EA. END NEW 2x8 LISTS ®16" SUSPENDED 2'x4', HOLD CON IINUOUS 2x8 JSTS 0 16" 2x8 LISTS ®16" O.C. 2x8 LISTS ®16° O.C. MAX DBL. TOP PLATE O.C. MAX O.C. MAX w/SIMPSON 'T'-BAR GRID rD 2'x,V IIr I PRE-FAB WOOD TRUSSES — ED 2'x4', GRID - MAX w/SIMPSON w/SIMPSON LUS28 EA. END NEW 2x8 LISTS 016 LUS28 EA END LUS28 EA. END SUSPENDED ACOUSTICAL 0 C MAX w/SIMPSON DOWN (1 1/4" MAX.) RID SEE RCPw/SIMPSON SUSPENDED CEILING TILE - SEE R.0 P TEE RCP AND FINISH SCHEDULE - INSTALL PER ASTM C 635 3HIAI A2 SEE RCP SEE RCP& ASTM C fi36 SHEET A2 SHEET A2 5/8" GYP. BD. TYPE 'X% FIN. 5/8" GYP. BD. TYPE CONTINUOUS CONTINUOUS PER PLAN AND SCHEDL 'X', FIN. PER PLAN FIRE BLOCKING FIRE BLOCKINGCONT. 2x8 LEDGER wA4) 16d AND SCHEDL. EA. STUD. 5/8" M.R. GYP. CONT. 2x8 LEDGER w/(4BOARD FINISH16d ® EA. STUD. PER PLAN AND SCHEDULE WTOILETS TOILETS TOILETS KITCHEN 5/8" M.R. GYP. D FINISH RPLAN 5/5" R. ARD PEER AND FIN SHMPER PLAN AND SCHEDULE SCHEDULE 2X4 WOOD STUDS I 2X4 WOOD STUDS ® 16" O.C. 6 R-13 BATT.PSJLAflON RELEASED FOR CONSTRUCTION o DNISHEDFlNISHeD FLooR} FIHSubject to compliance with all regulationsLION of State and meal Codes I 1 1City of Camel dVT�' lD+nr)nDA� DATE: \\ 04/03/19 R-13 BATT.INSULATION CA LTO. FINE ED P5 WALL PARTITION SCALE. 311 I LUS28 EA. END D ACOUSTICAL SHEET A2 LUS28 EA, END ACOUSTICAL CEILING TILE - 5/8" GYP. BD. TYPE 'X', FIN. PER PLAN AND SCHEDL CONTINUOUS CONTINUOUS FIRE CONE 2x8 LEDGER w/(4) FIRE BLOCKING BLOCKING 16d ®EA. STUD. 5/8" GYP. 3 3 BOARD FINISH 5/8" M.R. GYP. BOARD PER PLAN AND FINISH PER PLAN AND O - SCHEDULE SCHEDULE m m OTOILETS KITCHEN E� DINING ®HALL 5/8" GYP. BOARD FINISH PER PLAN ANT; SCHEDULE 2%6 WOOD STUDS 0 16" O.C. CEILING TILE - SEE R.C.P. AND FINISH SCHEDULE - INSTALL PER ASTM C 635 & ASTM C 636 KITCHEN 2%8 WOOD STUDS ® 16" O.C. 2X4 WOOD STUDS® 0 16" O C. �o TO FINISHED FLOOR EL=too D P4 p4a WALL PARTITION P3 P3a WALL PARTITION SCALE: 3/4 1 -f. 5/8" GYP. BD. TYPE 'X', FIN. PER PLAN AND SCHEDL. CONE 2x8 LEDGER w/(4) 16d 0 EA. STUD. — CONTINUOUS FIRE BLOCKING 5/8" GYP. BOARD FINISH PER PLAN AND SCHEDULE - HALL R-13 BATT. INSULATION 5/8" GYP, BD. TYPE 'X', FIN. PER PLAN AND SCHEDL CONT 2x8 LEDGER w/(4) 16d 0 EA. STUD. TOILETS 5/8" M.R. GYP - BOARD FINISH PER PLAN AND SCHEDULE 2X4 WOOD STUDS 0 16" O.C. Pz WALL PARTITION SCALE 3/4" Y-r:' SEE R.C.P. AND FINISH SCHEDULE - INSTALL PER ASTM C 635 & ASTM C 636 - 5/8" GYP \ BOTTOM SIDE ROOF ® PLYWOOD DECK SIMPSON HTZ TRUSS CLIP P 48" O.C; MAX. FOP - HOLD CONTINUOUS DBL. TOP PLATE DOWN (1 1/4" MAY T P8 P. )35 CONTINUOUS FIRE BLOCKING - COOLER 8" GYP. EOARD FINISH PER PLAN AND SCHEDULE PRE-FAB WOOD TRUSSES NEW 2x8 JSTS 0 1C 0 C 1L;- w/SIMPSON LUS28 EA. EEJ 5/8" GYP. BD. TYPE 'X, FIN. PER PLAN AND SCHEDL. CONE 2x8 LEDGER w/(4) 16d 0 EA. STUD. TOILETS 5/8" MR GYP. BD. FIN. PER PLAN AND SCHEDL. 2X6 WOOD STUDS 0 16" O.C. R-13 BATT. SILL INSULATION CON'T. TREATED WD. SILL x/HIED ANCHORED TO SLAB w/HILTI MAX. X-1127 PS ® 48" O.C. MAX. FLOORING - REF. AID T.O. FINISHED FLOOR EL =100 0 - OWALL PARTITION SCALE: 3/4' - 1' 0" 11HE DESIGN AND DETAILS DISCLOSED HEREIN ARE THE EXCLUSIVE PROPERTY OF WINTER ARCHITECTS INC. AND SHALL NCT BE CGPIED OR REPRODUCED IN WHOLE OR IN PART NITHDUi ITS PRIOR WRITTEN CONSENT. DAN WINTER, ARCHITECT N� li 'Q V m 0 U� Z Q z N = w U U. z Q U ~ / W PARTITION GENERAL NOTE: WHERE THE TOP OF THE STUD BOTTOM SIDE OF WALLS TERMINATEAGAINST PRIM AR` ROOF PLYWOOD DEC STRUCTURAL FRAMING ALim "DEFLECTION TRACK" SHOULD BE SLI PIRACK SYSTEM USED TO ALLOW FOR VERTICAL MOVEMENT ONE ROW OF THE RECOMMENDED HORIZONTAL BRIDGING SHALL BE PROPERLY INSTALLED BY MECHANICAL ATTACHMENTS TO EACH STUD AS CLOSE TO THE TOP AS POSSIBLE. SUSPENDED 2'x4', ANY TEMPORARY SCREWS FROM T-E ,,CIS MO)�A 'T'-BAR GRID TOP OTRACK TO THE hy �py"Q az- � p1S TA p 'taA METALL STUDSS1UD5 SHALL BE REMOVED SEE RCP AS SOON AS POSSIBLE TO ALLOW oa SHEET A2 VERICAL DEFLECTION OF THE Aa 19 00 PRIMARY FRAMING AND TO PREVENT STA E ++ DAMAGE TO THE STUD WALL. METAL STUDS SHOULD NEVER BE SUSPENDED ACOUSTICAL CEILING TILE - SEE ATTACHED DIRECTLY TO HORIZONTA STRUCTURAL FRAMING SYSTEMS R.C.P. AND FINISH 'WITHOUT A DEFLECTION TRACK OF INSTALL SCHEDULE - INS VERTICALLY SLOTTED CLIPS. PER ASTM C & WINTER ASTM C 636 FOR EXAMPLE: A 3/8" VERTICAL ARCHITECTS DEFLECTION IN THE PRIMARY STRUCTURAL SYSTEM CAN CAUSE A 1 024 EAST 12 FOOT HIGH METAL STUD WALL TO BOW MORE THAN 5 INCHES, FIRST STREET WICHITA, KS. 3 IN SOME CASES WOOD TRUSSES 67214 s CAN BREAK IF NOT ALLOWED TO DEFLECT NATURALLY WITH WOOD PH. 31 6-267-71 42 STUD WALLS TIGHT TO THE BOTTOM CORD. PROJECT KITCHEN BOARD FINISH WALL PER PLAN AND SCHEDULE PARTITIONS DATE 6" MTL. STUDS 0 11/7/2018 16" O.C. R-19 BATT. INSULATION RMW CHECKED BY: DW — X3 ® T0. FINISHED E _': EL= GF SHEET NO. WALL PARTMON <�a �� All SLAIF3/4"_