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Home My WebLink About25-Carmel IN-A6.1-A6.12 PIECE COMPRESSION COPING CAP (BRITE RED) BY DUROLAST 11I SLOPE TOWARDS ROOF INSTALL PER MFGR. SPECS IL 1 1/2" APA RATED SHEATHING W/ (2) COATS STO-GOLD-20MIL TOTAL THICKNESS 2X SOFFIT FRAMING AT 16" O.C. MAX 50 MIL ROOFING MEMBRANE STO 1" DRAINABLE EXTERIOR INSULATED FINISH SYSTEM (E.I.F.S.) ADHESIVELY ADHERED W/ BACKING 10" BRICK -I INTERSTATE BRICK - MOUNTAIN RED - W/ ADJ. DES AT 24" O.C. HORS. AND 16° O.C. VERT. 2X6 STUDS AT W O.C. MAX. REFER TO STRUCTL PLANS AND DETAILS FOR SPACING AND ATTACHMENT DETAILS O WALL DETAIL EXTERIOR FABRIC AWNING & ALUM. FRAME BY AWNING MANUF. - AWNING MAN.F. TO PROVIDE CONNECTION TO STEEL COLUMN BELOW SEE DETAIL 2/A6.3 T.O. TRUSS BEAkO STRIP FIXTURES REFER TO REFLECTED CEILING PLAN SHEET A2 PROVIDED BY OWNERS VENDOR AND INSTALLED BY G.C. BRICK-1 INTERSTATE BRIC BACKER ROD & CONT. SEALANT AT WDW. PERIMETER (MOUNTAIN RED) - W/ AO TIES AT 24" O.C. HORIZ, ID 16" O.C. VERT. AWNING CONNECTION PLATE (BY AWNING MFGR.) - REF. DTL. 5/46.3 CASs STONE, EXTEND ROOFING OVER TOP OF STUD WALL 2 PIECE COMPRESSION COPING CAP (BONE WHITE) BY SURCEASE MTL-1 SLOPE TOWARDS ROOF INSTALL PER MFGR. SPECS 0. PLA E 2 A6.1 i \ / LEVATON - 120'-0" � STO 1" DRAINABLE EXTERIOR INSULATED . FINISH SYSTEM (E.LF.S.) ADHESIVELY ADHERED BRICK-2 INTERSTATE BRICK - MOUNTAIN RED - THIN VENEER METAL LATH (ATTACHED TO WALL SHEATHING PER STONE MFGR. SPECS.) OVER 15# FELT - MORTAR SETTING BED & MORTAR SCRATCH COAT (PER BRICK MFCR. SPECS.) 1/2' APA RATED WALL SHEATHING W/ (2) COATS STO-GOLD-20MIL CONTINUOUS WATER PROOFING TOTAL THICKNESS REFER TO STRUCTL. PLANS AND NOTES FOR NAILING REQUIREMENTS CONCRETE FOOTING (BEYOND) L�/��LLLI_ REFER STRUCTURAL BEYOND , Qa RELEASED FOR CONSTRUCTION - - - Subject to compliance with all regulations of State and meal Codes City of Camel dVT�T lonrJpDA� DATE: \ 04/03/19 CONTINENTAL CAST STONE, C TH., SMOOTH FACE CLOUD CERAMIC - EBONY IRONSPOT - SOLIDER COURSE TM OF BRICK SOLDIER COURSE LLVATON = 112=8 LEVATON = 11 \ 3/4" CONDUIT FOR PATIO SPEAKERS AND MOBILE ACCESS POINT. RUN CONDUIT INSIDE WALL AND TERMINATE ON THE INSIDE FACE OF GNP. BD. T.O. WAINSCOT STONE LEDGE LEVATON - 104' 0° 2 PIECE COMPRESSION COPING CAP (BRITE RED) BY DUROLAST MTL-1 SLOPE TOWARDS ROOF INSTALL PER MFGR. SPECS STD I" DRAINABLE EXTERIOR INSULATED FINISH SYSTEM (E.I.F.S.) ADHESIVELY ADHERED 1/2" O.S.B. SHEATHING SHIM TO SLOPE r 2X SOFFIT FRAMING AT W O.C. MAX 2X6 STUDS AT 16" O.C. MAX. REFER TO STRUCTL. PLANS AND DETAILS FOR SPACING AND ATTACHMENT DETAILS EXTEND ROOFING OVER TOP OF STUD WALL 4" CANT STRIP DURO-LAST WHITE 50 MIL REINF. THERMOPLASTIC ROOFING MEMBRANE OVER R24 RIGID INSUL. SIMPSON H2.5T CONN. AT 1. EA. TRUSS A R-19 BATT. INSUL. PRE- FAB ROOF TRUSSES, REFER STRUCTURAL / 1 AT DINING AREAS EXTEND 5/C GYP. BD.. TO ROTE OF ROOF DECK FINISH PER SHE A7 AND SCHED. \I� I WOOD HEADER LINTEL AWNING REF. STRUCT. TON - 109'-( CONT. CAULK AT WINDOW INTERIOR 8 PERIMETER A6.6 DARK BRONZE ALUM. STOREFRONT FRAMES w/ THERMAL BREAK — & 1" INSUL LOW "E" CLEAR GLAZING. RETURN GYP. BD. BEYOND AT HEAD AND JAMBS = CONT. CAULK, TYP. AT WDW INTERIOR = PERIMETER SOLID SURFACE SILL FEE 3/A7 B.O. WDW. R.O. A ELEVATION CONTINENTAL CAST STONE, SMOOTH FACE FACE 2X SOFFIT FRAMING AT 16° O.C. MAX 1/2" O.S.B. SHEATHING SHIM TO SLOPE SLOPE V 1 4 FT. 1L 1 2X4 FRAMING AT 16" O.C. MA%. 10" 1/2' APA RATED WALL SHEATHING W/ (2) COATS STO-GOLD-MIN. 20 ME THICK- REFER TO STRUCK. PLANS AND NOTES FOR NAILING REQUIREMENTS METAL LATH (ATTACHED TO WALL SHEATHING PER STONE MFGR. SPECS.) OVER 15d FELT MORTAR SETTING BED & MORTAR SCRATCH COAT (PER BRICK MFGR. SPECS) BRICK-2 INTERSTATE BRICK - MOUNTAIN RED - THIN VENEER 2X6 STUDS AT 16" O.C. MAX. REFER TO STRUCTL, PLANS AND DETAILS FOR SPACING AND ATTACHMENT DETAILS I III n WALL DETAIL AWNING CONNECTION PLATE (8Y AWNING MFGR.) - REF. D1L. 5/A6.3 BRICK-1 INTERSTATE BRI (MOUNTAIN RED) - W/ I TIES AT 24" 01 HORIZ. I6° O.C. VERT. CONTINENTAL CAST STONE, 4" TH., SMOOTH FACE < SLOPE SLAB n T.0 FIw9ICC �L'lOP I C— SLOPE STAB AT 2% MAX I 2% MAX a II II III III -III- CONCRETE FOOTING (BEYOND) REFER STRUCTURAL I 11 I, II II -III OWALL SECTION 3/4"= - ,� - I -- - - - - - - - - EXTEND ROOFING 1 OVER TOP OF STUD WALL A6.2 SHIM O.S.B. SHEATHING SHIM TO SLOPE O. PLATE LEVATION = 122'-0', WISTRUCTIL. I2X SOFFIT FRAMING AT 16" O.C. MAX 1/2" WALL SHEATHING W/ WATER RESISTIVE BARRIER - REFER TO STO I" ORAINABLE EXTERIOR INSULATED PLANS AND NOTES FOR FINISH SYSTEM (E.I.FS) ADHESIVELY NAILING REQUIREMENTS ADHERED EXTEND ROOFING OVER TOP OF BRICK-2 INTERSTATE BRICK - STUD WALL MOUNTAIN RED - THIN VENEER _ 2%6 STUDS AT 16" O.C. MAX. REFER TO 1/2" APA RATED WALL SHEATHING W/ (2) STRUCTL. PLANS AND DETAILS FOR COATS STO-GOLD-20MIL CONTINUOUS SPACING AND ATTACHMENT DETAILS WATER PROOFING TOTAL THICKNESS REFER \ TO STRUCK. PLANS AND NOTES FOR NAILING REQUIREMENTS TIC NATION = 111'-0" 3/4" CONDUIT FOR PATIO SPEAKERS AND MOBILE ACCESS POINT. RUN CONDUIT INSIDE WALL AND TERMINATE ON THE INSIDE FACE OF GYP. BD. STRIP FIXTURES REFER TO REFLECTED CEILING PLAN SHEET A2 PROVIDED BY OWNERS VENDOR AND INSTALLED BY G.C. BACKER ROD &CONT . SEALANT AT WDW PERIMETER CONTINENTAL CAST STONE, SMOOTH FACE AT.O. WAINSCOT STONE LEDGE LLVAT �1 CONTINENTAL CAST STONE, 4° TH., SMOOTH FACE 'MORTARNET BRAND, MORTAR NET COLLECTION SYSTEM TO EXTEND UP TO FIRST ANCHOR CONTINOUS FLEXIBLE FLASHING ADHERE TO PLYWO WITH QUADRO-VENT, WEEP SYSTEM (HOHMANN & BARNARD) ® 24" O.C. AT.O FINISHED FLOOR 1/2" EXPANSION MATERIAL W/ SELF LEVELING JOINT SEALING COMPOUND GROUT SOLID Op WALL SECTION 3/4" - 1'-O" 4" CANT STRIP SUED LAST WHITE 50 MIL REINF. THERMOPLASTIC ROOFING MEMBRANE OVER �.2A�IG10-WSUL _ $IMPSON H2.57 CONN. AT EA. TRUSS / R-19 BATT. IN UL. \ AT DINING ACRE EXTEND 5/8" GYP. GO, i0 SOFT. F ROOF DECK FINISH PER SHE A7 NO SCHED. WOOD HEADER LINTEL - REF. SIRUCT. 7� CONT. CAULK T WINDOW INTERIOR PERIMETER 8 I A6.6 _ G DARK BRONZE LUM. STOREFRONT FRAMES w/ TH RMAL BREAK & 1" INSUL L W "E° CLEAR GLAZING. RETURN GYP. 0. BEYOND AT HEAD AND JAMBS CONS'. CAULK, DR. AT WDW. INTERIOR SOLE IDSURFAC SILL REF. 3/A7 LLLVHIIVIV = IV9 -t QTA'—O" /8" GYP. BD., FINISH PER PLAN AND CHEO. PRO I E 5/8° PLYWD. TO A.F.F. AT BOOTH LOCATIONS I11 2 0 III `I �Illl�lli-1 _ 10 MIL VAPOR BARRIER 2" THICK PERIMETER INSUL. CONCRETE SLAB & FOUNDATION I. WALL - REFER TO STRUCTURAL FOR SIZE & REINF. A THE DESIGN AND DETMLS DISCLOSED HEREIN ARE THE EXCLUSIVE PROPERTY OF WINTER ARCHITECTS INC. AND SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT ITS PRIOR WRITTEN CONSENT. DAN WINTER, ARCHITECT �N 1L 1 m Q C) z Zn L U V - 002 � � Q z v 'LL `U) will PRE- FAB R00_ -PHI- .- REFER STRUCi6F'A_ LU W LL slf"Q,pVfAOMDIII ®?A T�� L' AH19 00 �'T'Ot Fi' VZ Xb R. plF, sV mearan WINTER ARCHITECTS 1024 EAST FIRST STREET WICHITA, KS. 67214 PH. 316-267-7142 PROJECT ARCHITECT: RODGER BAKER EXTERIOR WALL SECTIONS DATE 11/7/2018 DW SHEET NO. Mail