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HomeMy WebLinkAbout24-Carmel IN-A6.0-A6.01 \ BRICK-1 INTERSTATE BRICK - MOUNTAIN RED - W/ ADJ. TIES AT 24' O.C. HOW AND W O.C. VERT. BRICK PILASTER (BEYOND AC.L. OF LIGHT FXTURE EVATIO CLOUD CERAMIC - EBONY IRONSPOT - SOLIDER COURSE TM OF BRICK SOLDIER COURSE LEVATION = 112' 8' EXTERIOR FABRIC AWNING & ALUM. FRAME BY AWNING MANUF. - AWNING MANUF. TO PROVIDE CONNECTION TO STEEL COLUMN BELOW SEE DETAIL 2/A6.3 ,LT.O. 1RU5S BEARING LEVATION = 1ll'-0" ,LB.O. AWNING LEVATIO BRICK PILASTER T.O. WAINSCOT STONE LEDGE LEVATION - 104-0" NENTAL CAST STONE, SMOOTH FACE CONTINENTAL CAST STONE, 4" TH., SMOOTH FACE 3'-0" .O. FINISHED FLOOR EVATIA .LTA� ;I�I�III�II. .- © WALL SECTION 3/4' - 1' O.. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel Ami,b la+xC)(VOA� DATE: 04/03/19 2X6 STUDS AT 16' O.C. MAX. REFER TO STRUCTL. PLANS AND DETAILS FOR SPACING AND ATTACHMENT DETAILS AT DINING AREAS EXTEND 5/8" GYP. BE, TO SOFT. OF ROOF DECK FINISH PER BUT. A7 AND SCHED. \� CONT. CAULK AT WINDOW INTERIOR / B \ PERIMETER 5 1/2" DARK BRONZE ALUM. STOREFRONT FRAMES w/ THERMAL BREAK & 1" INSUL. LOW "IC CLEAR GLAZING. RETURN GYP. BE. BEYOND AT HEAD AND JAMBS CONT. CAULK, TYR. AT WDW INTERIOR PERIMETER SOLD SURFACE WD. TRIM 5/8" M.R. GYP. BE, FINISH PER PLAN AND SCHED. PROVIDE 5/8" PLYWO. TO 4'-0" A.F.F. AT BOOTH LOCATIONS I / BRICK-1 INTERSTATE BRICK - MOUNTAIN RED - W/ ADJ. TES AT 24' O.C. HORIZ. AND 16" O.C. VERT — BRICK PILASTER (BEYOND) ,INFIXTURE L CLOUD CERAMIC - EBONY IRONSPOT - SOLIDER COURSE '$LEVATIO Of BRICK SOLDI' ER COURSE N = 112�-8 EXTERIOR FABRIC AWNING & ALUM. FRAME BY AWNING MANUF. - AWNING MANUF. TO PROVIDE CONNECTION TO STEEL COLUMN BELOW SEE DETAIL 2/A6.3 ,LT.O. TRUSS BEARING 1 FVADON = 1,Y-O" iLB.O. AWNING � LEVATIO L 4_0• STRIP LED FIXTURES, REFER TO REFL. CEILING PLAN SHEET A2 - PROVDED BY OWNERS VENDOR, WIRED AND INSTALLED BY E.C. BACKER ROD & CONT. SEALANT AT WDW. PERIMETER BRICK (BEYOND) CONTINENTAL CAST STONE, SMOOTH FACE T.O. WAINSCOT CAP STONE _ LEVADON = 104'-0" CONTINENTAL CAST STONE, 4" TH., SMOOTH FACE rLT.O. FlNISHED FLOOR EVATI 2 PIECE COMPRESSION COPING CAP (BONE WHITE) BY BALLAST MTL-H SLOPE TOWARDS ROOF INSTALL PER MFGR. SPECS STO 1" TRAINABLE EXTERIOR INSULATED FINISH SYSTEM (ELFS.) ADHESIVELY ADHERED SEALANT OVER BACKER ROD BRICK -I INTERSTATE BRICK - MOUNTAIN RED - W/ ADJ. TIES AT 24" O.C. HORIZ. AND 16" O.C. VERT. 1/2" APA RATED WALL SHEATHING W/ (2) COATS STO-GOLD-MIN. 20 ML THICK- REFER TO STRUCTL PLANS AND NOTES FOR NAILING REQUIREMENTS GOOSENECK LIGHT FIXTURE (BLACK) PROVIDE BLOCKING FOR ATTACHMENT ,LC.L OF LIGHT FIXTURE EVATO BRICK (BEYOND) % / BRICK-3------------------- CLOUD CERAMIC - EBONY IRONSPOT - - SOLIDER COURSE j$ OF BRICK SOLDIER COURSE LEVATION = 117-8" 2 A6.6 11 1/2" O.S.B. SHEATHING SHIM TO SLOPE 2X SOFFIT FRAMING AT 16" O.C. MAX / 2X6 STUDS AT 0FO MAX REFER STRUCTL PLANS AND DETAILAIL FIXt S SPACING AND � ATTACHMENT DETAILS EXTEND ROOFING OVER TOP OF STUD WALL iL1.0. TRUSS BEARING PRE- FAB ROOF TRUSSES, 1 REFER STRUCK L -� 1/2" APA RATED WALL SHEATHING All (2) COATS 1 STO-GOLD-MIN. 20 ML THICK- REFER TO STRUCTL. PLANS AND NOTES FOR NAILING REQUIREMENTS 1 WOOD HEADER LINTEL - REF. STRUCi. / T.O. DRIVE -THOU WDW. R.OA ELEVATION FIRE BLOCKING D WALL FRAMING WHERE REQUIRED BY CODE BRICK-3 INTERSTATE BRICK (MOUNTAIN = RED) - W/ ADJ. TIES AT 24" O.C.- HOR12. AND 16" O.C. VERT. READY ACCESS MODEL 275/ ELEC. SINGLE PANEL RUDER, 481 x 60" H R.O. MANUAL OPEN/SELF CLOSING - OPENS ON m r SODA MACHINE SIDE \ WRAP HEAD, JAMBS, AND SILL OF DRIVE THRU WINDOW WITH STAINLESS STEEL 1 S CONT, SEALANT AT WINDOW INTERIOR A6.6 I PERIMETER B.O. DRIVE-THRU 0, I ELEVATIOWDW LL / — III III © WALL SECTION CONTINENTAL CAST STONE, SMOOTH FACE 3 5/8" 6 5/8t-;1/8" AT.O. WAINSCOT CAP STONE EVATIO CONTINENTAL CAST STONE, 4" TH., SMOOTH FACE 'MORTARNET' BRAND, MORTAR NET COLLEC➢ON SYSTEM TO EXTEND UP TO FIRST ANCHOR CONTNOUS FLEXIBLE FLASHING ADHERE TO SLYWD- WITH QUADRO-VENT, WEEP SYSTEM (HOHMANN & BARNARD) 0 24" O.C. AT.O. FINISHED FLOOR LEVATI DRIVE THRU LANE � REFER TO CIVIL ENDS. 1/2" EXPANSION MATERIAL W/ SELF LEVELING JOINT SEALING COMPOUND GROUT SOLID WHERE DRIVE THRU LANE DOES NOT OCCUR REFER TO SECTION E/A6.1 FOR CONCRETE SIDEWALK DETAILS mom_ /�� Od 0 7"a.c. I DURO-LAST WHITE 50 MIL REINF. THERMOPLASTIC ROOFING MEMBRANE OVER R30 RIGS INSUL. 5/8' PLYWOOD ROOF SHEATHING REFER TO STRUCK. PLANS AND NOTES FOR NAILING REQUIREMENTS PRE- FAB REFER STf SUSPENDED CEILING AT 9'-0" ABOVE FINISH FLOOR 5/8" GYP, BE, FINISH PER PLAN AND SCHED. f G I R-19 BATT. INSUL. 5/8" PLYWOOD., FINISH PER PLAN - AND SCHEDULE willw/ 2X6 STUDS AT 16" O.C. MAX. REFER TO STRUCTL. PLANS AND DETAILS FOR SPACING AND ATTACHMENT DETAILS 4" : 51/2" Pill 5/8" ' 1 5/8' CEMENT BOARD q6.7 SILL ANCHORS PER STRUCTURAL 2x TREATED WO. SILL BASE PER FINISH SEND. / TILE FLOOR W/ CENT. LATICRETE R)235 WATERPROOF MEMBRANE REFER TO DETAIL 1/A1.3 Ll I " A i / 2 0 1 6" MIN. 5" SAND FILL 10 MIL VAPOR BARRIER THICK PERIMETER INSUL. - -�— CONCRETE SLAB & FOUNDATION _ WALL - REFER TO STRUCTURAL FOR SIZE & REINF. WALL SECTION THE DESIGN AND DETAILS 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 WRITIEN CONSENT. DAN WINTER, ARCHITECT N� 1� `Q 1'^ V m 0 C) Z a z LU N = w U_ C NCN Li LL z v `U) will ~ /A I1� LU LL yWx,f"Q,pVfA0 !".1A �ay¢IX 01 T��� L' AH A 00 - STA E WINTER Y ARCHITECTS 1024 EAST FIRST STREET WICHITA, KS. 67214 PH. 316-267-7142 PROJECT ARCHITECT: RODGER BAKER EXTERIOR WALL SECTIONS DATE 11/712018 .11M SHEET NO. A6.0