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HomeMy WebLinkAbout26-Carmel IN-A6.2-A6.2AT.0. PLATE EVADE STO 1" DRAINABLE EXTERIOR NSULATED FINISH SYSTEM (E.I.F.S.) ADHESIVELY ADHERED 2 PIECE COMPRESSION COPING CAP (BRITE RED) BY DUROLAST MTL-1 SLOPE TOWARDS ROOF INSTALL PER MFGR. SPECS SLOPE 1 4 FT. 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 1L \ 1 2X4 FRAMING AT W O.C. MAX. 10" 1/2" APA RATED WALL SHEATHING W/ (2) COATS STO-GOID-MIN. 20 MIT THICK- REFER TO STRUCK. PLANS AND NOTES FOR NAILING REQUIREMENTS - METAL LATH (ATTACHED TO WALL SHEATHING PER STONE MFGR. SPECS.) OVER 15,9 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 STRUCK. PLANS AND DETAILS FOR SPACING AND --.i, ATTACHMENT DETAILS 7 O WALL DETAIL SIM. A6.2 / \ LE PLATE L— LEVATION = 122 -0' � STO 1" DRAINABLE EXTERIOR INSULATED FINISH SYSTEM (E.I.F.S.) ADHESIVELY ///"'✓ ADHERED CONTINENTAL CAST STONE, 2" TH., SPLIT FACE FRY STUCCO SIX REGLET PAINTED TO — MATCH EIFS 1/2" APA RATED WALL SHEATHING W/ (2) COATS STO-GOLD-20MIL CONTINUOUS WATER PROOFING TOTAL THICKNESS REFER TO STRUCTL. PLANS AND NOTES FOR NAIUNG REQUIREMENTS DURO-LAST WHITE 50 MIL REINF. THERMOPLASTIC ROOFING MEMBRANE OVER R24 RIGID INSUL. RELEASED FOR CONSTRUCTION B ROOF TRUSSES, Subject to compliance with all regulations TRUCTURAL of State and meal Codes City of Camel dVT�B lonrJNDA� DATE: \\ 04/03/19 i DURALAST VINYL -COATED METAL DRIP EDGE. COLOR - BONE WHITE 1-1/2"xl-1/2" BLOCKING STO 1" DRAINABLE EXTERIOR INSULATED FINISH SYSTEM (ELF$.) ADHESIVELY ADHERED 2X SOFFIT FRAMING AT 16" O.C. MAX 2X6 SUDS AT 16" O.C. MAX. REFER TO STRUCK. PLANS AND DETAILS FOR p \ SPACING AND ATTACHMENT DETAILS EXTEND ROOFING OVER TOP OF STUD WALL 2X6 WOOD STUDS AT 16" ON CENTER REFER TO STRUCTL. DETAILS FOR CONNECTIONS 4" CANT STRIP O WALL SECTION 3/4" - I DURO-LAST WHITE 50 MIL RETIRE. THERMOPLASTIC ROOFING MEMBRANE OVER R24 RIGID INSUL 5/8" PLYWOOD ROOF SHEATHING REFER TO STRUCTL. PLANS AND NOTES FOR NAILING REQUIREMENTS O. PLATE LEVAnOIN = 120'-0" 1 I \ STO 1" DRAINABLE EXTERIOR INSULATED / FINISH SYSTEM (E.I.F.S.) ADHESIVELY / ADHERED SEALANT OVER BACKER ROD BRICK-1 INTERSTATE BRICK - MOUNTAIN RED - W/ ADJ. TIES AT 24' O.C. HOPE AND 16" O.C. VERT 1/2" APA RATED WALL SHEATHING W/ (2) COATS STO-GOLD-MIN. 20 ME THICK- REFER TO STRUCTL. PLANS AND NOTES FOR NAILING REQUIREMENTS = 114-4" I 1 1 —i BKICK-31 CLOUD CERAMIC - EBONY IRONSPOT SOLIDER COURSE O O .LB TM OF FNBRICK SOLDIER COURSE O LEVA CT.O. TRUSS BEARING LEO PUN - FIRE BLOCKING IN WALL FRAMING WHERE REQUIRED BY CODE — BRICK-3 INTERSTATE BRICK (MOUNTAIN RED) - W/ ADJ. DES 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 CONTINENTAL CAST STONE, SMOOTH FACE AT.O. WAINSCOT STONE LEDGE LE VA ON = 104'-0° CONTINENTAL CAST STONE, 4" TH., SMOOTH FACE C SLOPE .O T. 1.FINISHED FLOOR _ 29. MI LEVATION - 100'-0" 4" CANT STRIP DURO-LAST WHITE 50 MIL PF'NF THERMOPLASTIC ROOFINr ,ANE OVER R24 RIGID INSUL PRE- FAB ROOF TRUSSES, REFER STRUCTURAL 2X8 CEILING JOIST AT 16' O.C. TYPE X GYP. BE. COUNG AT A-O" ABOVE FINISH FLOOR R-19 BATT. INSUL. 5/8' GYP. BD. FINISH PER PLAN & SCHEDULE —I I"FI— I" 2'-0" l i l T ' 1/2" EXPANSION MATERIAL W/ MEL Fi SELF LEVELING JOINT SEALING MIN. 5" SAND FILL COMOUND 10 MIL VAPOR BARRIER 2pp THICK PERIMETER INSUL. CONCRETE SLAB & FOUNDATION WALL - REFER TO STRUCTURAL OR SIZE & REINF. © WALL SECTION 3/4.. = l' 1 A6.1 / \ T.O. PLATE \ LEVADON - 120'-0" T\1011 STO 1° DRAINABLE EXTERIOR INSULAT FINISH SYSTEM (E.I.F.S.) ADHESIVELY ADHERED \ BRICK-1 INTERSTATE BRICK (MOUNTAIN RED) - W/ ADJ. TIES AT 24" O.C. HOPE AND 16" O.C. VERT. 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 AT.O. TRUSS BEARING VT FIRE BLOCKING IN WALL FRAMING WHERE REQUIRED BY CODE BRICK-1 INTERSTATE BRICK (MOUNTAIN RED) - W/ ADJ, DES AT 24" O.C. HORIZ. AND 16" O.C. VERT, 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 CONTINENTAL CAST STONE, SMOOTH FACE AT.O. WAINSCOT STONE LEDGE EVADE CONIINENTAL CAST STONE, 4" TH., SMOOTH FACE 'MORTARNET BRAND, MORTAR NET COLLECTION SYSTEM TO EXTEND UP TO FIRST ANCHOR GLUTINOUS FLEXIBLE FLASHING ADHERE TO PLYWD. WITH QUADRO-VENT. WEEP SYSTEM (HOHMANN & BARNARD) 0 24" GO ATD. FINISHED FLOOR EVADE DRIVE THRU LANE WHERE DRIVE THIRD LANE DOES NOT REFER TO CIVIL DWGS, OCCUR REFER TO SECTION E/A6.1 FOR 1/2" EXPANSION MATERIAL CONCRETE SIDEWALK DETAILS W/ SELF LEVELING JOINT SEALING COMPOUND GROUT SOLID F WALL SECTION _1 2X SOFFIT FRAMING AT 16" O.C. MAX / 2X8 STUDS AT 16" O.C. MAX. REFER TO STRUCK. PLANS AND DETAILS FOR SPACING AND ATTACHMENT DETAILS EXTEND ROOFING OVER TOP OF STUD WALL 10d 7'Ai 1 /4' 5/8' PLYWOOD ROOF SHEATHING REFER TO STRUCTL. PLANS AND NOTES FOR NAILING REQUIREMENTS 4" CANT STRIP DURO-LAST WHITE 50 MIL REINF. THERMOPLASTIC ROOFING MEMBRANE OVEN I R24 RIGID INSUL. PRE- FAB ROOF TRUSSES, REFER STRUCTURAL SIMPSON H2.5T CONN. AT EA. TRUSS AT KITCHEN AREAS EXTEND PLYWOOD 6" ABOVE FINISHED CEILING PER SHEET AS AND FINISH SCHEDULE AT RESTROOM/VESTIBULE AREAS EXTEND 5/8" M.R. GYP. BD. TO BOTT. OF 5/8" TYPE X GYP. BD, ON CEILING AT DINING AREAS EXTEND 5/8' M.R. GYP. BE, TO FOR OF ROOF DECK FINISH PER SHE. A7 AND SCHED. R-19 BATT. INSUL. W STUDS AT 16' O.C. MAX SILL ANCHORS PER STRUCTURAL 2x TREATED WD. SILL BASE PER FINISH SEND. TILE FLOOR W/ CONT. LATICRETE #9235 WATERPROOF MEMBRANE REFER TO DETAIL 1/A1.3 !,MIN, 5" SAND FILL - 10 MIL VAPOR BARRIER 2" THICK PERIMETER INSUL. C ------ CONCRETE SLAB & FOUNDATION WALL - REFER TO STRUCTURAL FOR SIZE & REINF. 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 WRITTEN CONSENT. DAN HINTER, ARCHITECT N� 1� Q 0 U� Z Q z N = w U C C LL z Q v `IN ~ / II� II� UJ W Lim yAzlil ,pVfAOMDA®?A eB AH19 00'_ STA E // x'T'OT W` iW xb ui Hl £x;,AxV' 'V WINTER ARCHITECTS 1024 EAST FIRST STREET WICHITA, KS. 67214 PH. 316-267-7142 PROJECT ARCHITECT: RODGER BAKER EXTERIOR WALL SECTIONS DATE 11/712018 e]IPI SHEET NO. A6.2