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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - A5 - BUILDING SECTIONST.O. FLOOR SLAB 0' -0" T.O. PARAPET 22' -4" T.O. PARAPET 22' -4" TOWER PEAK 33' -4" 1 A6 SUSPENDED ACOUSTICAL TILE CEILING A6.1 4 A6.2 1 BACK OF PARAPET BEYOND RAINSHIELD ROOF DECK & INSULATION RF2 STU1 OVH2 DS2DS2EQEQ SCJ 8" MIN. WALL HYDRANT2' - 0" 2' - 10" 2' - 10"A9. 1 3 SELF SERVICE WALK-IN REFRIG. 38 RETAIL AREA 35 COFFEE 33 17' - 5 1/2" JST. BRG. MID FRONT AP5 T.O. FLOOR SLAB 0' - 0"JST. BRG. REAR 16' -4 3/ 4"JST. BRG. FRONT 17' - 10"T. O. PARAPET 22' -4" SUSPENDED ACOUSTICAL TILE CEILING RETAIL WALK- IN REFRIGERATOR SLOPE:17 A3. 1 1/ 4" / 12"A6.1 2 RETAIL WALK-IN BEER COOLER RETAIL WALK-IN REFRIG. 37 RETAIL AREA 35 4' - 5 1/2"GOOSE LOGO SIGN WAWA" LOGO SIGN ONE LAYER HIGH-DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE LAP SIDING PER FINISH SCHEDULE SPACER SLEEVE AT EACH ANCHOR, AS SHOWN 5/ 8" FRT PLYWOOD BEHIND SIGNAGE 8" METAL STUDS 1/4"- 20 ANCHOR BOLT TO BE DETERMINED BY WALL TYPE 2" X 2" X 1/8" STEEL ANGLE, TYP LISTED DISCONNECT SWITCH TRANSFORMER BOX LED POWER SUPPLY TO PRIMARY SOURCE 1/2" LISTED FLEX (LIQUID TIGHT SHOWN)1/4"- 20 ANCHOR BOLT TO BE DETERMINED BY WALL TYPE 2" X 2" X 1/8" STEEL ANGLE, TYP LISTED DISCONNECT SWITCH TRANSFORMER BOX LED POWER SUPPLY TO PRIMARY SOURCE 1/2" LISTED FLEX ( LIQUID TIGHT SHOWN) 1/2" LIQUID TIGHT CONNECTOR ANCHOR PER MFR.SPACER SLEEVE AT EACH ANCHOR, AS SHOWN 1/2" LIQUID TIGHT CONNECTOR ANCHOR PER MFR.SPACER CUT ANGLE SHALL MATCH LAP SIDING SLOPE. PROVIDE LIQUID TIGHT MASTIC, TYP NOTE: TRANSFORMER BOXES TO BE LOCATED ABOVE CEILING AND BELOW ROOF DECK. NO ROOF OR PARAPET PENETRATIONS ALLOWED. EQ EQ DOWNLIGHT.RE: ELECTRICAL 6" METAL FRAMING @ 16" O. C., TYP 12" WIDE SOFFIT PANELS CENTER DOWNLIGHT ON SOFFIT PANELS 1-1/ 2" 18 GA FURRING SOFF T.O. CLERESTORY 13' - 6"GWB TO UNDERSIDE OF DECK ( TYP.) ALL VESTIBULE WALLS INSULATE VOIDS AT BEAM R30 BATT INSULATION SPRAY ALL VOIDS WITH FOAM SEALANT RIGID INSULATION ( TYP.)RE: ROOF PLAN, SHEET A3 METAL DECK. RE: STRUCTURAL 8" METAL STUDS TYP.)RE: STRUCTURAL 8"- 16 GA METAL STUDS @ 24" O.C.5/8" M.R. GWB CEILING 7/8" STUCCO FINISH OVER 3.4# SELF- FURRING GALVANIZED METAL LATH OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/ 8" EXTERIOR GRADE PLYWOOD SHEATHING. RE: EXTERIOR ELEVATIONS STEEL BEAM.RE: STRUCTURAL 8" METAL STUDS @ 16" O.C.WRAP ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER AND ONE LAYER BUTYL RUBBER MEMBRANE BARRIER UNDER BOTTOM OF SOFFIT AND INTO STOREFRONT ROUGH OPENING STOREFRONT 5/8" EXTERIOR GRADE PLYWOOD A STEEL TUBE. RE: STRUCTURAL 5/8" PLYWOOD B.O. OVERHANG 9' -0" 7/8" STUCCO FINISH OVER 3.4# SELF FURRING GALVANIZED METAL LATH OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/ 8" EXTERIOR GRADE PLYWOOD SHEATHING RE: EXTERIOR ELEVATIONS AZEK TRIM (BEYOND)RE: EXTERIOR ELEVATIONS CEMENTATIOUS TRIM ( BEYOND)RE: EXTERIOR ELEVATIONS EXTEND ROOFING MEMBRANE UP WALL MIN. 8" VERT.TAPERED INSULATION BOARD METAL DECK RE: STRUCTURAL LIGHT GAUGE METAL FRAMING RE: STRUCTURAL 1 1/ 2"- 18 GA FURRING@12" O.C.SOFFIT RE: EXTERIOR ELEVATION SCHEDULEWRAP ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER AND ONE LAYER BUTYL RUBBER MEMBRANE BARRIER UNDER BOTTOM OF SOFFIT AND INTO STOREFRONT ROUGH OPENING HEADER RE: STRUCTURAL 5/8”PLYWOOD SHEATHING R30 BATT INSULATION 8”METAL STUDS @ 16”O.C. GWB TO UNDERSIDE OF DECK (TYP.) ALL EXT. WALLS A3.1 20 A3.1 9 SIM. 28 A3.1 TUBE STEEL BEAM RE: STRUCTURAL 1/2”GWB STOREFRONT R30 BATT INSULATION 8” METAL STUDS @ 16”O.C. LIGHT FIXTURE RE: ELECTRICAL UNVENTED SOFFIT THIS AREA 2' - 2"CONT. P.T. WOOD BUCKS SHALL BE ATTACHED USING HILTI KWIK-PRO SELF DRILLING SCREWS S-WW 14X20X2-3/ 4” PFH # 4 WINGS @ 18”O.C.6SHEET TITLECLIENT NAMEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory andother reserved rights, including the copyright thereto. Any use orreproduction of this document without written permission from C & P is