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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - A6-2 - WALL SECTIONS AND DETAILST.O. FLOOR SLAB 0' -0" 8 T.O. PARAPET 22' -4" B.O. OVERHANG 9' -0" T.O. CLERESTORY 13' -6" CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8” EXTERIOR GRADE PLYWOOD SHEATHING 8" METAL STUD RE: STRUCTURAL R30 BATT INSULATION STOREFRONT SYSTEM 1/2" EXPANSION JOINT W / SEALANT, TYP SOFFIT STOREFRONT SYSTEM SHIM AS REQUIRED SINGLE PLY ROOFING SYSTEM. RUN UP WALL 8" MIN. A3.1 28 A3.1 17 TRIM BOARD, TYP RE: EXTERIOR ELEVATIONS A6.1 5 A9 30 LIGHTING FIXTURE, RE: ELECTRICAL A7 13 A7 19 STEEL BEAM. RE: STRUCTURAL INSTULATE VOIDS AT BEAMS SINGLE PLY ROOFING SYSTEM OVER RIGID INSULATION (TYP.) RE: ROOF PLAN, SHEET A3 STEEL BEAM RE: STRUCTURAL 1/2" GWB TO UNDERSIDE OF DECK 2X WOOD BUCK 1/2" GWB TUBE STEEL BEAM RE: STRUCTURAL CONCRETE SLAB RE: STRUCTURAL TERRAZZO FLOOR FINISH B.O. CLERESTORY 11' -0" SUSPENDED ACOUSTICAL TILE CEILING T.O. FLOOR SLAB 0' -0" F T.O. PARAPET 22' -4" INSULATE VOIDS AT BEAMS STEEL BEAM. RE: STRUCTURAL 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 PRE-CAST ADHERED MANUFACTURED STONE WATERTABLE/SILL SIGN, BY SIGN CONTRACTOR ADHERED MANUFACTURED STONE VENEER STOREFRONT SYSTEM EXTERIOR LIGHT FIXTURE. FIXTURE SHALL BE SECURED AGAINST MOVEMENT/ ROTATION. RE: ELECTRICAL ACCENT TRIM BEYOND, PER FINISH SCHEDULE. RE: SHEET A4 A3.1 12 STANDING SEAM METAL ROOF, RE: A4 ARCH EXTERIOR FINISH SCHEDULE 5/8" EXTERIOR GRADE PLYWOOD PRE-ENGINEERED ROOF TRUSS FRAMING, RE: STRUCTURAL TRIM BOARD TYP RE: EXTERIOR ELEVATIONS A9 10 R30 BATT INSULATION CONCRETE SLAB, RE: STRUCTURAL 5/8" M.R. GWB CEILING CEILING: 2X2 ACT A3.1 13 5/8" EXTERIOR GRADE FIRE RESISTANT PLYWOOD SHEATHING AT ENTIRE WALL SURFACE BEHIND SIGN A6 5 SOFFIT PANELS 2X6 HARDIE TRIM 3/4" PLYWOOD 8" MTL FRAMING @ 16" O.C. SINGLE PLY ROOFING SYSTEM OVER RIGID INSULATION (TYP.) RE: ROOF PLAN, SHEET A3 STEEL JOIST (BEYOND) RE: STRUCTURAL STEEL BEAM RE: STRUCTURAL 1/2" GWB TO UNDERSIDE OF DECK 5/8" EXTERIOR GRADE PLYWOOD SHEATHING ALL JOINTS, GAPS, OR SPACES LEADING FROM BUILDING/ VESTIBULE TO TOWER SHALL BE SEALED A7 15 8" -16 GA. MTL STUDS @ 16" O.C. 3/4" PLYWOOD DECKING 8" -16 GA. MTL STUDS @ 16" O.C. G T.O. FLOOR SLAB 0' -0" 1 T.O. PARAPET 22' -4" INSULATE VOIDS AT BEAMS STEEL BEAM, RE: STRUCTURAL CONCRETE SLAB, RE: STRUCTURAL TERRAZZO FLOOR FINISH 1/2" GWB TO UNDERSIDE OF DECK CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8” EXTERIOR GRADE PLYWOOD SHEATHING 1/2" EXPANSION JOINT W / SEALANT, TYP R30 BATT INSULATION A3.1 17 CEILING, 2 X 2 ACT A6.1 5 A6.2 5 ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8” EXTERIOR GRADE PLYWOOD SHEATHING PRESSURE TREATED PLYWOOD4' - 0"PRE-CAST ADHERED MANUFACTURED STONE WATERTABLE/SILL ADHERED MANUFACTURED STONE VENEER SINGLE PLY ROOFING SYSTEM OVER RIGID INSULATION (TYP.) RE: ROOF PLAN, SHEET A3 STEEL BEAM RE: STRUCTURAL *CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8” EXTERIOR GRADE PLYWOOD SHEATHING SIMPSON A-21 OR MIN. 22 GA. CONT. MTL SUPPORT BRACKET W/ HOLDING CAPACITY 5 LBS/LF. SIMPSON A-21 BRACKETS SHALL BE SPACED AT 16" O.C. OR (2) BRACKETS PER SILL PIECE. BRACKETS SHALL BE ATTACHED USING GALVANIZED SCREWS, PENETRATING STUD MIN 1" CONT. 8" HORIZONTAL STEEL STUD @ HT. 3'-0" A.F.F. AMICO SCREED, AMMWS-780-780, COLOR: WHITE SEALANT UNDER SCREED REQ.'D MINIMAL GAP PRE-CAST ADHERED MANUFACTURED STONE WATERTABLE/SILL ADHERED MANUFACTURED STONE VENEER 2.5# SELF-FURRING GALVANIZED METAL LATH MORTAR SCRATCH COAT AND SETTING BED ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8” EXTERIOR GRADE PLYWOOD SHEATHING 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 *AMICO SCREED, AMMWS-780-780, COLOR: WHITE SEALANT UNDER SCREED REQ.'D MINIMAL GAP PRE-CAST ADHERED MANUFACTURED STONE WATERTABLE/SILL ADHERED MANUFACTURED STONE VENEER 2.5# SELF-FURRING GALVANIZED METAL LATH MORTAR SCRATCH COAT AND SETTING BED ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8” EXTERIOR GRADE PLYWOOD SHEATHING SIMPSON A-21 OR MIN. 22 GA. CONT. MTL SUPPORT BRACKET W/ HOLDING CAPACITY 5 LBS/LF. SIMPSON A-21 BRACKETS SHALL BE SPACED AT 16" O.C. OR (2) BRACKETS PER SILL PIECE. BRACKETS SHALL BE ATTACHED USING GALVANIZED SCREWS, PENETRATING STUD MIN 1" CONT. 8" HORIZONTAL STEEL STUD @ HT. 3'-0" A.F.F. BOLLARD COVER 4-1/2" SLEEVE OVER 4" PIPE 44" BOLLARD COVER42" HIGH BOLLARD15/16" ANCHOR BOLT HOLE 4 1/2" 1/2" THICK BASE PLATE BASE PLATE (TOP VIEW) BOLLARD ELEVATION 4" SCHEDULE 40 PIPE 5/8" EXTERIOR-GRADE PLYWOOD SHEATHING OVER 8" METAL STUDS 7/8" THICK 3-COAT STUCCO FINISH IN ACCORDANCE WITH FLORIDA BUILDING CODE CHAPTER 25 & ASTM C926 ONE LAYER HIGH-DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER 3.4# SELF-FURRING METAL LATH INSTALLED IN ACCORDANCE WITH FLORIDA BUILDING CODE CHAPTER 25 STUCCO "BROWN" COAT, LEVELING COAT STUCCO "SCRATCH" BASE COAT OVER SELF FURRING METAL LATH STUCCO FINISH COAT RE: ELEVATIONS 7/8" TOTAL STUCCO THICKNESS ONE LAYER HIGH DENSITY POLYETHLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" PLYWOOD SHEATHING METAL FRAMING RE: STRUCTURAL 5/8" EXTERIOR PLYWOOD SHEATHING OVER METAL STUDS ONE LAYER HIGH-DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE MINIMUM 1 1/4" OVERLAP FIBER CEMENT LAP SIDING (COORDINATE WITH MFR'S CURRENT MIAMI-DADE NOA) EXPOSED FASTENER MIN. 0.075" SHANK X 2" LONG CORROSION RESISTANT METAL STUD FINISH NAIL (PIN) CONCEALED FASTENER MIN. NO. 8-18, Ø 0.375" HEAD X 1-3/4" LONG BUGLE-HEAD SCREW METAL STUDS NOTE:BOTH CONCEALED AND EXPOSED FASTENERS SHALL BE SPACED 7" O.C. MAX. VERICALLY AND 16" O.C. HORIZONTALLY SHEET 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 and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.4/16/2020 12:07:20 PMA6.2218071904-17-2020S.G.A.D.M.WALL SECTIONS AND DETAILSORANGE AVE. & KINGS HWY, FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020.00 STORE #5380-ORN04/17/2020 3/4" = 1'-0"A6.2 1 SIDE WALL SECTION 3/4" = 1'-0"A6.2 3 REAR WALL SECTION 3/4" = 1'-0"A6.2 4 SIDE WALL SECTION 3" = 1'-0"A6.2 5 STONE DETAIL @ SIDING 3" = 1'-0"A6.2 6 STONE DETAIL @ STUCCO NOTE: ALL EXTERIOR WALLS TO HAVE R-30 INSULATION 1 1/2" = 1'-0"A6.2 7 GENERATOR BOX BOLLARD DETAIL 1 1/2" = 1'-0"A6.2 8 STUCCO DETAIL (TYP.) 1 1/2" = 1'-0"A6.2 9 LAP SIDING HVHZ DETAIL Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020