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HomeMy WebLinkAboutA5-26-DETAILS-Rev.62 " SINGLE-PLY ROOFING MEMBRANE SINGLE-PLY ROOFING MEMBRANE STRIP, WRAP AND WELD TO ROOFING MEMBRANE @ 12" O.C. MAX. LIGHTNING ROD CABLE SINGLE-PLY ROOFING MEMBRANE LIGHTNING ROD CABLE SINGLE PLY ROOFING MEMBRANE STRAP PROTECTION BOARD WELDS 1 1/2" E.I.F.S. ON 1/2" GLASS MAT SHEATHING 1/2" PLYWOOD SHEATHING STRUCTURE ARCHITECTURAL ASPHALT SHINGLES (2) LAYERS SELF ADHERED MEMBRANE UNDERLAYMENT 3/4" FRT PLYWOOD DECKING 1" ROOF DECK PREFINISHED 2-PIECE METAL COUNTERFLASHING METAL STEP FLASHING 8"STRUCTURAL STEEL STUD FRAMING 3 ADD #2 1/2" GLASS MAT SHEATHING WEATHER BARRIER 8" STRIP SELF ADHERED MEMBRANE FLASHING -LAP OVER ALUM. FLASHING 3/4" PPT PLYWOOD SHEATHING PPT WOOD BLOCKING PREFINISHED ALUMINUM FLASHING (EXTEND UP WALL 4") SELF ADHERED MEMBRANE UNDER ALUM. FLASHING STEEL STUDS ADD #2 3/4"3 BACKER ROD & SEALANT - WEEPS PER MFR REC. SEAL 3/8" GAP BTWN B.O. GYP SHEATHING & PLYWD 3 ADD #4 1"3/4" PPT PLYWOOD SHEATHING SELF ADHERED MEMBRANE - LAP OVER CLEAT ALUMINUM FLASHING CONT. ALUMINUM CLEAT FASTENED TO PLYWOOD AT 12" O.C. CONT. ALUMINUM J-MOLD TRIM SELF ADHERED MEMBRANE - LAP OVER J-MOLD E.I.F.S. PROFILE (VARIES) ON 1/2" GLASS MAT SHEATHING CONT. SEALANT 3 ADD #2 SINGLE-PLY ROOFING MEMBRANE STRIP, 2" WIDE, WRAP AND WELD TO ROOFING MEMBRANE @ 12" O.C. MAX. AIR TERMINAL SINGLE-PLY ROOFING MEMBRANE STRAPS - WELDED IN PLACE CABLE ISOMETRIC VIEW SINGLE-PLY ROOFING MEMBRANE PROTECTION PAD WELD TO FIELD OF ROOFING MEMBRANE AIR TERMINAL BASE PLATE BASE PLATE CABLE SECTION AT ROOF MOUNTED TERMINALS WELDS SINGLE-PLY ROOFING MEMBRANE PROTECTION BOARD SINGLE-PLY ROOFING MEMBRANE PAD -WELD TO FIELD OF ROOFING MEMBRANE NOTE: LIGHTNING PROTECTION DETAILS CONTAINED HEREIN ARE FOR ROOFING/WATERPROOFING PURPOSES ONLY. SECTION AT WALL MOUNTED TERMINALS AIR TERMINAL SINGLE-PLY ROOFING MEMBRANE PAD - WELD TO FIELD OF ROOFING MEMBRANE SINGLE-PLY ROOFING MEMBRANE MOUNTING BRACKET-SET IN SEALANT AND ANCHOR TO WALL MOISTURE BARRIER OVER SHEATHING 3 3 3 ADD #2 SINGLE PLY ROOFING SYSTEM ON PROTECTION BOARD PRECAST CONCRETE DECK - ORIENTATION VARIES TAPERED INSUL. SINGLE PLY FLASHING -ADHERE PER ROOFING MANUFACTURER'S RECOMMENDATIONS METAL CAP FLASHING TREATED WOOD SLEEPERS -ANCHOR TO DECK WELD LEVEL 1 0' - 0" 20 FACE OF DOCK, BEYOND 6' - 4 3/4" 8" SLOPE SLAB AWAY FROM BUILDING @ 1/4" / FT MAX 4' - 0"TRENCH DRAIN 3 3 ADD #2 ADD #2 8 3/4" GALVANIZED 42" TALL REMOVABLE GUARDRAILS, SET IN 6" DEEP GALV OR 316 SS PIPE SLEEVES, TYP. 20 RFI #137 LEVEL 1 0' - 0" DOCK LEVELER LEVEL 1 0' - 0" 2 A4-02 LEVEL 1 203' - 0" EXISTING GARAGE LEVEL -3' - 7 3/4" GALVANIZED STEEL GUARDRAIL 4" SPHERE SHALL NOT PASS BETWEEN VERTICAL BALUSTERS EMBED GUARDRAIL POST MIN 4" W/ NON- SHRINK GROUT CONCRETE STRUCTURE 4"3'-6" MIN.SLOPE LEVEL 1 0' - 0" F LEVEL 1 203' - 0" EXISTING GARAGE LEVEL -3' - 7 3/4"3'-6" MIN.SLOPE GALVANIZED STEEL GUARDRAIL 21" SPHERE SHALL NOT PASS BETWEEN HORIZONTAL RAILS EMBED GUARDRAIL POST MIN 4" W/ NON- SHRINK GROUT CONCRETE STRUCTURE 4" DRAWING NO. DATE GSB PROJECT NO. DRAWING TITLE 3555 NW 58TH Street Suite 700-W Oklahoma City, OK 73112 T: 405.848.9549 F: 405.848.9783 www.gsb-inc.com Copyright ©GSB, Inc A5-26 08/27/18 DETAILS 171528 CARMEL, INCARMEL, IN 2018 ARCHITECT GSB, INC 3555 NW 58th Street, Suite 700W Oklahoma City, OK 73112 405 / 848-9549 CIVIL ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 STRUCTURAL ENGINEER StructurePoint 7260 Shadeland Station Indianapolis, IN 46256 317 / 547-5580 MEP ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 INTERIOR DESIGNER HBA Hirsch Bedner Associates 171 17th Street NW, Suite 600 Atlanta, GA 30363 404 / 873-4379 FOOD SERVICE CONSULTANT Ricca Design Studios 5325 South Valentia Way Greenwood Village, CO 80111 303 / 928-1333 ISSUED FOR CONSTRUCTION 6" = 1'-0"A5-26 1 LIGHTNING ROD CABLE ANCHORAGE 3" = 1'-0"A5-26 6 RAKE DETAIL-MANSARD ROOF TO WALL 12" = 1'-0"A5-26 3 FLASHING DETAIL 12" = 1'-0"A5-26 4 FLASHING DETAIL 3" = 1'-0"A5-26 2 LIGHTNING ROD 1 1/2" = 1'-0"A5-26 7 WALL CAP 3" = 1'-0"A5-26 8 EQUIPMENT SUPPORT 3/4" = 1'-0"A5-26 9 DOCK DETAIL 3/4" = 1'-0"A5-26 10 DOCK LEVELER 3 ADD #2 8 5/A5-26 OMITTED 7/A5-26 OMITTED8 3/4" = 1'-0"A5-26 5A GUARDRAIL DETAIL - NORTH SIDE OF DOCK 3/4" = 1'-0"A5-26 5B GUARDRAIL DETAIL - SOUTH SIDE OF DOCK NO. DATE DESCRIPTION 1 08/27/2018 Issued for construction 3 12/03/2018 General Revisions 8 03/22/2019 General Revisions 20 11/06/2019 General Revisions