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HomeMy WebLinkAbout20210305_Addendum 2 ROOF BEARING 10'-4" (N) CANOPY T.O.S 12'-2 3/8" EXISTING FRAMING TO REMAIN TJI230x10" @ 24" O.C. ALIGN W/ EXISTING TRUSSES 1 3/4" x 16" LVL 2x6 @ 24" O.C., ALIGN WITH TRUSSES 3/4" ADVANTECH T&G SHEATHING, TYP. CONTINUOUS 2x BEARING PLATES AND BLOCKING EXISTING TRUSSES TO REMAIN 3/4" PLYWOOD STIFFENER PLATE AT ALL TRUSSES BELOW NEW CANOPY FRAMING +/- 3'-9 1/2" 2x4 FRAMING HUNG BELOW EACH JOIST, SUPPORT @ 48" O.C.5/8" OSB B (N) CANOPY T.O.S 12'-2 3/8" 10" 1/2" PLATE WELDED TO TUBE COLUMN FOR BEAM OFFSET (2) 1/2" DIA BOLTS @ 32" O.C. 1 3/4" x 10" LVL, CONTINUOUS 10" TJI JOISTS 3/4" ADVANTECH T&G SHEATHING STEEL COLUMN, GALVANIZED1'-0"2x4 FRAMING HUNG BELOW EACH JOIST, SUPPORT @ 48" O.C. BEAM PER PLAN 2x6 PLATE 5/8" OSB 2 (N) CANOPY T.O.S 12'-2 3/8" 2 S2-0 10" TJI 230 JOISTS 3/4" ADVANTECH T&G SHEATHING STEEL COLUMN BEYOND 2x4 FRAMING HUNG BELOW EACH JOIST, SUPPORT @ 48" O.C. 2x6 PLATE BEYOND BEAM BEYOND 2'-0"2'-0"SEE ARCH (2) 1 3/4" LVL BEAM REPLACES JOIST IN LOCATIONS SHOWN ON PLAN TO CANITLEVER SOUTH AND SUPPORT LVL FASCIA BEAM 5/8" OSB LAST TJI MAY NOT ALIGN WITH EXISTING ROOF TRUSS LVL BEYOND 5/8" OSB BLOCKING AS REQ'D BRACE FOR STIFFNESS A (N) CANOPY T.O.S 12'-2 3/8" 6'-3" 1/2" PLATE WELDED TO TUBE COLUMN FOR BEAM OFFSET (2) 1/2" DIA BOLTS @ 32" O.C. 10" TJI JOISTS 3/4" ADVANTECH T&G SHEATHING STEEL COLUMN, GALVANIZED 2x4 FRAMING HUNG BELOW EACH JOIST, SUPPORT @ 48" O.C.SEE ARCH 1 3/4" x 10" LVL, CONTINUOUS 2X6 PLATE BEAM PER PLAN 5/8" OSB tel: 765.649.8477 www.krMarchitecture.com ANDERSON INDIANAPOLIS DETROIT DRAWN BY krM JOB NO. DRAWING NO.REVISIONSDRAWING NAME S2-0 STRUCTURAL DETAILS Author 20128 02/12/2021 BID SET4775 E 126th St Carmel IN 46033STATE BANK20128 - CARMEL BRANCHBID SET02/12/2021SCALE:3/4" = 1'-0" 1 FRAMING DTL 1 SCALE:1 1/2" = 1'-0" 2 FRAMING DETAIL 2 SCALE:1 1/2" = 1'-0" 3 FRAMING DETAIL 3 SCALE:1 1/2" = 1'-0" 4 FRAMING DETAIL 4 SHEET ADDED BY ADDENDUM 2 203/04/21ADDENDUM 2 3 A5-1 1 A5-1 RF-3 RF-3 RF-1 RF-2 1/4" / 12" MIN.SLOPE 1/4" / 12" 1/4" / 12" RF-4RF-4 1 A6-2 4 A3-1 8X8 SCUPPER TO 6X6 DOWNSPOUT 1 1 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" +4" +4" +4" +4" +4" +4" +4" +4" 2 A3-1 3 A3-1 SIM 3 A3-1 SIM 3 A3-1 SIM 3 A3-1 SIM 2 2 A3-1 5 A3-1 5 A3-1 6" OVERFLOW ROOF DRAIN ROOF DRAINAGE SADDLE RELIEF HOOD DIRECTIONS OF SLOPE 6" ROOF DRAINRD ORD XXX-1 ROOF TYPE SYMBOL 3/4" EXTERIOR GRADE SHEATHING 2X OVERBUILD FRAMING EXISTING TRUSS 2X FRAMING 2X FRAMING TAPERED INSULATION COVERBOARD FULLY ADHERED MEMBRANE ROOFING CLEAT, FASTENERS PER MANUFACTURE - 18" OC MAX - BED IN SEALANT @ FASTENER LOCATION PRE-FINISHED, STANDING SEAM METAL ROOF - KYNAR FINISH, CHARCOAL GRAY ROOF UNDERLAYMENT BRAKE METAL -KYNAR FINISH, CHARCOAL GRAY VAPOR RETARDER DRIP EDGE 1" FLAT PAN 24 GA STEEL SOFFIT PANEL -CHAMPAGNE 3/4" EXTERIOR GRADE SHEATHING TPO MEMBRANE ROOFING TAPERED INSULATION w/ 3/8" COVERBOARD 10" TJI PRE-FINISHED, METAL COPING TO MATCH ROOF3 1/2"8 3/4"COORD. HEIGHT AS REQUIRE FOR MAX. INSULATION THICKNESS 6 7/8"6"2 ROOF BEARING 10'-4" PRE-FINISHED, METAL STANDING SEAM ROOFING SYSTEM ROOF UNDERLAYMENT DRIP EDGE WITH METAL CLEAT PRE-FINISHED MTL. GUTTER TO MATCH ROOF8"CONT. STRIP VENT RF-4 RF-3 ROOF UNDERLAYMENT EXISTING TRIM, CLEAN, REPAIR AS NEEDED, NEW PAINT EDGE CLOSURE - TO MATCH ROOF DRIP EDGE BRAKE METAL -KYNAR FINISH, CHARCOAL GRAY 15'-4"8 3/4"7 1/4"3 3/4"1/2" COVER BOARD PRE-FINISHED, METAL COPING TO MATCH ROOF 2X FRAMING BRAKE METAL -KYNAR FINISH, CHARCOAL GRAY BRAKE METAL -KYNAR FINISH, CHAMPAGNE VAPOR RETARDER WRAP UP FASCIA AND SOFFIT METAL, WOOD LOOK, SLAT WALL SYSTEM, 6" V-GROOVE PANEL COORD. HEIGHT AS REQUIRE FOR MAX. INSULATION THICKNESS BRAKE METAL -KYNAR FINISH, CHAMPAGNE 10" TJI 4 5/8" 3 5/8" 2 (N) CANOPY T.O.S 12'-2 3/8" PRE-FINISHED, METAL COPING TO MATCH ROOF 1/2" COVER BOARD TAPERED INSULATION 2X FRAMING AND BLOCKING BRAKE METAL -KYNAR FINISH, CHARCOAL GRAY 1" FLAT PAN 24 GA STEEL SOFFIT PANEL -CHARCOAL GRAY ROOF UNDERLAYMENT LVL - SEE STRUCTURAL DRIP EDGE WRAP SOFFIT AND FASCIA BRAKE METAL -KYNAR FINISH, CHAMPAGNE 3/4" EXTERIOR SHEATHING SCALE:3/16" = 1'-0" 1 ROOF PLAN ROOF SYMBOLS PLAN NOTES - ROOF PLAN 1 8X8 SCUPPER TO 6X6 DOWNSPOUT 2 FLASHING AROUND EXISTING CHIMNEY. LAP FLASHING FOR WATERTIGHT JOINTS USING MANUFACTURER'S STANDARD DETAILS. ATTACH VERTICAL FLASHING INTO REGLET AT BRICK CHIMNEY. GENERAL NOTES - ROOF PLAN A. PROVIDE MANUFACTURER'S STANDARD DETAILS WHERE MECHANICAL EQUIPMENT OCCURS, COORDINATE W/ ARCHITECTURAL AND MEP. B. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL ROOF PENETRATION REQUIRMENTS. C. PROVIDE ICE AND WATER SHIELD AT ALL OVERHANGS (FROM EDGE OF ROOF TO 24" PAST INTERIOR LINE OF WALL), VALLEYS (3'-0" ON EACH SIDE), RIDGES (3'-0" ON EACH SIDE) AND HIPS (3'-0" ON EACH SIDE). ROOF SCHEDULE RF-1 FULLY ADHERED TPO ROOF OVER TAPERED INSULATION. REFER TO DETAILS AND SPECIFICATIONS RF-2 FULLY ADHERED TPO ROOF OVER TAPERED INSULATION. REFER TO DETAILS AND SPECIFICATIONS. RF-3 STANDING SEAM METAL ROOF SYSTEM OVER VAPOR BARRIER OVER EXISTING WOOD SHEATHING. REPLACE WOOD SHEATHING IF DAMAGE IS EVIDENT UPON REMOVAL OF EXISTING ROOFING. REFER TO SPECIFICATIONS RF-4 STANDING SEAM METAL ROOF SYSTEM OVER VAPOR BARRIER OVER 3/4" WOOD SHEATHING OVER 2X4 ROOF OVERBUILD. REFER TO SPECIFICATIONS tel: 765.649.8477 www.krMarchitecture.com ANDERSON INDIANAPOLIS DETROIT DRAWN BY krM JOB NO. DRAWING NO.REVISIONSDRAWING NAME A3-1 ROOF PLAN Author 20128 02/12/2021 BID SET4775 E 126th St Carmel IN 46033STATE BANK20128 - CARMEL BRANCHBID SET02/12/2021SCALE:1" = 1'-0" 2 ROOF TRANSITION DETAIL - METAL TO MEMBRANE 203/04/21ADDENDUM 2SCALE:1 1/2" = 1'-0" 6 FRONT ROOF EDGE DETAIL SCALE:1 1/2" = 1'-0"3 ROOF EDGE DETAIL SCALE:1 1/2" = 1'-0" 5 ROOF DETAIL - RAKE SCALE:1 1/2" = 1'-0" 4 ROOF DETAIL - RAKE NEW FLAT ROOF SCALE:1 1/2" = 1'-0" 7 CANOPY ROOF EDGE DETAIL METAL, WOOD LOOK, SLAT SOFFIT SYSTEM, 6" V-GROOVE PANEL