Canopy Plan Set1. ALL DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC SPECIFICATIONS DESIGN, FABRICATION, AND ERECTION OF COLD FORMED STEEL SECTIONS SHALL CONFORM TO THE LATEST AISI SPECIFICATIONS.2. STRUCTURAL MATERIALS: WIDE FLANGE SECTIONS - ASTM A992 OR A572 GR 50 (Fy = 50 KSI) ANGLES/CHANNELS- ASTM A36 (Fy = 36 KSI) HOLLOW STRUCTURAL SECTIONS (TUBE) - ASTM A500 GR B (Fy = 46 KSI) PIPE SECTIONS - ASTM A53, GR. B (FY = 35 KSI) PLATES - ASTM A36 (Fy = 36 KSI) ROOF DECK - ASTM A653, GR. 40 (FY = 40 KSI), GALVANIZED (G60) WITH WITH BAKED ENAMEL FINISH STEEL OUTRIGGERS - ASTM A653 GR. CS (FY = 25 KSI), GALVANIZED (G90) PER ASTM 924 STRUCTURAL BOLTS - ASTM A325 ANCHOR BOLTS - ASTM F1554 GR. 55; (FY = 55 KSI)3. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH LATEST ANSI/AWS D1.1.4. FIELD CONNECTIONS SHALL BE BOLTED CONNECTIONS UNLESS SPECIFIED ON DRAWING.5. ALL STRUCTURAL BOLTED CONNECTIONS SHALL USE ASTM 325 BOLTS. BOLTED JOINTS SHALL BE TIGHTENED TO SNUG TIGHT PER LATEST RCSC SPECIFICATION.6. STRUCTURAL STEEL SHALL BE SHOP COATED WITH A RED-OXIDE RUST INHIBITIVE PRIMER. FIELD TOUCH-UP, FINISH PAINTING, AND MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE OWNER (UNLESS OTHERWISE SPECIFIED).STEEL NOTES:SPECIFIED DESIGN LOADS:PERIMETER GUTTER20 GA WHITE EMBOSSEDP-16 20 GA DECK PANWHITE EMBOSSED78'-0" CANOPY OUT-OUT50'-0"CANOPYOUT-OUT77'-8" GUTTER OUT-OUT49'-8"GUTTEROUT-OUTDRAINAGE SCUPPERTYP. (14) PLACESDIMENSIONS SIMILARON OPPOSITE SIDETAPERED GUTTERLOCATION TYP (6)PLACESKEY:C3DETAIL LETTERSHEETBBAACERTIFIED BY:DRAWING #QUOTE #JOB #AUSTIN MOHAWK & CO., LLC.2175 BEECHGROVE PLACEUTICA, NY 13501PHONE: 315.793.3000TOLL FREE: 1.800.765.3110FAX: 315.793.9370WEBSITE: www.austinmohawk.comE-MAIL: info@austinmohawk.comCUSTOMER:LOCATION:SCALE:N.T.S.DRAWN BY:DATE:SHEET:Notice - Austin Mohawk & Co., LLC claimsproprietary rights in the information disclosedon this drawing. It is issued in confidence forengineering information only and may not beused, in whole or in part, to manufactureanything whether or not shown hereon,reproduced or disclosed to anyone withoutdirect written permission fromAustin Mohawk LLC021010421-043Q0210183-150'-0" X 78'-0" X 6 COLUMN CANOPYKENNEDYNORTHAMPTON, MADWI4.28.21 OF 4LAWRENCE R. PILON, PE51 MAPLEVIEW DRIVEPENNELLVILLE, NY 13132LICENSE # _____________1PLAN VIEWHSS 10X10X1/4"TUBE COLUMNS45'-0"CROSSBEAMLENGTH38'-6 3/8" PURLINLENGTH3'-0"W12X22C4W18X65
L3x3x3/16"10'-0"TYP16'-0"18'-0"16'-0"13'-0"26'-0"26'-0"13'-0"4'-0"13'-0"13'-0"4'-0"38'-6 3/8" PURLINLENGTH9'-6"9'-6"6'-0"9'-6"9'-6"3'-0"W12X22W12X22W12X22W12X22W12X22W12X22W12X22W12X22W12X22W12X22W12X22W18X55
W18X65
L3x3x3/16"
L3x3x3/16"
L3x3x3/16"L3x3x3/16"L3x3x3/16"8'-8"TYP8'-8"TYPPURLIN SPLICELOCATION TYP (6)PLACESCENTER GUTTER20 GA WHITE EMBOSSEDLED LIGHTLOCATION TYP (14)PLACES (BY OTHERS)DOUBLE DECK CLIPS ATC-STUD LOCATIONS ONLY(SEE DETAIL ON PAGE 4)(4) 18GA C-STUDS ON FIRSTAND LAST (4) DECK PANS ATTWO PURLIN ROWS AS SHOWN(SEE DETAIL-H ON PAGE 4)
SECTION A-ASECTION B-BFINISHED GRADESEE SHEET 3 FORFOOTING DETAILS14'-6"CLEARANCE18'-2 1/8"COLUMNHEIGHTA4E4D4B4KEY:C3DETAIL LETTERSHEETCERTIFIED BY:DRAWING #QUOTE #JOB #AUSTIN MOHAWK & CO., LLC.2175 BEECHGROVE PLACEUTICA, NY 13501PHONE: 315.793.3000TOLL FREE: 1.800.765.3110FAX: 315.793.9370WEBSITE: www.austinmohawk.comE-MAIL: info@austinmohawk.comCUSTOMER:LOCATION:SCALE:N.T.S.DRAWN BY:DATE:SHEET:Notice - Austin Mohawk & Co., LLC claimsproprietary rights in the information disclosedon this drawing. It is issued in confidence forengineering information only and may not beused, in whole or in part, to manufactureanything whether or not shown hereon,reproduced or disclosed to anyone withoutdirect written permission fromAustin Mohawk LLC021010421-043Q0210183-150'-0" X 78'-0" X 6 COLUMN CANOPYKENNEDYNORTHAMPTON, MADWI4.28.21 OF 4LAWRENCE R. PILON, PE51 MAPLEVIEW DRIVEPENNELLVILLE, NY 13132LICENSE # _____________236" A.C.M.WHITEHSS 10X10X1/4"TUBE COLUMNS:6 ',17(51$/'5$,1:6 '287/(7(SEE DETAIL-Z)2'-6"BURIALDEPTHF4G4PERIMETER ORCENTER GUTTERTAPERED GUTTER3" S&D TEECOLUMN3" S&D PIPE4" S&D PIPE4" S&D ELBOW WITH COUPLING(ORIENTATION ON COLUMNVARIES PER SITE):BASE PLATEGRADE3"x5" HAND HOLE, 50" A.F.G.ORIENTED OPPOSITE OF DRAINOUTLET (VARIES PER SITE)3" S&D PIPE3" S&D COUPLINGIF REQUIRED3" S&D PIPEPERIMETER ORCENTER GUTTERTAPERED GUTTERDETAIL Z:INTERNAL DRAINSYSTEMH4H4
1) OWNER / GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTING AND ANCHOR BOLT INSTALLATION2) ALL FOOTINGS SHALL BE CAST ON LEVEL, UNDISTURBED SOIL OR ROCK OR PROPERLY COMPACTED SUBGRADE. BOTTOM OF FOOTING TO BE ABOVE WATER TABLE. FOOTING BASED ON MINIMUM 2,000 PSF SOIL BEARING CAPACITY AND 150 PSF PER FOOT OF DEPTH LATERAL BEARING CAPACITY. OWNER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL SOIL PARAMETERS.3) FOOTING CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. FOOTING DESIGN SHALL BE IN ACCORDANCE WITH ACI 318.4) THE TOPS OF ALL FOOTINGS MUST BE AT THE SAME ELEVATION, OWNER / GENERAL CONTRACTOR SHALL PROVIDE BURIAL DEPTH FROM HIGH GRADE UNDER CANOPY. WHERE THE TOP OF THE FOOTINGS ARE AT DIFFERENT ELEVATIONS, THE OWNER / GENERAL CONTRACTOR SHALL PROVIDE THE CANOPY MANUFACTURER WITH ALL FOOTING AND GRADE ELEVATIONS PRIOR TO CANOPY FABRICATION. VARIATIONS IN DESIGN ELEVATIONS MAY RESULT IN INADEQUATE CLEARANCE AND UNDER SIZED FOOTINGS.5) OWNER / GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING NON-SHRINK GROUT UNDER ALL COLUMN BASES AFTER CANOPY IS LEVELED AND SECURED.6) FOOTING REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BILLETSTEEL BARS.7) FOOTINGS ARE ASSUMED TO BE CONSTRAINED BY CONCRETE FUEL ISLAND AND /OR CONCRETE DRIVE SLAB AT GRADE. WHERE THIS CONDITION DOES NOT EXIST, THE OWNER SHALL NOTIFY CANOPY FABRICATOR.8) ANCHOR BOLTS SHALL BE PLACED IN ACCORDANCE WITH THIS DRAWING. TEMPLATES SHALL BE USED TO ENSURE PROPER PLACEMENT OF ANCHOR BOLTS. ANCHOR BOLTS ARE TO BE INSTALLED SUCH THAT A MINIMUM OF 7" OF THREAD IS EXPOSED ABOVE TOP OF FOOTING. BOTTOM OF THREADS SHALL NOT END MORE THAN 3/4" ABOVE TOP OF FOOTER.FOOTING SPECIFICATIONS:SECTION C-CDETAIL ABASEPLATE DETAIL18X18X3/4"A3(8) 3"X4"X3/8" GUSSETSPLACED AS SHOWN50'-0"KEY:C3DETAIL LETTERSHEETCCCERTIFIED BY:DRAWING #QUOTE #JOB #AUSTIN MOHAWK & CO., LLC.2175 BEECHGROVE PLACEUTICA, NY 13501PHONE: 315.793.3000TOLL FREE: 1.800.765.3110FAX: 315.793.9370WEBSITE: www.austinmohawk.comE-MAIL: info@austinmohawk.comCUSTOMER:LOCATION:SCALE:N.T.S.DRAWN BY:DATE:SHEET:Notice - Austin Mohawk & Co., LLC claimsproprietary rights in the information disclosedon this drawing. It is issued in confidence forengineering information only and may not beused, in whole or in part, to manufactureanything whether or not shown hereon,reproduced or disclosed to anyone withoutdirect written permission fromAustin Mohawk LLC021010421-043Q0210183-150'-0" X 78'-0" X 6 COLUMN CANOPYKENNEDYNORTHAMPTON, MADWI4.28.21 OF 4LAWRENCE R. PILON, PE51 MAPLEVIEW DRIVEPENNELLVILLE, NY 13132LICENSE # _____________35/16"BOTTOM PLATES18"14"18"14"3"x5" HAND HOLE ON EACH COLUMNORIENTED OPPOSITE OF DRAIN DIRECTIONN.S. GROUTBY G.C.(4) @ 1-1/4"x30" HEADED ANCHOR RODS (ASTM F1554 GR 55)WITH 23" EMBEDMENT AND DOUBLE NUTS / WASHERS AT TOP4'-2" APPRX.(4'-0" MIN)5"FINISHED GRADE/CONCRETE DRIVE SLABLOCAL FROSTLINE (MIN.) 6"#4 REINFORCING BARS @ 8" C-C MAX SPACING EACH WAY(TOP & BOTTOM). #4 VERTICAL BARS MAY BE USED TOPROVIDE SUPPORT FOR REBAR MATS (OPTIONAL).8" MAX.REBAR CAGE LAYOUTBOTTOM REBAR MATTOP REBAR MAT2-WAY GRID OF#4 REBAR8" MAX.VERTICAL BARS FORCAGE CONSTRUCTION(OPTIONAL)4'-6"5'-0" SQ.7" MIN.EXPOSEDTHREAD3"3"3"3"2'-6"BURIALDEPTH78'-0"3"16'-0"18'-0"16'-0"13'-0"26'-0"26'-0"13'-0"31'-7 1/2"55'-0 3/8"
DETAIL D:PURLIN TO CROSSBEAM DETAIL1/4" WEB STIFFENERSN. S. & F. S.DETAIL C10 X22X3/4"TOP PLATEKEY:C3DETAIL LETTERSHEETDETAIL E:CROSSBEAM TO COLUMN DETAILPERIMETERGUTTERDETAIL B:78'-0" SIDE FASCIA BRACE DETAILDETAIL A:50'-0" SIDE FASCIA BRACE DETAIL36"A.C.M.35 1/2"PIECE-A2"12"6 1/4"46"PIECE-B(6) #8x5/8" TEK SCREWSFOR BRACE CONSTR.(2) PER CONNECTIONCANOPY OUT-OUTGUTTER OUT-OUTPERIMETERGUTTERP-16 20GADECK PAN(3) #12x1 1/4" TEK SCREWSFOR BRACE TO DECKATTACH GUTTER TODECK PAN USING #10x3/4"TEK SCREWS @ 4" O.C.ATTACH TOP HANGING ANGLETO INSIDE OF ACM PANEL USING#10x3/4" TEK SCREWS @ 12" O.C.2x2x20GABRACES48" O.C.34"PIECE-E24"PIECE-D1 3/4"1/2"2x2x20GABRACES48" O.C.6 1/4"(4) #10x3/4" TEK SCREWSBRACE TO TOP HANGINGANGLE (INSIDE ACM)ATTACH GUTTER TODECK PAN USING (3) #10x3/4"TEK SCREWS PER DECK PAN(3) #12x1 1/4" TEK SCREWSFOR BRACE TO DECKP-16 20GADECK PANATTACH BTM HANGING ANGLETO OUTSIDE OF ACM PANEL USING#8x3/4" TEK SCREWS TO MATCHDECK/GUTTER COLOR @ 12" O.C.GUTTER OUT-OUTCANOPY OUT-OUTCROSSBEAMTOP PLATESEE DETAIL CTHIS SHEET3/4" ACCESS FITTING(4) 4"x4-1/2"x3/8" GUSSETSPARALLEL TO TOP PLATE3/4" A325 BOLTS & NUTSWASHER ON BOTH SIDES(TYP 8 PER CONNECTION)HSS 10X10TUBE COLUMNCERTIFIED BY:DRAWING #QUOTE #JOB #AUSTIN MOHAWK & CO., LLC.2175 BEECHGROVE PLACEUTICA, NY 13501PHONE: 315.793.3000TOLL FREE: 1.800.765.3110FAX: 315.793.9370WEBSITE: www.austinmohawk.comE-MAIL: info@austinmohawk.comCUSTOMER:LOCATION:SCALE:N.T.S.DRAWN BY:DATE:SHEET:Notice - Austin Mohawk & Co., LLC claimsproprietary rights in the information disclosedon this drawing. It is issued in confidence forengineering information only and may not beused, in whole or in part, to manufactureanything whether or not shown hereon,reproduced or disclosed to anyone withoutdirect written permission fromAustin Mohawk LLC021010421-043Q0210183-150'-0" X 78'-0" X 6 COLUMN CANOPYKENNEDYNORTHAMPTON, MADWI4.28.21 OF 4LAWRENCE R. PILON, PE51 MAPLEVIEW DRIVEPENNELLVILLE, NY 13132LICENSE # _____________4PURLIN5/8" A325 BOLTS & NUTS(TYP 4 PER CONNECTION)CROSSBEAM35 1/2"PIECE-A1"8 1/2"45"PIECE-CPURLINPURLINCROSSBEAM1/4" GAP5/8" A325 BOLTS & NUTSTYP (4) PER CONNECTIONDETAIL F:PURLIN SPLICECONNECTION36"A.C.M.2"12"(6) #8x5/8" TEK SCREWSFOR BRACE CONSTR.(2) PER CONNECTION34"OUTRIGGER LADDITIONAL 2X2X20GA ANGLEATTACHED TO BRACE AND PURLINAT EVERY OTHER BRACEATTACH TO BRACE USING(2) @10X3/4" TEK SCREWSATTACH TO PURLIN USING(2) #12X1-1/4" TEK SCREWSOUTRIGGER WADDITIONAL 2X2X20GA ANGLEATTACHED TO BRACE AND ANGLEAT EVERY OTHER BRACEATTACH TO BRACE USING(2) @10X3/4" TEK SCREWSATTACH TO ANGLE USING(2) #12X1-1/4" TEK SCREWS(SEE CONNECTION OPTIONS DETAIL)PERIMETERGUTTERCUT A 1"X6" NOTCHIN GUTTER @ SCUPPERSCUPPERSCUPPER TO BE ATTACHED ANDSEALED TO GUTTER USING CAULKAND (4) #8 x 3/4" TEK SCREWS (PAINTEDWHITE) (2) PER SIDESCUPPER DETAILANGLE BRACE DETAILPURLINL3X3X3/16"ANGLE5/8" A325 BOLTS & NUTS(TYP, 1 PER CONNECTION)DECK CLIP DETAILDECK CLIP, INSTALL ONALTERNATING SIDES OFCANOPY, (1) CLIP FOR EACHPAN & PURLIN INTERSECTIONPURLINDECK PAN36"CAULK JOINT BETWEEN GUTTERRETURN AND BACK OF ACM AROUNDENTIRE PERIMETER OF CANOPY(4) #10x3/4" TEK SCREWSBRACE TO BOTTOM HANGINGANGLE (UNDER ACM)3"10"15"22"OUTRIGGER-W TO ANGLECONNECTION OPTIONSPURLINOUTRIGGER(TYP)L3x3x3/16" PURLINBRACE (TYP)#12 x 1-1/4" GALV. TEKSCREWS (2) PERCONNECTION (TYP)P-12 20GADECK PANDETAIL G:CENTER GUTTER DETAIL1'-0"3 1/2"6"DECK PANDECK PANCENTER GUTTER19"DECK CLIP AT C-STUDS DETAIL(2) DECK CLIPS AT C-STUDLOCATIONS, INSTALL ONBOTH SIDES OF PURLIN(2) CLIPS FOR EACHPAN & PURLIN INTERSECTIONPURLINDECK PANDETAIL H:C-STUD DETAILPURLINCROSSBEAM#12x1 1/4" TEK SCREWS @ 5" C-CFOR EACH CEE STUD TO DECK(STAGGERED AS SHOWN, WITH (2)AT PURLIN)36" LONG 18GA CEE STUDSCENTERED ON PURLINSONE IN BOTH ENDS OFEVERY DECK PAN36"18"C-STUD