HomeMy WebLinkAbout20-064_SUBSTEEL NOTES:SPECIFIED DESIGN LOADS:SECTION A-ASECTION B-BPERIMETER GUTTERWHITE EMBOSSEDFINISHED GRADESEE SHEET 2 FORFOOTING DETAILS15'-0"CLEARANCE2'-0"BURIALDEPTHCOLUMNHEIGHTVARIESA3E3D3B3P-16 20 GA DECK PANEMBOSSED WHITEDRAINAGE SCUPPERTYP. (14) PLACESDIMENSIONS SIMILARON OPPOSITE SIDETAPERED GUTTERLOCATION TYP (6)PLACESKEY:C3DETAIL LETTERSHEETW16X36
(XB-2)BBAADRAWING #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 & Co., Inc-20-064Q020095440'-0" X 83'-0" X 6 COLUMN CANOPYSONBYRNE SALESITHACA, NYDWI8.31.20 OF 3CERTIFIED BY:LAWRENCE R. PILON, PE51 MAPLEVIEW DRIVEPENNELLVILLE, NY 13132LICENSE # _____________1PLAN VIEW36" A.C.M.WHITEHSS 10X10X1/4"TUBE COLUMNSW/ EXTERNAL DRAINS(3) 2" VENTS (SEE PLANVIEW FOR LOCATIONS)36'-4 3/4"PURLINLENGTHW16X50(XB-1)W14X38 (P-1)C33'-0"7'-4"9'-8"7'-4"3'-0"11'-6"17'-0"11'-6"39'-8"GUTTEROUT-OUT40'-0"CANOPYOUT-OUT10'-0"28'-0"28'-0"17'-0"82'-8" GUTTER OUT-OUT83'-0" CANOPY OUT-OUT9'-4"TYP9'-4"TYP4'-0"6'-0"6'-0"6'-0"6'-0"18" RADIUSCORNERSF345'-0"PURLINLENGTHW16X36
(XB-2)35'-0"CROSSBEAMLENGTHPURLIN SHEAR SPLICELOCATION, TYP. (5) PL.W12X19 (P-4)EXTERNAL DRAIN DIRECTION2" VENT LOCATION/DIRECTIONHHBTM HAND HOLELOCATION/DIRECTIONTANKS 9'-8"HHBUILDINGHH
HHELMIRA ROAD4'-0"W14X38 (P-2)W14X38 (P-2)W14X38 (P-1)L3x3x3/16"(L-2)L3x3x3/16"(L-2)13'-0"L3x3x3/16"(L-1)6'-0"HHW14X38 (P-3)HSS 10X10X1/4"TUBE COLUMNS1. 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 EXCEPT COLUMNS SHALL BE SHOP COATED WITH A RED-OXIDE RUST INHIBITIVE PRIMER. COLUMNS SHALL BE GALV. DIPPED AND PRIMED WITH CARBOLINE CARBOGUARD 825 EPOXY (FINISH TO BE 133 SEMIGLOSS) FIELD TOUCH-UP, FINISH PAINTING, AND MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE OWNER (UNLESS OTHERWISE SPECIFIED).C-1C-2C-3C-4C-5C-5L3x3 ANGLEORIENTATIONL3x3 ANGLEORIENTATIONW12X19 (P-4)W12X19 (P-4)W12X19 (P-4)W12X19 (P-4)L3x3x3/16"(L-1)L3x3x3/16"(L-1)
L3x3x3/16"
(L-1)
L3x3x3/16"
(L-1)
L3x3x3/16"
(L-1)FASCIA TO BE VINYL WRAPPED WITHBYRNE DAIRY GREEN BARN SIDINGGRAPHIC BUT WILL NOT INCLUDEBYRNE DAIRY LOGOS (BY OTHERS)
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-C(4) FOOTERSFURTHEST FROMBUILDINGDETAIL ABASEPLATE DETAIL18x18x3/4"A2(8) 3"X4"X3/8" GUSSETSPLACED AS SHOWNKEY:C3DETAIL LETTERSHEETCCDRAWING #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 & Co., Inc-20-064Q020095440'-0" X 83'-0" X 6 COLUMN CANOPYSONBYRNE SALESITHACA, NYDWI8.31.20 OF 3CERTIFIED BY:LAWRENCE R. PILON, PE51 MAPLEVIEW DRIVEPENNELLVILLE, NY 13132LICENSE # _____________25/16"BOTTOM PLATES14"3"X5" HAND HOLEN.S. GROUTBY G.C.2'-0"BURIAL DEPTH7" MINEXPOSEDTHREAD6'-0"5"FINISHED GRADE/CONCRETE DRIVE SLAB10'-0"28'-0"28'-0"17'-0"81'-6"11'-6"17'-0"11'-6"40'-0"4'-6"4'-6" SQ.SECTION D-DSECTION E-E5"4"5"5"2" COLUMNVENTS2" COLUMNVENTCOLUMNBASE PLATECOLUMNBASE PLATEDDEE(4) @ 1-1/4"x30" HEADED ANCHOR RODS (ASTM F1554 GR 55)WITH 23" EMBEDMENT AND DOUBLE NUTS / WASHERS AT TOP#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 REBARVERTICAL BARS FORCAGE CONSTRUCTION(OPTIONAL)8" MAX.14"18"18"TANKSBUILDINGSECTION F-F(2) FOOTERS NEARBUILDING3"X5" HAND HOLEN.S. GROUTBY G.C.2'-0"BURIAL DEPTH7" MINEXPOSEDTHREAD6'-0"5"FINISHED GRADE/CONCRETE DRIVE SLAB4'-6"5'-0" SQ.(4) @ 1-1/4"x30" HEADED ANCHOR RODS (ASTM F1554 GR 55)WITH 23" EMBEDMENT AND DOUBLE NUTS / WASHERS AT TOP#4 REINFORCING BARS @ 8" C-C MAX SPACING EACH WAY(TOP & BOTTOM). #4 VERTICAL BARS MAY BE USED TOPROVIDE SUPPORT FOR REBAR MATS (OPTIONAL).3"3"3"3"3"FF3"3"3"3"3"ELMIRA ROAD
DETAIL D:PURLIN TO CROSSBEAM DETAIL1/4" WEB STIFFENERSN. S. & F. S.DETAIL C10 X18X3/4"TOP PLATEKEY:C3DETAIL LETTERSHEETDECK CLIP DETAILDECK CLIP, INSTALL ONALTERNATING SIDES OFCANOPY, (1) CLIP FOR EACHPAN & PURLIN INTERSECTIONPURLINPERIMETERGUTTERSCUPPERCUT A 1"X6" NOTCHIN GUTTER AT SCUPPERSCUPPER TO BE ATTACHED ANDSEALED TO GUTTER USING CAULKAND (4) #8x3/4" WHT TEK SCREWS(2) PER SIDESCUPPER DETAILANGLE BRACE DETAILPURLINL3X3X3/16"ANGLE5/8" A325 BOLTS & NUTS(TYP, 1 PER CONNECTION)DETAIL E:CROSSBEAM TO COLUMN DETAILPERIMETERGUTTERDETAIL B:83'-0" SIDE FASCIA BRACE DETAILDETAIL A:40'-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 BTM HANGING ANGLETO INSIDE OF ACM PANEL USING#8x3/4" TEK SCREWS TO MATCHFASCIA COLOR @ 12" O.C.(4) #10x3/4" TEK SCREWSBRACE TO HANGING ANGLESATTACH 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"ATTACH TOP HANGING ANGLETO INSIDE OF ACM PANEL USING#10x3/4" TEK SCREWS @ 12" O.C.2x2x20GABRACES48" O.C.6 1/4"(4) #10x3/4" TEK SCREWSBRACE TO HANGING ANGLESATTACH 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 INSIDE OF ACM PANEL USING#8x3/4" TEK SCREWS TO MATCHFASCIA COLOR @ 12" O.C.GUTTER OUT-OUTCANOPY OUT-OUTCROSSBEAMTOP PLATESEE DETAIL CTHIS SHEET3/4" ACCESS FITTING3/4" A325 BOLTS & NUTSWASHER ON BOTH SIDES(TYP 4 PER CONNECTION)HSS 10X10TUBE COLUMNDRAWING #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 & Co., Inc-20-064Q020095440'-0" X 83'-0" X 6 COLUMN CANOPYSONBYRNE SALESITHACA, NYDWI8.31.20 OF 3CERTIFIED BY:LAWRENCE R. PILON, PE51 MAPLEVIEW DRIVEPENNELLVILLE, NY 13132LICENSE # _____________3PURLIN5/8" A325 BOLTS & NUTS(TYP 4 PER CONNECTION)CROSSBEAMTYP35 1/2"PIECE-A1"8 1/2"45"PIECE-C15"1/4" GAP8"x8 1/2"x1/2"SHEAR PLATE5/8" A325 BOLTS, NUTS &WASHERS ON BOTH SIDES(TYP 3 PER CONNECTION)PURLINPURLIN1/4"3 SIDESDETAIL F:PURLIN SHEAR SPLICECONNECTION DETAIL36"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 SCREWS18"3"10"47"CAULK JOINT BETWEEN GUTTERRETURN AND BACK OF ACM AROUNDENTIRE PERIMETER OF CANOPY