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20010_CD_A3 v2.pdf C:\ShareFile\Shared Folders\2020\Byrne Dairy_Ithaca 20010\8.0 Drawing and Supplemental Drawings\8.1 Working Drawings\20010_CD_A
20-064_SUB.pdf DETAILS
STEEL NOTES:SPECIFIED DESIGN LOADS: SECTION A-A SECTION B-B PERIMETER GUTTER WHITE EMBOSSED FINISHED GRADE SEE SHEET 2 FOR FOOTING DETAILS 15'-0" CLEARANCE 2'-0" BURIAL DEPTH COLUMN
HEIGHT VARIES A 3 E 3 D 3 B 3 P-16 20 GA DECK PAN EMBOSSED WHITEDRAINAGE SCUPPER TYP. (14) PLACES DIMENSIONS SIMILAR ON OPPOSITE SIDE TAPERED GUTTER LOCATION TYP (6) PLACES KEY: C 3
DETAIL LETTER SHEET W16X36 (XB-2) B B AA DRAWING #QUOTE # JOB # AUSTIN MOHAWK & CO., LLC. 2175 BEECHGROVE PLACE UTICA, NY 13501 PHONE: 315.793.3000 TOLL FREE: 1.800.765.3110 FAX: 315.793.9370
WEBSITE: www.austinmohawk.com E-MAIL: info@austinmohawk.com CUSTOMER: LOCATION: SCALE: N.T.S. DRAWN BY: DATE: SHEET: Notice - Austin Mohawk & Co., LLC claims proprietary rights in the
information disclosed on this drawing. It is issued in confidence for engineering information only and may not be used, in whole or in part, to manufacture anything whether or not shown
hereon, reproduced or disclosed to anyone without direct written permission from Austin Mohawk & Co., Inc 20-064Q0200954 40'-0" X 83'-0" X 6 COLUMN CANOPY SONBYRNE SALES ITHACA, NY
DWI 8.31.20 OF 3 CERTIFIED BY: LAWRENCE R. PILON, PE 51 MAPLEVIEW DRIVE PENNELLVILLE, NY 13132 LICENSE # _____________ 1 PLAN VIEW 36" A.C.M. WHITE HSS 10X10X1/4" TUBE COLUMNS W/ EXTERNAL
DRAINS (3) 2" VENTS (SEE PLAN VIEW FOR LOCATIONS) 36'-4 3/4" PURLIN LENGTH W16X50 (XB-1) W14X38 (P-1) C 3 3'-0" 7'-4" 9'-8" 7'-4" 3'-0" 11'-6" 17'-0" 11'-6" 39'-8" GUTTER OUT-OUT 40'-0"
CANOPY OUT-OUT 10'-0"28'-0"28'-0"17'-0" 82'-8" GUTTER OUT-OUT 83'-0" CANOPY OUT-OUT 9'-4" TYP 9'-4" TYP 4'-0" 6'-0" 6'-0"6'-0" 6'-0" 18" RADIUS CORNERS F 3 45'-0" PURLIN LENGTH W16X36
(XB-2) 35'-0" CROSSBEAM LENGTH PURLIN SHEAR SPLICE LOCATION, TYP. (5) PL. W12X19 (P-4) EXTERNAL DRAIN DIRECTION 2" VENT LOCATION /DIRECTION HH BTM HAND HOLE LOCATION/DIRECTION TANKS
9'-8" HH BUILDING HH HH ELMIRA ROAD 4'-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" HH W14X38 (P-3) HSS 10X10X1/4" TUBE
COLUMNS 1. 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-1 C-2C-3 C-4 C-5 C-5 L3x3 ANGLE ORIENTATION L3x3 ANGLE ORIENTATION W12X19 (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 WITH BYRNE DAIRY GREEN BARN SIDING GRAPHIC BUT WILL NOT INCLUDE BYRNE DAIRY LOGOS (BY OTHERS) 1) OWNER / GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR FOOTING AND ANCHOR BOLT INSTALLATION 2) 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) FOOTERS FURTHEST FROM BUILDING DETAIL A BASEPLATE
DETAIL 18x18x3/4" A 2 (8) 3"X4"X3/8" GUSSETS PLACED AS SHOWN KEY: C 3 DETAIL LETTER SHEET CC DRAWING #QUOTE # JOB # AUSTIN MOHAWK & CO., LLC. 2175 BEECHGROVE PLACE UTICA, NY 13501 PHONE:
315.793.3000 TOLL FREE: 1.800.765.3110 FAX: 315.793.9370 WEBSITE: www.austinmohawk.com E-MAIL: info@austinmohawk.com CUSTOMER: LOCATION: SCALE: N.T.S. DRAWN BY: DATE: SHEET: Notice
- Austin Mohawk & Co., LLC claims proprietary rights in the information disclosed on this drawing. It is issued in confidence for engineering information only and may not be used, in
whole or in part, to manufacture anything whether or not shown hereon, reproduced or disclosed to anyone without direct written permission from Austin Mohawk & Co., Inc 20-064Q0200954
40'-0" X 83'-0" X 6 COLUMN CANOPY SONBYRNE SALES ITHACA, NY DWI 8.31.20 OF 3 CERTIFIED BY: LAWRENCE R. PILON, PE 51 MAPLEVIEW DRIVE PENNELLVILLE, NY 13132 LICENSE # _____________ 2
5/16" BOTTOM PLATES 14" 3"X5" HAND HOLE N.S. GROUT BY G.C. 2'-0" BURIAL DEPTH 7" MIN EXPOSED THREAD 6'-0" 5" FINISHED GRADE/ CONCRETE DRIVE SLAB 10'-0"28'-0"28'-0"17'-0" 81'-6" 11'-6"
17'-0" 11'-6" 40'-0" 4'-6" 4'-6" SQ. SECTION D-D SECTION E-E 5" 4" 5" 5" 2" COLUMN VENTS 2" COLUMN VENT COLUMN BASE PLATE COLUMN BASE PLATE D D E E (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 TO PROVIDE SUPPORT
FOR REBAR MATS (OPTIONAL). 8" MAX. REBAR CAGE LAYOUT BOTTOM REBAR MAT TOP REBAR MAT 2-WAY GRID OF #4 REBAR VERTICAL BARS FOR CAGE CONSTRUCTION (OPTIONAL) 8" MAX. 14" 18" 18" ‘ OF CANOPY,
(1) CLIP FOR EACH PAN & PURLIN INTERSECTION PURLIN PERIMETER GUTTER SCUPPER CUT A 1"X6" NOTCH IN GUTTER AT SCUPPER SCUPPER TO BE ATTACHED AND SEALED TO GUTTER USING CAULK AND (4) #8x3/4"
WHT TEK SCREWS (2) PER SIDE SCUPPER DETAIL ANGLE BRACE DETAIL PURLIN L3X3X3/16" ANGLE 5/8" A325 BOLTS & NUTS (TYP, 1 PER CONNECTION) DETAIL E: CROSSBEAM TO COLUMN DETAIL PERIMETER GUTTERDETAIL
B: 83'-0" SIDE FASCIA BRACE DETAIL DETAIL A: 40'-0" SIDE FASCIA BRACE DETAIL 36" A.C.M. 35 1/2" PIECE-A 2" 12" 6 1/4" 46" PIECE-B (6) #8x5/8" TEK SCREWS FOR BRACE CONSTR. (2) PER CONNECTION
CANOPY OUT-OUT GUTTER OUT-OUT PERIMETER GUTTER P-16 20GA DECK PAN (3) #12x1 1/4" TEK SCREWS FOR BRACE TO DECK ATTACH GUTTER TO DECK PAN USING #10x3/4" TEK SCREWS @ 4" O.C. ATTACH BTM
HANGING ANGLE TO INSIDE OF ACM PANEL USING #8x3/4" TEK SCREWS TO MATCH FASCIA COLOR @ 12" O.C. (4) #10x3/4" TEK SCREWS BRACE TO HANGING ANGLES ATTACH TOP HANGING ANGLE TO INSIDE OF
ACM PANEL USING #10x3/4" TEK SCREWS @ 12" O.C. 2x2x20GA BRACES 48" O.C. 34" PIECE-E 24" PIECE-D 1 3/4" 1/2" ATTACH TOP HANGING ANGLE TO INSIDE OF ACM PANEL USING #10x3/4" TEK SCREWS
@ 12" O.C. 2x2x20GA BRACES 48" O.C. 6 1/4" (4) #10x3/4" TEK SCREWS BRACE TO HANGING ANGLES ATTACH GUTTER TO DECK PAN USING (3) #10x3/4" TEK SCREWS PER DECK PAN (3) #12x1 1/4" TEK SCREWS
FOR BRACE TO DECK P-16 20GA DECK PAN ATTACH BTM HANGING ANGLE TO INSIDE OF ACM PANEL USING #8x3/4" TEK SCREWS TO MATCH FASCIA COLOR @ 12" O.C. GUTTER OUT-OUT CANOPY OUT-OUT CROSSBEAM
TOP PLATE SEE DETAIL C THIS SHEET 3/4" ACCESS FITTING 3/4" A325 BOLTS & NUTS WASHER ON BOTH SIDES (TYP 4 PER CONNECTION) HSS 10X10 TUBE COLUMN DRAWING #QUOTE # JOB # AUSTIN MOHAWK &
CO., LLC. 2175 BEECHGROVE PLACE UTICA, NY 13501 PHONE: 315.793.3000 TOLL FREE: 1.800.765.3110 FAX: 315.793.9370 WEBSITE: www.austinmohawk.com E-MAIL: info@austinmohawk.com CUSTOMER:
LOCATION: SCALE: N.T.S. DRAWN BY: DATE: SHEET: Notice - Austin Mohawk & Co., LLC claims proprietary rights in the information disclosed on this drawing. It is issued in confidence for
engineering information only and may not be used, in whole or in part, to manufacture anything whether or not shown hereon, reproduced or disclosed to anyone without direct written
permission from Austin Mohawk & Co., Inc 20-064Q0200954 40'-0" X 83'-0" X 6 COLUMN CANOPY SONBYRNE SALES ITHACA, NY DWI 8.31.20 OF 3 CERTIFIED BY: LAWRENCE R. PILON, PE 51 MAPLEVIEW
DRIVE PENNELLVILLE, NY 13132 LICENSE # _____________ 3 PURLIN 5/8" A325 BOLTS & NUTS (TYP 4 PER CONNECTION) CROSSBEAM‘