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HomeMy WebLinkAboutARB201800016 Plan - Approved 2018-02-07DESIGN LOADS & CODES: DESIGN REQUIREMENTS BUILDING USE GROUP B CONSTRUCTION TYPE VB SQUARE FOOTAGE 19 33 S.F OCCUPANTLOAD 1 DESIGN CODES 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE 2011 ELECTRICAL CODE STRUCTURAL LOADS (STATEWIDE) BUILDING OCCUPANCY CATEGORY II FLOOR LIVE LOAD 50 PSF ROOF LIVE LOAD 20 PSF GROUND SNOW LOAD 30 PSF FLAT ROOF SNOW LOAD 21 PSF SNOW LOAD IMPORTANCE FACTOR 1 0 SNOW THERMAL FACTOR 1.0 SNOW EXPOSURE FACTOR 1 0 Vult 120 MPH Vasd 93MPH WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT +/- 0 18 BUILDING ENCLOSED SEISMIC IMPORTANCE FACTOR 1.0 Ss=025 S1 = 0 10 SITE CLASS D (ASSUMED) Sds = 0 27 Shc = 0 16 SEISMIC DESIGN CATEGORY C SEISMIC FORCE RESISTING SYSTEM BEARING WALL WITH LIGHT FRAME AND SHEAR PANELS DESIGN SEISMIC LOAD = 67 LB R = 2 EQUIVALENT LATERAL FORCE PROCEDURE TYPICAL AUSTIN MOHAWK ALUMINUM BUILDING SPECIFICATIONS A GENERAL Pre -assemble building fabncated from low maintenance, lightweight corrosive resistant aluminum (factory fabricated) Building exterior shall have no exposed fasteners ODIMENSIONS. 3'-7 1/2" wide x 5'-4" long. 102 1/4" Interior ceiling height and 114" nominal outside height OFRAME CONSTRUCTION Provide structural framing of 6063-T6 aluminum alloy extrusions Members shall have an Quaker Bronze finish Connections shall be fastened internally to framing systems using mechanical fasteners or MIG welded where necessary Exposed fasteners on framing system are not acceptable A 3 BASE/FLOOR. Building shall be constructed on a 4" high steel angle base frame encapsulated with a protective undercoating paint Floor shall be comprised of 1/8" aluminum tread plate finished floor Floor shall be Insulated to (R-26) with rigid polyiso Insulation OWALL PANELS Exterior shall be 032 Quaker Bronze aluminum 2 3/4" polyiso Insulation (R-18) and 032 interior Quaker Bronze aluminum Overall thickness of panel shall be 3" A 5 CEILING/ROOF Roof shall be constructed using galvanized 20 ga, G-60 interlocking pan sections Sections shall be 3" high with varying widths able to support a minimum of 40 psf live load Roof shall dram Into full perimeter gutter system. Roof shall have a 42" overhang beyond the booth at the front with a clearance of 108" Interior ceiling shall be a panel system providing smooth flat Interior, constructed from 20 ga pre -finished white steel with 3" polyiso insulation (R-19.5) above A 5 WINDOWS Fixed windows shall be double pane 3/4" (19 05 mm) Insulated clear w/ Low-E tempered safety glass Glass shall be glazed within wall system extrusions and not be fastened to extenor wall Glass sealed with concealed gasket system. Slide window frame same color as building A 7 DOOR (Qty-2) Sliding doors shall be extruded aluminum frame, half glass (double pane 3/4" (19.05 min) Insulated clear w/Low-E tempered safety glass), top hung style using an overhead track and heavy duty ball bearing nylon tires with steel hub Door shall be supplied with mortise hook bolt lockset with removable cylinder Door same color as building OELECTRICAL Building shall be wired according to N E C standards WP Load center shall be 125 amp main lug. 120/240 volt unit with 8/16 open circuits Wring shall be within surface mounted EMT conduit, and included shall be (1) GFI duplex receptacle with tester A 9 LIGHTING Lighting shall be a t -2) 4' LED t -1 indoor, (qty-1) wet location lights both controlled b independent wall mounted switches located near 9 9 (q Y (q Y) 9 Y the doors t0 HVAC Thru wall, HVAC - 208/230 Volt 12,000/11,800 Cooling BTLIM 1,20019,200 Heating BTU, mechanical controls with variable setting thermostat, 2 cool/2 fan only speeds Fan cycle switch for reduced energy 11 COUNTER Full width 18" deep by 3/4" white melamine work space counter Supplied with counter top drop wire grommet(s) NOTES FOUNDATION BY OTHERS IN THE FIELD MAIN SERVICE DISCONNECT, UTILITY HOOKUP AND SERVICE GROUND BY OTHERS IN THE FIELD CUSTOMER APPROVAL I THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PRODUCED IN ACCORDANCE WITH AUSTIN MOHAWK & COMPANY LLC'S PROPOSAL AND THE PROJECT DESIGN THE PROJECT WILL BE MANUFACTURED IN ACCORDANCE TO THIS INFORMATION AS SUBMITTED THE SECURING OF BUILDING PERMITS AND COMPLIANCE WITH APPROPRIATE BUILDING CODES IS THE RESPONSIBILITY OF THE PURCHASER OF THE BUILDING AND NOT THE RESPONSIBILITY OF AUSTIN MOHAWK o APPROVED AS SUBMITTED O APPROVED AS NOTED E::j REVISE AND RESUBMIT SIGNED: DATE: C UPDATE REVISION STATUS OF SHEETS, ADVANCED SHEET NUMBER B UPDATE REVISION STATUS OF SHEETS. REVISED CUSTOMER NAME REVISED QUOTE NUMBER A UPDATE REVISION STATUS OF SHEETS. REVISED NOTES 3 5 6 7 & 9 REV DESCRIPTION REVISIONS I REVISION STATUS OF SHEETS Lip -y Lr11p' 0 i t . TRACEY L'cPT1� DEVRIE 0907 n co 062217 CD; NO. U-4094 � '-� /} J/1 w I 07 26 17 DATE BV Af ti Q � Q (� _J Z co o O Q 0 O Y Z Q U_ L �- Q U m _j O Q O N L0 red aHAW ystems 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 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 . LLC TITLE 3'-7 112" X 5'-4" ALUMINUM BUILDING JOB No 0170201 QUOTE NO LOCATION VIRGINIA STATE WIDE MOD NO ALB45H2FB oLOR QUAKER BRONZE TE 07 1917, A. W11111 i By HPB ALE N.T.S. HEET 1 OF 6 ELEVATION AAA ELEVATION B A B ELEVATION CAA ELEVATION D A B FASCIA WITH 3" 17 7/8" 17 7/8" A 17 7/8" 17 7/8" OVERHANG ON 3 SIDES ie �j ~O.H~I 1 �/ A I~42" 53 /4" 114" HVAC UNIT WP NOMINAL C 108" / HVAC 104" LOAD HEI 3HT 12"---I POST I' CLEARANCE � UNIT CENTER A.F.G. HEI HT =_ L 43 14" U l == A"331/ D A F G APP OX. vwP C E LOAD —30' 1130 112" DOOR 37 112" 30 1/2" DOOR 30 CENTER I -25"- 27" DOOR 27" DOOR OPENING 3 112 — OPENING -25 - © 4•, 5'-10" OUT -TO -OUT FASCIA 5'-4" OUT -TO -OUT BUILDING 18" WORK HVAC DRAIN HOLE f COUNTER RECEPTACLE 2X 46 1/2" A.F.F- - - 8" APPROX. - (BELOW SWITCH) 102 1 /4" CEILING HEIGHT A F.F I CABLE GROMMET ANCHOR-/ CLIP 4X I 3'-7 1!2" (D OUT G FI TO O I OUT I BUILDING LED STRIP LIGHT O O LED STRIP LIGHT O PLAN VIEW A B I THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PRODUCED IN ACCORDANCE WITH AUSTIN MOHAWK & COMPANY LLC'S PROPOSAL AND THE PROJECT DESIGN THE PROJECT WILL BE MANUFACTURED IN ACCORDANCE TO THIS INFORMATION AS SUBMITTED THE SECURING OF BUILDING PERMITS AND COMPLIANCE WITH APPROPRIATE BUILDING CODES IS THE RESPONSIBILITY OF THE PURCHASER OF THE BUILDING AND NOT THE RESPONSIBILITY OF AUSTIN MOHAWK o APPROVED AS SUBMITTED APPROVED AS NOTED 0 REVISE AND RESUBMIT SIGNED: DATE: O 7'-4 112" OUT TO OUT FASCIA UPPER WALL PANEL LOWER WALL PANEL D 37 112" 43 112" ALUMINUM FASCIA TO MATCH EXTERIOR FINISH /T\ VIEW B-B AA 1— 3" ---1 ALUMINUM INTERIOR EXTERIOR EXTRUDED HORIZONTAL WALL MULLION t 3T r"/' =k-IB-----_ WALL SECTION DETAIL C ADVANCED SHEET NUMBER B REVISED ELEVATIONS B. D. AND PLAN VIEW A REVISED ELEVATIONS A, 8. C D PLAN VIEW VIEWS A -A. B-8, C-C & D-D REV DESCRIPTION REVISIONS VIEW D-D A G J RACEY l` f'iN DEVRIES 090717 1pi, NO.0•109 5 0822 17 A ,i //•4 0726 17 HRH 4,4v DATE BY r �tl 3I�� Lam" "+y ONAL '• tiH " **4 Q a) I z O LL Q Y z U � l�— _ ? Z � m g O ~ O Q CV L() AU MOHA K engineered bu�ldinp rystem: 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@austinrnohawk.com 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 & Cc , LLC S-7 112" X 5 4" ALUMINUM BUILDING JOB NO 0170201 QUOTE NO LOCATION VIRGINIA STATE WIDE Moo NO ALB45H2FB COLOR QUAKER BRONZE DATE 07,19,17 DRAWN BY HPB SCALE N. T S. SHEET 2 OF 6 © 1 1/2" 01/4" HOLE IN �I —64 1/4"—1 ONE OUTSIDE 1/8" TYP 1/8" 561/4" CHAMFER WELD 1/8 1/8" 17 5/8" — 17 5/8" 1 17 , zX (3) 43 3/4" L 3 E E © 35 3/4" 2X 2 2X 5 4 4X 4X O BASE FRAME PLAN VIEW NOTE ALL WELDING PER WELD PROCEDURE SPECIFICATION #2 & #3 DETAIL "A" W ITEM DESCRIPTION LENGTH OTY 1 4" X 4" X 1/4" STEEL ANGLE 64 1/4" 2 2 4" X 4" X 1/4" STEEL ANGLE 43 3/4" 2 3 2" X 2" X 1/8" STEEL ANGLE 35 3/4" 2 4 1 1 1/2" X 1 1/2" X 1/8" STEEL ANGLE 12" 4 5 1 Y X 3" X 3/8" STEEL ANGLE ANCHOR 3" 4 CUSTOMER APPROVAL THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PRODUCED IN ACCORDANCE WITH AUSTIN MOHAWK & COMPANY LLC'S PROPOSAL AND THE PROJECT DESIGN THE PROJECT WILL BE MANUFACTURED IN ACCORDANCE TO THIS INFORMATION AS SUBMITTED. THE SECURING OF BUILDING PERMITS AND COMPLIANCE WITH APPROPRIATE BUILDING CODES IS THE RESPONSIBILITY OF THE PURCHASER OF THE BUILDING AND NOT THE RESPONSIBILITY OF AUSTIN MOHAWK. O APPROVED AS SUBMITTED o APPROVED AS NOTED o REVISE AND RESUBMIT SIGNED DATE 24 GA GALV PANEL INSULATION SUPPORT TACK WELDED TO ITEM 1 AND ITEM 2 (8" ON CENTER) 4" SECTION E-E C ADDED SHEET REV DESCRIPTION REVISIONS ,ti L s �� :f H1iFICATiON CI s f. t � ♦U UTRACEY IVNN DEVRlES NO. 04094 - � DATE BY i �- I �b�/- �•�";� jPY�srl.,... ClJV.x tq Q rn �t Q O J Cy') Q Y z Q U_ L !- D Q U m _j o Q 0 (V Lf) ryit6111t 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.cofn 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, LLC TITLE 3'-7 112" X 54" ALUMINUM BUILDING JOB NO 0170201 QUOTE NO LOCATION VIRGINIA STATE WIDE MOD NO ALB45H2FB COLOR QUAKER BRONZE ATE 07 19 17 DRAWN BY HPB SCALE N.T S. SHEET 3 OF 6 5/8" 16 GA STEEL CEE STUD FASTENED TO DECK PAN WITH #10 x 3/4" TEK SCREWS w/NEOPRENE WASHER EVERY 16" O C IB GA 6TEEl CEE 9TU0\ 3 7I1G"� 3/8"� 21 /16" 1" - FINISH 112' SIDE f 2 1l2" f 1 J I (02) @ 10" 1/2" 20 GA STEEL DECK PAN PROFILE 16 GA STEEL FORMED CEE STUD —68" OUT -TO -OUT DECKING — 18" WORK 12" COUNTER — 8" APPROX. Q, Vx I` 46 1 /2" A F F HVAC y �I 10 -- _JR�CEPTACLE CABLE ELOW SWITCH) GROMMET 43 112" IOUTr P10 P12 P12 P12 P12 P1 43" OED► ^TO @ °�HVAC OUT BUILDING LOADUNIT B9 CENTER 1 -= --- -= -- I 86112" O S2 - _ OUT I TO I 24" OUT I — — — � DECKING 18 GA SUB -GIRT 2X 16 GA CEE-STUD -- -- 7X A O -64" OUT -TO -OUT BUILDING WIRING VIEW O ROOF PLAN VIEW A10Tts . LOAD CENTER 3W A F G -GFI RECEPTACLE LOCATED 1E' A F f HVAC RECEPTCALE LOCATED 1C A F F CUSTOMER APPROVAL THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PRODUCED IN ACCORDANCE WITH AUSTIN MOHAWK & COMPANY LLC'S PROPOSAL AND THE PROJECT DESIGN. THE PROJECT WILL BE MANUFACTURED IN ACCORDANCE TO THIS INFORMATION AS SUBMITTED. THE SECURING OF BUILDING PERMITS AND COMPLIANCE WITH APPROPRIATE BUILDING CODES IS THE RESPONSIBILITY OF THE PURCHASER OF THE BUILDING AND NOT THE RESPONSIBILITY OF AUSTIN MOHAWK. o APPROVED AS SUBMITTED o APPROVED AS NOTED 0 REVISE AND RESUBMIT SIGNED: DATE: c REV ADDED SHEET SINGLE PHASE, 3 WIRE. 125 AMP MAIN LUG 1201240 VOLT LOAD CENTER CINCUI9 NOMBF.R ELECTRICAL COMIAONENT CI.C.UIT NI.IMBER is OFIRECEmACLE 20A 51. L1. M1 14 Y INAC AA EA SPACE It SPACE SPACE . SPACE SPACE �. 5E 5PAC.E SPACE G� I. SPACE SPACE a. fp SPACE SPACE dG ALL CIRCUIT; HALL BE WIRED WITH 012 AWG STRANDED BOP! T-N INSULAI ED WIPE WITHIN 14'O EMT CONDUIT DESCRIPTION REVISIONS 09,07 17 DATE A,.aa-o* py �^LTH op og" x RTiFICAAON f ' .� O U TPLA,(_-EY LVNN DEVRIUE AP NO. 040945 4s BDA 0�4/��,(� I C� 'x,:fnu.1 Q a) acr— r Z 0 _J O � Ll_. I-_ C� Z Q U LL I- Q U m _j o Q 0 CV Ln r7HAIW yetem• 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.auslinmohawk corn E-mail info@austinmohawk.com 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. LLC TITLE X-7 1/2" X 5'-4" ALUMINUM BUILDING JOB NO 0170201 QUOTE NO LOCATION. VIRGINIA STATE WIDE OD NO ALB45H2FB LOR QUAKER BRONZE 40 +ATE 07.19 17 PAWN BY HPB SCALE N T S SHEET 4 OF 6 FASTEN FASCIA TO Z-BRACE USING #10X3/4" TEK SCREWS WITH NEOPRENE WASHER EVERY 12" O.0 FASTEN DECK PAN TO RECEPTOR USING #10X3/4" TEK SCREWS WITH NEOPRENE WASHER EVERY 12" O.0 - WEATHER TAPE SEALER .032 ALUMINUM FASCIA GALVANIZED STEEL Z-BRACE / ASTEN DECK PAN TO RECEPTOR USING #10X314" TEK SCREWS WITH NEOPRENE WASHER EVERY 12" O.C. 20GA WHITE STEEL DECK PAN /_2" X 2" X 1/8" ALUMINUM CEILING ANGLE RECEPTOR AND CEILING ANGLE FASTENED TO MASTERFRAME WITH #10 x 3/4" TEK SCREWS EVERY 12" O.0 RECEPTORS MASTERFRAME� 20GA PRE -FINISHED WHITE STEEL CEILING PAN SNAPPER WITH 3" PLOYISO RIGID INSULATION (R-19.5) �20GA PRE -FINISHED WHITE STEEL CEILING PAN FASTENED WITH 3/16" DIA POP RIVET EVERY 12" O.C. DOUBLE PANE INSULATED 3/4" CLEAR LOW-E TEMPERED SAFETY GLASS SNAPPER 032 ALUMINUM EXTERIOR PANEL (COLOR QUAKER BRONZE) 1 1/2" x 1 1/2" x 1/8" STEEL ANGLE STUB UP FOR BUILDING TIE -DOWN FASTEN U-CHANNEL TO BASE FRAME USING #14 TEK SCREWS 12" O C U-CHANNEL 3" x 3" x 3/8" STEEL ANCHOR CLIP WITH (1) HILTI KWIK BOLT TZ ANCHOR BOLT, 1/2" DIA X 5 1/2" LONG EMBEDDED 4 1/2" MINIMUM INTO 3000 PSI CONCRETE, TYP AT EACH CORNER (ANCHOR BOLT BY OTHERS IN THE FIELD) CUSTOMER APPROVAL THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PRODUCED IN ACCORDANCE WITH AUSTIN MOHAWK & COMPANY LLC'S PROPOSAL AND THE PROJECT DESIGN THE PROJECT WILL BE MANUFACTURED IN ACCORDANCE TO THIS INFORMATION AS SUBMITTED, THE SECURING OF BUILDING PERMITS AND COMPLIANCE WITH APPROPRIATE BUILDING CODES IS THE RESPONSIBILITY OF THE PURCHASER OF THE BUILDING AND NOT THE RESPONSIBILITY OF AUSTIN MOHAWK. E::i APPROVED AS SUBMITTED o APPROVED AS NOTED 0 REVISE AND RESUBMIT SIGNED. DATE. 3/4" x 3/4" x 1/8" ALUMINUM ANGLE GLASS STOP AND 1" x 3" x 1/8" ALUMINUM ANGLE WINDOW FRAME FASTENED WITH #8-18 TEK2 PAN HEAD SCREWS @ 12" O C E 032 ALUMINUM INTERIOR PANEL (COLOR QUAKER BRONZE) 3/4" RIGID POLYISO INSULATION (R-18) 1:79:L1wTAM FASTEN U-CHANNEL TO MASTER FRAME WITH #10X3/4" TEK SCREW EVERY 12" O.C. 1/8" ALUM DIAMOND PLATE FINISHED FLOOR FASTENED TO FLOOR JOIST WITH #10X1 PANHEAD TEK SCREW IGID POLYISO INSULATION (R-26) `BITUMINOUS SEALANT BY OTHERS IN THE FIELD GALVANIZED STEEL INSULATION SUPPORT PANEL `4" X 4" X 1/4" STEEL ANGLE BASE FRAME TYPICAL WALL SECTION a LT H TP.ACEY DEVRI NO. 040Q45 09 07 11 CD%, ,� ?Fv DESCRIPTION DATE F.Y / REVISIONS s7[„` f(� ♦r Fa _1 0 Q � z CD c7 0 Q L1 0 0 Y z Q U_ L I- Q U m _j o Q 0 CV LO (rAUSTIN,l*m 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 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 pan to manufacture anything whether or not shown hereon reproduced or disclosed to anyone without direct written permission from Austin Mohawk & Co . LLC rlrLE S-7 112" X 54" ALUMINUM BUILDING JOB NO 0170201 QUOTE NO ,LOCATION VIRGINIA STATE WIDE %D NO ALB45H2FB °60R QUAKER BRONZE 40 DI 07.19 17 CI%WN BY 3% HPB tiLE N T.S. SHEET 5 OF 6 ELEVATION A DETAIL 'F' DETAIL 'G' E r DETAIL 'H' . E r 6" (TYP) FOUNDATION BY OTHERS IN THE FIELD NOTE DEAD LOAD OF BUILDING ON FOUNDATION 60 LBS PER LINEAR FOOT CONTINUOUS LOAD AT PERIMETER OF BUILDING. VERTICAL CORNER VERTICAL MULLION #14 TEK = -i SCREW J TIA'. '1 1/2" X 1 1/2" X 1/8"X 12" STEEL ANGLE STUB TIE DOWNS 3"- SECTION E-E SCALE: N.T.S. 1 3/8" ��IJf q HEAD SILL FEMALE CORNER f SNAP IN if MALE CORNER 1 FEMALE CORNE VERTICAL CORNER 3" r 3" p CUSTOMER APPROVAL II THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PRODUCED IN ACCORDANCE WITH AUSTIN MOHAWK & COMPANY LLC'S PROPOSAL AND THE PROJECT DESIGN, THE PROJECT WILL BE MANUFACTURED IN ACCORDANCE TO THIS INFORMATION AS SUBMITTED. THE SECURING OF BUILDING PERMITS AND COMPLIANCE WITH APPROPRIATE BUILDING CODES IS THE RESPONSIBILITY OF THE PURCHASER OF THE BUILDING AND NOT THE RESPONSIBILITY OF AUSTIN MOHAWK. APPROVED AS SUBMITTED O APPROVED AS NOTED O REVISE AND RESUBMIT SIGNED: DATE. TOP VIEW FRONT VIEW ALL FASTENERS ARE #10 SHEET METAL SCREW AT 1" LONG DETAIL 'F' SCALE: N.T.S. MALE CORNER TOP VIEW I HEAD SILL SNAP IN FRONT VIEW ALL FASTENERS ARE #10 SHEET METAL SCREW AT 1" LONG DETAIL 'G' SCALE N.T.S. SNAP IN CONNECTION 1 3/8" `— / I 1 3/8" FEMALE CORNER lJ SNAP IN CONNECTION j MALE CORNER ' TOP VIEW ALL FASTENERS ARE #10 SHEET METAL SCREW AT 1" LONG ''N�+veep DETAIL 'H' ��LTH C ADVANCED SHEET NUMBER B ELEVATION W WAS ELEVATION'C' TO COORDINATE WITH DETAILS A REVISED ELEVATION C REV DESCRIPTION REVISIONS HEAD SILL i ` SNAP IN FRONT VIEW SCALE: N.T.S. 09.07 17 D6.22 17 0726 17 DATE 4 l"T � — IfI-ACF', DIN Pt 1ES CA NO. 043 45 CUAO f. HPB > 0 �A /r l�� By fII�. IAt t l` 0 Q � O cM Z CD OILL Q Y z U_ L-L _ D Q U m _j o Q 0 N LC) (rAUSTINpto. s 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.cotn E-mail info@austinmohawk.com 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 LLC TnLE 3'-7 1/2" X 54' ALUMINUM BUILDING JOB NO 0170201 QUOTE NO LOCATION VIRGINIA STATE WIDE Moo No111, ALB45H2FB id DLOR QUAKER BRONZE -WTE 07.19.17 AWN By HPB SCALE N.T.S. SHEET 6 OF 6