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<br /> 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE lfl 2 THHN SOLID COPPER WITH GROUND.WIRING
<br /> 2017 FLORIDA BUILDING CODE 6th EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEG. FIXTURE LOCATIONS&TYPE MAY VARY. <
<br /> m7 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY
<br /> (3 SECOND GUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS -TYPE,SIZE,QUANTITY AND LOCATION MAY VARY.
<br /> MAXIMUM WINDOW SIZE 48'WIDE x 36"HIGH, m ul C3
<br /> 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND > 10
<br /> ALL OTHER APPLICABLE CODES. 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, -
<br /> MESA ALUMINUM 4'LAP ALUMINUM,5/8'PT T-1 11 SIDING,VINYL SIDING
<br /> 3.BUILDING CLASSIFIED WITH ENERGY BRACE
<br /> BACKER, CEMENT PANEL,POLYCARBONATE,
<br /> HOT FOR HABtTA Iff AS RESIDENTIAL LAWN STORAGE,50/125 PSF FLOOR LOAD, OR LP SMARTSIDE.ROOF COVERINGSRINGS INCLUDE 29 GAUGE GALVALUME STEEL, U ow
<br /> SHINGLE ROOF OVER 1/2'PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR
<br /> "TILE OVER 7116 OSB AND 15 LB.FELT,
<br /> 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMA a (4(-'
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<br /> 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-1/4"X.099'GALV RING SHANK NAILS FOR ALL CONNECT IONS BETWEEN En 04 0 w
<br /> SPACING SHALL NOT EX(EXCEED LIMITS AS INDICATED, L�
<br /> WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. _j>
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<br /> B.ALL FLOOR SKID&JOIST LUMBER TO BE 92 SYP KD PT z 16.34'PLYWOOD FLOORING SURFACE NAILED WITH 3'x 0.120"GALV.NAIL SPACED
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<br /> ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE�l SYP KI) 6"EDGE/10'OC FIELD.FLOORING ORIENTED PERPENDICULARTO FLOOR JOISTS.
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<br /> 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE " :)z
<br /> PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA Ul AND 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNERS
<br /> FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC
<br /> REQUIREMENTS AFFECTING,THE INSTALLATION,SETUP AND UTILITY z Boa
<br /> 8-TRUSS DESIGNED TO SUPPORT D-L.�L.L.=35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL 0 0 K::1
<br /> RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE
<br /> 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE.
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<br /> 32,00t)MINIMUM YIELD STRENGTH.
<br /> 18-ROOF DRAINAGE PER 1503A&R903.4
<br /> 10.USE#8 X 314'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN
<br /> ALUMINUM LAP SIDING AND FRAME,USE 08 X 3/4"WITH 1/2"NEOPRENE-BACKED
<br /> WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
<br /> SPACING AS FOLLOWS:
<br /> ROOF/SIDING-PERIPHERAL MEMBERS S*OC §?Bltf BUILD RS, INC.
<br /> ROOF/SIDING-INTERIOR MEMBERS tO'OC FLOOR LIVE LOAD:
<br /> SIDING- 12"OC BOTTOM PERIMETER. A, 50/125 PSr912-b2 45A
<br /> ROOF LIVE LOAD;
<br /> 11.DOOR SHALLL BE 11X 11 STEEL TUBE WELDED FRAfvlE WITH AN ALUMINUM
<br /> PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE,DOOR IS A. 30 PSF
<br /> ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE R60F SMOW LOAD.
<br /> DOUBLE ALUMINUM DOORS GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, NO!APPLICABLE
<br /> SIZE,QUANTITY AND LOOKYION MAY VARY,DOOR NOT SUBJECT TO HEIGHT 11.1 le AMERIMA, RUFFY
<br /> AND WIDTH REQUIREMENT IF BUILDING IS e-4DOSF PER FBC 1010AA(8). W11,10 LOAD: FLORIDIAN, GAMBREL
<br /> A. ULPMASE 160 MPH; NOMINAL 124 MPH BARN, GREENHOUSE
<br /> B. RISK CATEGORY I NO.6" CLASSIC, PORCH
<br /> 3" "
<br /> C. B VAND EXPOSURE iATEGOW 1�, MODEL. STEEL
<br /> D. Glt4 +6% MERNAL PRESSURE
<br /> STATE Re-:� 'rBC 2017
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<br /> f! ; ENONE
<br /> Pfl i0PROVAI 2',l1Ni 01.1t.
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