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F:CC FRy%'.5"5o% m"% lN BUILDERS , lNC ,. �� L Yp�lyq, GEORGIA X 1 a ol 0 GEIAERAIL 1,-IOTES z L'zow �m 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING n-j a10'17 FLORIDA BUILDING CODE Gth EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY. 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY (3 SECOND GUST),EXPOSURE 0 FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS - TYPE,SIZE,QUANTITY AND LOCATION MAY VARY. MAXIMUM WINDOW SIZE 48"WIDE x 36"HIGH. mtn-o 1 ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND > to ALL OTHER APPLICABLE CODES. 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MESA ALUMINUM,4-LAP ALUMINUM,51W PT T-11 I SIDING,VINYL SIDING A WITH ENERGY BRACE BACKER,FIBER CEMENT IFI D AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. OR LP SMARTSIDE.ROOF COVERINGS INCLUDE I-: 8S Eri In m NOT IT.'NGHABITATION.CLLU T PANELbPOLGYACARBONATSErEEL, 3, DE 29 GAUGE LVALUME SHINGLE ROOF OVER 112"PLYWOOD WITH 2 LAYERS OF 15 U3.FELT OR PERMATILE OVER 711 6!'OSS AND 16 LB.FELT, 't 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 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 a In I, >w SPACING SHALL NOT EXCEED LIMIT SAS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. X. I I.- - q ul> z Z G.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KI)PT 16.,3/4'PLYWOOD FLOORING SURFACE NAILED WII'H 3"x 0.120"GALV.NAIL SPACED 0 z 0�;: §i ALL WALL PLATES,STUDS a RAFTERS LUMBER TO BE kl SYP KD W EDGE/10"00 FIELD.FLOORING ORIENT ED PERPENDICULAR TO FLOOR JOISTS. tno 1-6 C-4>; L) 7.ALL WOOD WITHIN 8'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE to z PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA 01 AND 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNERS FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC z REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY 0..p" 8.TRUSS DESIGNED TO SUPPORT D.L.,L.L.=25 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL 0 :3 RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE 0.ALL ALUMINUM SIDING/ROOFING TO BE 30U4 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE. u*c4tek 1 32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1603.4&R903.4 10,USE 08 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ALUMINUM LAP SIDING AND FRAME.USE#8 X 3A1°WITH 1/2-NEOPRENE-BACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS: ROOFISIDING-PERIPHERAL MEMBERS 5'0C §08114 BUfDERS, INC. ROONSIDING-INTERIOR MEMBERS iO"OC FLOOR LIVE LOAD. 52 S. S ATE ST. � 436 r- SIDING- *12"O BOTTOM PERIMETER, A. 5(,/125 PSF 9byi� ,A lat26-31606 ROOF LIVE LOAD: 11.DOOR SHALL 13E VX V$TEEL TUBE WELDED FRAME WITH AN ALUMINUM PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. 39 PSF ATTACHED TO VERDO ICAL DOORJAMS,OPTIONAL DOORS INCLUDE ROOF SNOW I,0AD: I DOUBLE ALUMINUM DOOR$ GARAGE DOORS,AND PREHUNG STEEL DOORS,TYPE, N01 APPLICABLE o'r, AMERIFENA, RUFFY � " " � - SIZE,QUANTITY AND LobAiem MAY VARY.DOOR NOT SUBJECT TO HEIGHT AND WIDTH REQUIREMENT IF BUILDING IS<.k40OSF PER FBC WIND LOAD: FLORIDIAN, GAMBREL A. ULTIMATE 160 kIP11;NOMINAL 124 MPH BARN, GREENHOUSE 5-ung CLASSIC, PORCH D. RISIC CAIEGOW I MODEL, STEEL C. 8 VAND EXPOSURE CMEGORY D. !4X0 +--.56 NTERNAL PRE33URE -p j; 3TAM OF BC 2017 "'12-20-17 1 Of 8 r4 I NONE a C-I-