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Fl® BIN BUILDERS , INC . oNn L YONS, GEORG/A °�N O N N m p Li Q O Q w� J f Oip./ /_ Q GENERAL NOTES " J O .Q �Z O ZOO 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING �a 2017 FLORIDA BUILDING CODE Bth 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 C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS - TYPE,SIZE,QUANTITY AND LOCATION MAY VARY. MAXIMUM WINDOW SIZE 48'WIDE x 36"HIGH. m ul -m 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, ALL OTHER APPLICABLE CODES. MESA ALUMINUM 4'LAP ALUMINUM 5/8"PT T-111 SIDING VINYL SIDING r= 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. WITH ENERGY BRXCE BACKER FIBER CEMENT PANEL PbLYCARBONATEOR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 GACIGE GALVALUME STEEL, v in m NOT FOR HABITATION. SHINGLE ROOF OVER 1/2'PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR w v w 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16"OSB AND 15 LB.FELT. y F M M w of J S.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-1/4"x.099"GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN C4 a N a o; SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. C F=m N 0 6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KC,PT 16.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3" '0.120'GALV.NAIL SPACED a O z cV o••4 Z ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE k1 SYP KD 6"EDGE/10"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. w O rn 3 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE y N Jv :)a w PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 AND 17.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC p Z O o REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY B.TRUSS DESIGNED TO SUPPORT D.L.+L.L.-35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL O o a RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE. 32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1503.4&R903.4 10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN T L STRUCTURAL ENGINEERS ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4'WITH 1/2"NEOPRENE-BACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS: p �� ROOF/SIDING-PERIPHERAL MEMBERS 5"OC LOONS BGA 3043 INC. ROOF/SIDING-INTERIOR MEMBERS 10"OC FLOOR LIVE LOAD: SIDING- 12'OC BOTTOM PERIMETER. A. 50/125 PSF LOONS 6 A 0 66 11.DOOR SHALL BE 1"X 1"STEEL TUBE WELDED FRAME WITH AN ALUMINUM ROOF LIVE LOAD: PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. 30 PSF ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: DOUBLE ALUMINUM DOORS GARAGE DOORS AND PREHUNG STEEL DOORS.TYPE, NOT APPLICABLE AMERICANA, RUFFY SIZE,QUANTITY AND LOCATION MAY VARY.55OR NOT SUBJECT TO HEIGHT WIND LOAD: FLORIDIAN, GAMBREL AND WIDTH REQUIREMENT IF BUILDING IS<+400SF PER FBC 1010.1.1(8). A. ULTIMATE 160 MPH: NOMINAL 124 MPH BARN, GREENHOUSE B. RISK CATEGORY 1 CLASSIC, PORCH C. B WIND EXPOSURE CATEGORY MODEL, STEEL D. GCpi v +-.55 INTERNAL PRESSURE NOT APPROVED FOR HVHZ "FBC 2017 '12-20-17 1 of 8 .. NONE