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I ROBIN BUILDERS , INC . COMM, wcq O N N 1 I � 1 3m¢ x1 OJ — --- --- -- - �oa j o a 0 G E r-'-J E RA l- h,l JT E c - jj AW na 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE S12 THHN SOLID COPPER WITH GROUND.WIRING -a a a 2017 FLORIDA BUILDING CODE 61h 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. 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND MAXIMUM WINDOW SIZE 48"WIDE x 36"HIGH. >Er," ALL OTHER APPLICABLE CODES. 14.0 EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MESA ALUMINUM,4"l AP ALUMINUM,5/8'PTT-111 SIDING,VINYL SIDING 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE_50/125 PSF FLOOR LOAD. WfTH ENERGY BRACE BACKER,FIBER CEMENT PANEL,POLYCARBONATE, NOT FOR HABITATION. OR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 GAUGE GALVALUME STEEL, V rn SHINGLE ROOF OVER 1/2"PLYWOOD WITH 2 LAYERS OF 15 LB-FELT OR ? w M 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16"OSS AND 15 LB.FELT. y a M n W o 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-114"x.099"GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. 4 F n 0 6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KID PT 16.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3"x 0.120"GALV.NAIL SPACED a o z N z 4 z o ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE h SYP KD 6"EDGE/10"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. In O m E`--v 3 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE � �J v 0 a r PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA Ui AND 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S ti U., FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC oIn Zo REQUIREMENTS AFFECTING THE INSTALLATION SETUP AND UTILITY "' n O U J J 8.TRUSS DESIGNED TO SUPPORT D.L.t L.L.=35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL 0 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. nMrtcVc 32.000 MINIMUM YIELD STRENGTH_ 18.ROOF DRAINAGE PER 1503.4&R903A 10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 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: n orr a"�ervm ROOF/SIDING-PERIPHERAL MEMBERS 5"OC Mc„m"a §DYIN BUILDERS, INC. ROOFISIDING-INTERIOR MEMBERS 10"OC FLOOR LIVE LOAD:' „rrva,sra,va 5 S. STATEE ST, SIDING- 12"UC BOTTOM PERIMETER. A. 50/125 PSF succcwma a LYONS GA 30436 "usamvran.�u•�;aac,.n.rt.",nc 9 2-526-3266 11.DOOR SHALL SE 1"X 1"STEEL TUBE WELDED FRAME WITH AN ALUMINUM ROOF LIVE LOAD: nm uny neaa:m� PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. 30 PSF rKcc�umn 6 ATTACHED TO VERTICAL DOORJAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: AMERICANA, RUFFY DOUBLE ALUMINUM DOORS GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, , SIZE,QUANTITY AND LOCAT'10M MAY VARY.DOOR NOT SUBJECT TO HEIGHT WIND LOAD: ,� ' ":'"-• FLORIDIAN, GAMBREL AND WIDTH REQUIREMENT IF BUILDING IS<*400SF PER FBC 1010.1.1(8). `��: V06NSF•.•a, A. ULTIMATE 160 MPH; NOMINAL 124 lAPII ';"�� BARN, GREENHOUSE D. RISK CATEGORY 1 No.6=9 CLASSIC, PORCH C. B V11N0 EXPOSURE CATEGORT' _'Rr: i '1�`= MODEL, STEEL D. 0Cp-, = +-.55 INTERNAL PRESSURE =-v` / Tr�' t:T': 8TATEOF f "FBC 2017 ir��}`1i'••20RIOP. G*�� _ "'12-20-17 1 of B NONE P•SI APPROVAL 2018-01-15 � ✓