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ROBIN BUILDERS , INC . ��^o L YONS, GEORG/A °� n N N •N 41 ROB/V O 0 GENERAL NOTES 3w a 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 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 C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY AND LOCATION MAY VARY. MAXIMUM WINDOW SIZE 48"WIDE x 36'HIGH, j 'e 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'E BACKER FIBER CEMENT PANEL PbLYCARBONATE LAP ALUMINUM 6/8'PT T-111 SIDING VINYL SIDING WITH ENERGY BI�AC 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.60/125 PSF FLOOR LOAD. OR LP SMARTSIDE.ROOF CiMFUNGS INCLUDE 29 GAUGE GALVALUME STEEL, v e NOT FOR HABITATION. SHINGLE ROOF OVER 1/2"PLYWOOD WITH 2 LAYERS OF 16 LB.FELT OR F'o N c� 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/18.OSB AND 15 LB.FELT. M 29 � M W �-9 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 N a 0 SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. of 0 6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KID PT 18.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3•x 0.120"GALV.NAIL SPACED i Nz N O. -3 ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE bi SYP KID S'EDGE/10"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. Nov = 3 7.ALL WOOD WITHIN 8'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE 17.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S N PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 AND 3 FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC o 0 J 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 c� 4 M RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE REQUIREMENTS FOR THIS STRUCTURE. 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM 8-209, 32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1503.4&R903.4 { LINE ENGINEERING,tic 10.USE#8 X 3/4'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN JL 5 RUCIURAL EN INE RS �. �.�.M o+ ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4'WITH 1/2"NEOPRENE-BACKED STRUCTURAL LOAD LIMITATIONS William E.Neary,III WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. SPACING AS FOLLOWS: SMP-51,SMI-79,ICC 5185040IN52�6 INC. ROOF/SIDING-PERIPHERAL MEMBERS 6"OC FLOOR LIVE LOAD: ROOF/SIDING-INTERIOR MEMBERS 10'OC 10649 Oakvlew Pointe Terrace N ' ti SIDING• 12'OC BOTTOM PERIMETER. A 50/125 PSF ROOF LIVE LOAD: Gotha,Florida 34734 11.DOOR SHALL BE 1"X 1"STEEL TUBE WELDED FRAME WITH AN ALUMINUM A 30 PSF PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE,DOOR IS ATTACHED UB�UALUMINUM TI UMND LOOKS GARAGE ARON AG VAR.S AN PREHUNGOT STEEL DOORS. �E, NO APPLICABLE `%%%;`tI1�E/V.,,�� LORIDIANA� RUFFY GAMBREL AND WIDTH REQUIREMENT IF BUILDING IS—400SF PER FBC 1010.1.1(8). WIND LOAD: '�� N 1eF••.• BARN, GREENHOUSE A ULTIMATE 160 MPH;NOMINAL 124 MPH B. RISK CATEGORY I _A: No•5m %*: CLASSIC, PORCH C.B WIND DUIOSURE CATEGORY * _ MODEL, STEEL D.GCPI +—.55 INTERNAL PRESSURE �1 4212018 .. !PT APPROVED'FIpg VHZ' - • ..... aATBOP "`Fec 2017 %., . �.•'� .�� `12-20-17 1 o1 8 ,�'.p� •111 1% NONE —�Y 2019-11-04 TOP LINE ENGINEfRLjCWUt"ALN(#(5 q�V"q � HVHZ APPROVED CODES FLORIDA BUILDING CODE, REVIEW DATE MAR � O2� NATIONAL ELECTRIC CODE, CITY OF ZEPHYR I AND THE CITY OF ZEPHYRHILL S PLAAtj EjcgMr ER