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ruzz ,fo% Waft, R%jtsiN BUILDERS, +DW L YONS, GEORGI A t N �p I O r N N •N C .47007 m¢ GENERAL NOTES - 4< 0 o� 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE j 2017 FLORIDA BUILDING CODE 61h EDITION,2014 NAIONAL ELECTRIC CODE, 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING ¢ 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY PROTECTED PER 2014 NEC. FIXTURE LOCATIONS 8 TYPE MAY VARY. (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. 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND > ,o ALL OTHER APPLICABLE CODES. 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MESA ALUMINUM,4'LAP ALUMINUM 518'P7 T-111 SIDING.VINYL SIDING 3.BUILDING CLA651FIED AS RESIDENTIAL LAWN STORAGE.501125 PSF FLOOR LOAD. W�ENERGY BRACE BACKER FIBER CEMENT PANEL,POLYCARBONATE NOT FOR HABITATION. OR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 OAUGE GALVALUME STEEL, m .. SHINGLE ROOF OVER 1/2'PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR q 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16'OSB AND 15 LB.FELT. a 6. I..n o 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 CONNECTIONS BETWEEN SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. 6.ALL FLOOR SKID 8 JOIST LUMBER TO BE#2 SYP KD PT 16.3/4'PLYWOOD FLOORING SURFACE NAILED WITH 3'x 0.120'GALV.NAIL SPACED ALL WALL PLATES,STUDS 8 RAFTERS LUMBER TO BE#1 SYP KD 8'EDGE/10'OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. � rn O m -•0 3 7.ALL WOOD WITHIN W OF GRADE OR IN CONTACT WITH MASONRY SHALL BE PRESERVATTVE TREATED IN ACCORDANCE WITH AWPA U7 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 REQUIREMENTS AFFECTING THE INSTALLATION SETUP AND UTIUTY C o O F S.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL a RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE 9.ALL ALUM NUM SIDING/ROOFING TO BE 3D04 ALLOY CONFORMING TO ASTM 8-209, REQUIREMENTS FOR THIS STRUCTURE. adavtek• 32,OD0 MINIMUM YIELD STRENGTH. , 18.ROOF DRAINAGE PER 1503.4 8 R903A i��• 10.USE#8 X 314'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4'WITH 1/2•NEOPRENE43ACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS: ROOFISIDING-PERIPHERAL MEMBERS 5'OC �..rarlm,.um ROOF/SIDING-INTERIORMEMBERSI0.00 FLOOR LIVE LOAD: amw>nn SIDING-12'OC BOTTOM PERIMETER A.50/ "` 125 PSF ��,�c�www 12-'26-3266 6 ROOF LIVE LOAD: 11.0001�SHALL BE 1'X 1•STEEL TUBE WELDED FRAME WITH AN ALUMINUM a DD PSF PANEL NSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: DOUBLE ALUMINUM DOORS GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, NOT APPUCABIE ��'(N E Y''i AMERICANA, RUFFY SIZE,QUANTITY AND LOCATION MAY VARY.DOOR NOT SUBJECT TO HEIGHT WIND LOAD: �`' FLORIDIAN, GAMBREL AND WIDTH REQUIREMENT IF BUILDING IS«gpDSF PER FBC 1010.1.7(8). =VCFIISF+� A.uLaMATE 16O MPH;Nouvul 124 MPH `•••' •_� BARN. GREENHOUSE B.w3x CATEGORY 1 _*: Na$3439 CLASSIC, PORCH C.B WwD D�OSURE CATEGORY * *= MODEL, STEEL D.CCPI.+-ss INTERNAL vREssuRE 9/4P/POfEi � ••, B1ATE W 'FBC 2017 " '� f?oaQ `12-20-17 1 of e �h PSI APPROVAL 2016-01-15 �1 EPHVRHIL 8 1 ALL WORK$HALL COMPLY WIY'H PREVAILING MLANS EXAMINER CODES FLORIDA BUILDING CODE, 'NATIONAL ELECTRIC C®r)E, AND THE CITY OF ZEpHypjq,LLS