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ROJBIN' 9'5UlLDER,-rz*, <br /> 0 <br /> '.6 <br /> L YONS, GEORGIA <br /> O� <br /> z 0 <br /> GENERAL NOTES 0'4 <br /> �zll� <br /> " <br /> 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING <br /> 2017 FLORIDA BUILDING CODE 61h EDITION,2014 NAIONAL ELECTRIC CODE PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY. <br /> 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY <br /> (3 SECOND OUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS-TYPE.SIZE,QUANTITY AND LOCATION MAY VARY. <br /> MAXIMUM WINDOW SIZE 49"WIDE x 36*HIGH. <br /> 2.&�(rTERAIALPS&N H -IN ACCORDANCE WITH THE ABOVE CODE AND > <br /> OTHER <br /> P I"CODES. <br /> BE 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, <br /> MESA ALUMINUM,4�LAP ALUMINUMa,86PT 1118 G VINYL SIDING <br /> ENERGY <br /> SjA T T PANTP6 Lyr <br /> 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.SW125 PSF FLOOR LOAD. WITH I 4E BACKER, CEMENT _ARE 3NAT6 NOT FOR�.W OR UP SMARTSIDE COVERINGS INCLUDE 29 GAUGE GALVALUME STEEL,HABITATION. <br /> ROOF Or W,13 <br /> SHINGLE 1 PLYWOOD WITH 2 LAYERS OF 15 US,FELT OR ROOF OVER Ir <br /> 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PFPMATILE OVER 7116"OSS AND 15 LB.FELT. zi <br /> 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 <br /> SPACING SHALL NOT EXCEED LIMITS A$INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. A'. 01 <br /> z <br /> 'o <br /> 6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KD PT. 16.3/4'PLYWOOD FLOORING SURFACE NAILED WITH 3'x 0.120'GALV.NAIL SPACED a z I=�:0 O �Fz <br /> ALL WALL PLATES.STUDS&RAFTERS LUMBER TO BE#1 SYP KO 6`EDGEl 1O'OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. u <br /> 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 .5'x <br /> PmRt< <br /> PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA Ul AND RESPONSIBILITY TO CHEMINIT.1i LOCAL CODE AUTHORITY TO VERIFY SPECIFIC 0022 <br /> FASTENED WITH GALVANIZED FASTENERS. CT THE <br /> zu 5 <br /> REQUIREMENTS AFFECTING INSTALLATION,SETUP AND UTILITY 0. <br /> a.TRUSS DESIGNED TO SUPPORT D.L.-L.L.=35 PSF, CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL Q04D <br /> RESPONSIBILITY FOR COMPLIANCE WITH LOCAL.COUNTY OR MUNICIPAL CODE <br /> REQUIREMENTS FOR THIS STRUCTURE. <br /> 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM 8-209. <br /> 32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1503A&R903A <br /> 10.USE#8 X 3/4'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN <br /> ALUMINUM LAP SIDING AND FRAME.USE#8 X 3fV WITH 1/2'NEOPRENE-BACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS <br /> SPACING AS FOLLOWS: <br /> ROORSIDING,-PERIPHERAL MEMBERS S'OC 00 LDERS INC. <br /> ROOFISIDING-INTERIOR MEMBERS I(FOC FLOOR LIVE LOAD: RIN•gARfi <br /> SIDING-12"OC BOTTOM PERIMETER. A.50/125 PSF <br /> ROOF LIVE LOAD: <br /> 11.DOOR SHALL OF I-X I-STEEL TUBE WELDED FRAME WITH AN ALUMINUM <br /> PANEL <br /> EL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS <br /> .30 PSF <br /> Q.H OTOVERT, DOORJAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: <br /> A E CAL "Jiljoll" <br /> DOUBLE "ll", "AtErIUNA. RUrFY <br /> SIZE, <br /> -1 <br /> QUANTITY AND <br /> GARAGE STEEL DOORS.TYPE. - <br /> OChlo MAY NOT APPLICABLE Z <br /> CT TO HEIGHT . ......... 0, <br /> AND WIDTH REQUIREMENT IF BUILDING IS—400SF PER FEIC 1010.1.1(8). WIND LOAD: FLORIDIAN,GAMBREL <br /> A.ULTIMATE 160 MPH;NOMINAL 124 MPH BARN.GREENHOUSE <br /> S'RISK CATEGORY I z*.' N.SM CLASSIC, PORCH <br /> C.8 MIND EMSURE CATEGORY MODEL, STEEL <br /> D.GCpI.+-.55 INTERNAL PRESSURE 212 ol <br /> SC 2017 <br /> 1'12-20-17 PSI APPROVAL 201"1-15 <br />