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New ROBIN - BUILDERS , 1NC . OONh L rONS, GEORGIA o�" qV GENERAL NOTES Z' Cc! 1.THIS STRUCTURE HAS BEEN DESIGNED IN OCORDANCE WITH THE 12,ALL WIRE SHALL BE#12 THH WITH GROUND.WIRING a CODE 6th EDITION, 2017 FLORIDA BUILDING 2014 FIXTURE DPLID CAPPER RO UR_ NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. 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. 2.ALL MATERIALS AND LABOR SHALL 89 IN ACCORDANCE WITH THE ABOVE CODE AND > ALL OTHER APPLICABLE CODES. 14. WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, ME SA UM NUM 4'LAP ALUMINUM -111 SIDING VINYL SIDING WITH ENERGY FI BER 3.BUILDING CLASSIFIED W' BRACE BACKER R CEMENT PANEL P6LYCAR80NATE NOTFORAL LP S HABITATION. AS RESIDENTIAL LAWN STORAGE.501125 PSF FLOOR LOAD. OR TSIDE.ROOF COVMINgs INCLUDE 29 6KOGE GALVALUME STEEL, SHINGLE ROOF OVER 1/2"PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR RoAff Jv 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16*OSB AND 16 LB.FELT. 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT ME l%USE I/4 BETWEEN 0 MEMBER WOOD, x.099"GALV RING SHANK NAILS FOR ALL CONNECTIONS B EEN ko (L ENGINEERED WOOD,ANDYIBER CEMENT SIDINGS AND FRAME. SPACING SHALL NOT EXCEED LIMITS AS INDICATED. Z S.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KD PT 116.314*PLYWOOD FLOORING SURFACE NAILED WITH Wx 0.1201 GALV.NAIL SPACED 01 N a ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE 41 SYP KID 6"EDGEI I O"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. 94 BE 0- 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL N '0� PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA Ul AND '17.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNERS R' a FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC REQUIREMENTS AFFECTING THE INSTALLATION'SETUP AND UTILITY z 0 8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.a 35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL 0 RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE S.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE. ftsdk, 32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1603.4&R903.4 psi 10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN I ALUMINUM LAP SIDING AND FRAME.USE#8 X 3W'WITH 1/2"NEOPRENE-BACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS SPACING 8 FOLLOWS:ROOF/SIDING SIDING-PERIPHERAL MEMBERS S"00 111.8 %r INC. ROOF/SIDING-INTERIOR MEMBERS 10"00 FLOOR LIVE LOAD: Iccul"m SIDING- 12'OC BOTTOM PERIMETER. A- 50/125 PSF PIT 43d ROOF LIVE LOAD. 11102%6-3 66 11.AINOOR SSHALTL BE J'X 1-STEEL TUBE WELDED FRAME WITH AN ALUMINUM Pnrarw»EL INSERT N ER WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. SO" SF Lsuccc luo: ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: DOUBLE ALUMINUM DOORS GARAGE DOORS AND PREHUNG STEEL DOORS.TYPE, NOT APPLICABLEIle, SIZE,QUANTITY AND LO&NION MAY VARY.DbOR NOT SUBJECT TO HEIGHT '%�\SC,,,.,,, 'ThrEgl 'WA, RUF vi E 1" f" EA FY AND WIDTH REQUIREMENT IF BUILDING IS WIND LOAD: FLORIDIAN, GAMBREL -C+400SF PER FBC 1010.1.1(8). A. ULTIMATE 160 MPH; NOMINAL 124 MPH BARN, GREENHOUSE S. RISK CATEGORY. 1 C. 8 WIND EXPOSURE CATEGORY CLASSIC, PORCH MODEL, STEEL D. CCpl +-.55 INTERNAL PRESSURE 111212 018.. B GTA3E OF C 2017 0 " 21 1 of 8. -20-17 IleNONE PSI-APPROVAL 201"1-IS