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R 06tN L D ER-S , INC . 0 0 w)r, <br /> r)o <br /> :�. OALYO GEORGIA C-4 <br /> to 4 4 <br /> 111� 1 <br /> 0 c <br /> C13 <br /> -4 c <br /> m <br /> U6 lit x <br /> C <br /> 1taQ7Q <br /> 0 <br /> jv (D 60 <br /> .1. , — 11 <br /> V) �,- ENERAL NOTES <br /> 30 <br /> uj <br /> z.5 0 o: <br /> iL ui z m �(L <br /> �a. <br /> 1.THIS STRUCTURE D IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING L�cL <br /> maq, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY. <br /> H <br /> 2017 FLORIDA SUI I TION,2014 NAIONAL ELECTRIC CODE, <br /> - jj <br /> L 2017 FLORIDA FIRE* I ODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY <br /> (3 SECOND GUST),,E PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS - TYPE,SIZE,QUANTITY AND LOCATION MAY VARY. <br /> '�19 MAXIMUM WINDOW SIZE 48"WIDE x 36"HIGH. w(n o <br /> KI -2-ALL MATERIALS AND 01 <ALCLI'E IN ACCORDANCE WITH ABOVE CODE AND > <br /> ALL OTHER APPLICABLE CODES. 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, <br /> MESA ALUMINUM,4-LAP ALUMINUM,616-PT T-1 11 SIDING,VINYL SIDING <br /> 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.501125 PSF FLOOR LOAD. WITH ENERGY BRACE BACKER,FIBER CEMENT PANEL,POLYCARBONATE, <br /> NOT FOR HABITATION, OR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 GAUGE GALVALUME STEEL, c' in w <br /> SHINGLE ROOF OVER 1/2'PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR <br /> 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16"OSI3 AND IS LB.FELT. a p c1l <br /> FM cL5.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 0,> <br /> pq X o <br /> SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. <br /> c4 , cL o <br /> t4 D Ef; z <br /> :Z, <br /> 6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KID PT 16.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3"x 0.1 20"GALV,NAIL SPACED z 0 0�- <br /> ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE�l SYP KID 6"EDGE/10"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS- 0 o . <br /> uzm. <br /> 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE Z Jv :3 <br /> PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA UT AND 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNERS n H d 3< <br /> FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC (A 2 <br /> REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY z <br /> 8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL <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 B-209. <br /> 32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1503.4&R903.4 <br /> 10.USE#8 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN <br /> ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4'WITH IIZ'NEOPRENE-BACKED <br /> WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS <br /> SPACING AS FOLLOWS: <br /> ROOF/SIDING-PERIPHERAL MEMBERS 5"OG ROBIN BUILDERS INC. <br /> ROOF/SIDING-INTERIOR MEMBERS 10"OC FLOOR LIVE LOAD: 552 S. STATE S'17. <br /> LYONS GA 30436 <br /> SIDING- 12'OC BOTTOM PERIMETER. A. 50/125 PSF v cacao a,s 912-326-3266 <br /> ROOF LIVE LOAD: <br /> 11.DOOR SHALL BE I"X 1"STEEL TUBE WELDED FRAME WITH AN ALUMINUM ­E082M.-Il <br /> PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. 30 PSF <br /> wcmuoxasc <br /> ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE ROOF $NOW LOAD: <br /> DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, NOT APPUCABLE 'N'*N 01 AMEITIFANA, RUFFY <br /> SIZE,QUANTITY AND LOCATION MAY VARY.DOOR NOT SUBJECT TO HEIGHT WIND LOAD: 'V'X�'f........... FLORIDIAN, GAMBREL <br /> AND WIDTH REQUIREMENT IF BUILDING IS-+400SF PER FBC 1010.1.1(8). .-,'.-`vtcma'� <br /> A. ULTIMATE 160 MPH; NOMINAL 124 MPH BARN, GREENHOUSE <br /> 8. RISK CATEGORY I No.68439 CLASSIC, PORCH <br /> C. 5 WIND EXPOSURE CATEGORY MODEL, STEEL <br /> D. GCpi t-.55 IN-ERNAL PRESSURE -9//P ol aitr z <br /> *STATE OF dfw- '-ABC 2017 - <br /> -12-20-17 1 of <br /> 8 <br /> NONE <br /> PS!APPROVAL L01 8-01-'!6 ✓ <br />