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r <br /> ROBIN BUILDERS, INC. w�o <br /> N <br /> L YONS, GEORGIA <br /> ROB/V o <br /> GENERAL NOTES <br /> 1-THIS STRUCTURE HAS BEEN DESIGN IN ACCORDANCE WITH THE 12 ALL WIRE SHALL BE LL127HHN SOLID COPPER WITH GROUND-W62ING <br /> 2017 FLORIDA <br /> CODE 681 EDITION.2014 NAIONAL ELECTRIC CODE, PROTECTEDPER2D14NE-C. FD(TURE LOCATIONS&TYPEMAYVARY- <br /> 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY <br /> (3 SECOND GUSn"POSURE C FOR PARTIALLY ENCLOSED BuMDiNGS. 13.ALUMINUM WINDOWS-TYPE,SIZE.QUANTITY AND LOCATION MAY VARY. <br /> MAXIMUM WINIXTW �S49.WIDEx=HIGH- m <br /> 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 14.OPITONAL DaERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM. <br /> ALL OTHER APPLICABLE CODES. MESA AWtdWUtd,4'LAPq�MW ,SB'Pf T-111 SIDING,VMYL Sm01G <br /> WITH FIB <br /> NOT FORHABiTATt BRACEgAC 1I��t,, CEMENT PANEL,POLVCJIRBQllATE. � <br /> 3.BUILDING CLASSIFIED BITATIOFL AS RESIDFMIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. OR ENERGY <br /> SMARTSIDE ROOF COVERINGS INCLUDE 29 GAUGE GALVALUALE STEEL, V Nm <br /> SHINGLEROOFOVERI/2'PLYWOOD WITH 2 LAYERS OF 15 LEL FELT OR <br /> PERUATILE OVER 7118'OSB AND 15 LB-FELT. <br /> 4.WRITT9L DDME1tSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. <br /> 5.OUTSIOE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN.BUT MEMBER 15.USE 24N'x.099'GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN <br /> SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD.ENGINEERED WOOD.AND FIBER CEMENT SIDINGS AND FRAME �o H <br /> B.ALL FLOOR SLOD&JOISTI.UABERT0 BE�2 SYP 10)PT 16.aW PLYWOOD FLOORING SURFACE NAMED WITH 3'x 0.120'GALV-NALSPACE'D <br /> ALL WALL PLATES•SIDS a RAFTERS UAMH -O BS 3T7 SYP KD 8'EDGE/10'OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. C Ho m o 3 <br /> r <br /> 7.ALL WOOD WITHIN a'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U7 AND 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNERS C 3� <br /> FASTENED WITH GALVANIZED FASTENDI . RESPONSIBMITYTO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC O- <br /> MtINFR(E'TONS TOATHLS�BUG�INQ TF�PU nRCASER�PAssuIMES�/1LL <br /> B.TRUSS DESLGPJ®TO SUPPORTD.L+L.L=35 PSF. RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE a J <br /> 9.ALL ALUMMIL f ROOFING TO BE 3DD4 ALLAY CONFORMING TO ASTM B-20% REQUIREMENTS FORTHIS STRUCTURE �C' <br /> 32,000 MI NIMUMYft3D STRENGTH. .7 <br /> 18.ROOF DRAINAGE PER 1503A a R903.4 <br /> 10.USE98 X 3WTYPE ASHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN <br /> ALUMINUM LAP SIDING AND FRAME USE 98 X 3W WITH 1?NEOPRENE-BACKED <br /> WASHER ATTACH ON CONNECTIONS BETWEEN ROOF AND FRAME STRUCTURAL LOAD LIMITATIONS <br /> SPACING AS FOLLOWS. B11ttDF� <br /> ROOF/SIDING-PERIPIERALMEJaERSSOC ww R091N Sim <br /> ROOF/SIDWG-OITEIMMEBERS10'OC FLOOR DVE LOAD: 55 S STATE <br /> SIDING-12.00BOTTOM PERImu FLL A 50/125 PSF 9102N-S���30�p9 <br /> 11.DOORSHALL BE I'X I'STEFLTUBE WELDED FRAIIPWITH AN ALUMINUM ROOF LIVE LOAD: ww�w�u`wm c"'w <br /> PANEL INSERT WITH STRUCTURAL LWERAND PIAXOFONGE DOOR IS A 30 PSF <br /> ATTACHED <br /> pooft%OARAG TO VERTICAL DOOR E OPTIONAL DOORS DO ALA PRFILIlINTXR S7E ROOF SNOW <br /> FL DOORS TYPE. NOT APFVCAHE�o- `711111UUIIIIIII''' <br /> SIZ UANTTYAND LQCJITLON MAYVARV Lxx)FR NOT SUB.LECT TO HHC#R �'(H E(�O , AIIERICANA,RIFF7' <br /> AND WIDTH REQUIRE TENT IF BUILDING IS-4OOSF PER FBC 1010.1.1(BL WIND LOAD: �:V •..p FLORIDIAN,GAMBREL <br /> I.UUMATE 160 Wit N(06NAL 124 1� BARN,GREENHOUSE <br /> (L RISK CATEGORY I <br /> N. CLASSIC,PORCH <br /> C.0 vmt0 LxFaSURE Cw1a�Rv _=*: �� *= MODEL.STEEL <br /> M ow_+-55 NOMAL PREmm <br /> f/fP/PIER; - <br /> :�i''�.S 1111 =i2..✓ NONE <br /> �t� 111 <br /> PSI APPROVAL 2018-01-1S <br /> ALL WORK SHALL COMPLY WITH PREVAILING <br /> CODES FLORIDA BUILDING CODE, <br /> ,p NATIONAL ELECTRIC CODE, <br /> REVIEW ®ATE 7 0 AND THE CITY OF ZEPHYRHILLS <br /> CITY OF ZEPHYRH� ORDINANCES <br /> PLAN EXAMINER <br />