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ROBIN BUILDERS, INC. �oWo. <br /> L YONS, GEORG/A <br /> I <br /> O N <br /> Qm0 <br /> Q <br /> O <br /> GENERAL NOTES Z 52o <br /> 3� <br /> 1.T108 87RUCfURE Mll9 BEEN DESIGNED IN AIxORDANCE yy�{THE - 12.ALL WIRE SHALL BE M2 THHN SOLID COPPER WTTN GROUND.WIRNG a'a <br /> 2017 FLORIDA BUILDNO CODE 6M EDf110N,2011 NAIONAL ELECTRIC CODE. PROTECTED PER 2014 NEC. FDCTURE LOGTIONS 8 TYPE MAY VARY. <br /> 2017 FLORIDA RRE PREVENTIdN CODE AND ASCE 7-10 FOR 1�MPN WIND VELOCITY <br /> (S SECOND GUSnE)POSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 1S.ALUMINUM WINDOWS-TYPE,SIZE,DUANTRY AND LOCATION MAY VARY. <br /> 2 ALL M1ITEIRULLS AND LABOR SHALL C N ACCORDANCE WITH THE Ab.'Yc:ODE AND MIAXO,NM WINDOW 8�48'WIDE x 38'HKiH. m lA- <br /> ALLOTHERAMS ME CCCrU.=.OPTIONAL EXTERIOR WALL COVFRIN081NCLUDE CORRUGATED ALUMNUM, <br /> 1 <br /> WITH EN�FRG�Y B,4LAPAgLU�MORM�1.818'PTT 118 VINYL 81DIN0 <br /> 9.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE WM26 PSF FLOOR LOAD. OR LP SMART8IDE�ROOOF COVE(tl EIKBSR 1 20 E]q�f»LY�CAVRBO TE q U m m m <br /> NOT FOR HABITATION. Ell ROOF OVER 1?PLYWOOD WITH 2 LAYERS OF 61H.FELT OR : e m <br /> 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATLE OVER 7116'OSB AND 16 LB.FELT. a o„ Iri c1 <br /> 1 M 0:0 <br /> S.OU181DE OYHULLL DIMEN810N8lJW VARI/BETWEEN LIMITS A8 SHOWN,BIlT MEMBER iB.0 2-1f4•xAOY'GALVRNG B►UNK?AILBFORALL BETWEEN a m<N M <br /> 3PACN0 SHALL NOT DRC®LJMR8 AS INDICATED. WOOD.ENONEERED WOOD,AND RBER CEMENT SDIN09 AND FRAME o F'�m 1, <br /> 8.ALL 0.00R 8KID8J018T LUL®ER TO BEIR28YPID PT 18.3AP PLYWOOD FLOORING SURFACE NAIED WITH 3•x 0.120•GALV.NAIL SPACED p moo^ .03 <br /> ALL WALL PLATES,8TUD9 8 RAFTERS LUMBERTO BE,,SYP Im MEMO <br /> 10.00 FIELD.FLOORING OWFNTm PERPENDICIILAR TO FLOOR JOIST& m m <br /> 7.ALL WOOD WRHN B•OF GRADE OR IN CONTACT WITH MASONRY SWILL BE .Z, mJv'1s a <br /> PRESERVATIVE TREATEDNACCORDANCEW HAWPA UI AND W.FOUNDAYWN.FOOTMIO AND ANCHORING OF UWWRL BE THE OWNERS <br /> FASTENED WITH GALVANIZED FASTENERS. - - ILITY TO CHECK WITH LOCAL CODE RRYTO VERIFY SPECIFIC o z o F <br /> =REIREMAFFEC7N0TlFE INSTALLA�AND UTILITY <br /> B.TRUSS DESIGNED TO SUPPORT D.L+LL-96 PSF. CONNECTIONS TO 7H1881A1DWa EPU ASSUMES ALL � LOioa� <br /> RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE <br /> 9.ALL ALUMINUM 3ID TO BE 3004 ALLOY CONFORMING TO ASTM B-209, R REA4ENiS FIRTHS STRUCTURE psi <br /> 32'�MINIMUM�� ' 18.ROOF DRAINAGE PER 1503A 8 R903.4 <br /> 10.USE 48 X 31P TYPE A SHEET METAL SCREW FOR ALL CONNECTION8 <br /> ALUMINUM LAP SIDING AND FRAME.RASE M X SR4•M I%NEON �^M^+ •• m <br /> WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME STRUCTURAL LOAD LIMITATIONS <br /> SPACING AS FOLLOWS: <br /> R85BIND-PQUPHERALpEMBERS6•OC ROBIN BUILDERS INC. <br /> ROOF/SIDING-INTERIOR MEMBER810'DC FLOOR LIVE LOAD: ���^ten 5g2 5.STA E4g35. <br /> SLOWER-12'OC BOTTOM PERIAEiM - - A 50/125 PSF - 9�ZNS5`!6 326E <br /> 11.ODOR SHALL BE 1•X 1'STEER.TURE WELD®FRAME WITH AN ALUMINUM ROOF WE LOAD: <br /> PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A 30 PSF ca <br /> ADOUBLE/LLR MNNUMDO RS GARAGE 0 DOOR 4AMIL O��p�g�,All pI�EpHpU�NGS mDOORS.TYPE, NOTOF SNOW APPLIICABLELOAD. �``�1•TH!E tV���� AMERICANA. RUFFY <br /> 8�,QUAMiTYAND LOG7fON MAY VARY.DOOR NOTSUBJECTTO HEICJ4T �. O <br /> ANDWMTMFWWREMBfTIFBUH.DINOIS<4400SFPERFBC1010.1.1(8) WIND LOAD: �.�je;ENgF••,p FLARIDIAN, GAMBREL <br /> A ULTIMATE 160 MPH:NOMINAL 124 MPH yy BARN, GREENHOUSE <br /> B.RISK CATEGORY 1 No.534M ;*� CLASSIC, PORCH <br /> C.B WIND EXPOSURE CATEGORY - _ MODEL STEEL <br /> D.GCPJ-♦-.55 INTERNAL PRESSURE <br /> - <br /> '••. 8D11E OF ((j '.,R'BC 2017 " <br /> - ''2i�'•. oiLili�:Gi�j` 92-20-17 1 of 9 <br /> NONE <br /> '''''' III•: <br /> PSI APPROVAL 201E-01-15 <br />