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ROBIN BUILDERS, INC. <br /> L YONS, GEORG/A o�N <br /> am. <br /> 0 <br /> ROB/V G o <br /> GENERAL NOTES <br /> 7.TM49 81RUCRIRE HA8 BEEN DE.RKiNm IN ACCORDANCE WRH 7!E 12.ALL WIRE SHALL BE C112THm SOUR COPPEi2 WRH ORWND.WIRING a a ` <br /> 2017 A UUDING CODE 601 EDITION,M NAIONAL C CODE, PROTECTED PER 2014 NEC. FD(TURE LOCATIONS BTYPE M11V VARY. <br /> 2D17 FLORIDA FIRE PREVENTION CODE AND ASIDE 7-10 FOR 100 MPH W00 VELOCITY <br /> (3 SECOND GUME)MOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 1&ALUMINUM WINDOWS-TYPE,SIE,QUMNTTTY AND LOCATION MAY VARY. <br /> 2 ALL MATERLALS AND LABOR SHALL INACCORDIW�WITH THE AB.:VE CODE AND MAXIMUM WINDOW S�•481 WIDE x-38•NDH. .... <br /> ALL OTHER APPLICABLE CODES. 11.OPf WNAL E1(TERIOR WALL COVERING81Nd.WE CORRUGATED ALUMINUM, <br /> -MESA ALERGY M.♦•LAPALl1,11NI11A.E18•PiT-111 BD1 VINYL SONG <br /> &BUILDND CLASSIFIED AS RESIDENTIAL LAWN STORAOE.80/126 PSF FLOOR LOAD. EItAC BA FIB <br /> FlBERCEUNHNT PANEL VCARBONA N <br /> ��pp VERINGSINCWDE 20 UOE ILLVALUOR <br /> NOT FQR HAILITATKNN. SHINGLE ROOF OVER 1?PLYWOOD WIT1A 2 LAYERS OF 16 L8.FELT OR <br /> 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7H8.OSB AND 15 LB,.*FELT. " F M n a U <br /> &OUTSIDE OVERALL dMEN810Ai8 CAN VARY BETWEEN LIMITS AS SHOWN,BUTMEMBER 1 USE 14•x.Olp•GALV RRNO SHANK NAILS FQR ALL CONNECTIONS BETWEEN C a n o <br /> SPACING SHALL NOT EKCEED LARS AS INDICAT®. .Bdli1NEERED WOOD.AND FUSER CEMENT SIDINGS AND FRAME C Fo m 4 c <br /> B.ALLR.00iR SKOdJO1STLULB6RT0 BER18YP Im PT 1S.SW PLYWOOD FLOORING SURFACE NAILED WITH 31 x 0.1201 GALV.NAIL SPACED p Nz� .oz <br /> ALL WALL PLATES.SUN 6 RARA LUMBER TO BE 1t1 SYP KO 6•EDGEI IO.00 FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. R7 o'm � S <br /> 7.ALL WOOD WITHIN WOF GRADE OR IN CONTACT WITH MASONRY SHALL BE �Jv jz a <br /> PRESERVATIVE TREATED IN ACCORDANCE WITH AMA Ul AND 1Y.PIX17NOAYION FOOTING AND ANCHORING OF UfiITWUl LNE Tl1E OWNERS <br /> FASTS!®WTTHOALVAKIZED FASTEPNER& RESPONSIBU.RNroM WRH LOCAL OWE AUIHORITYTOVEWFI'SPECIFIC <br /> & 01CTINO � LTHE <br /> NmI fCIPAL CODE Boa <br /> S.TRUSS DESIGNED TO SUPPORT D.L.+LL=95 PSF. WITH <br /> &ALLALULIIJU MSDNOIROOFWO TO BE 300N ALLOY CONFORMING TO ASTM B,20B. IR9EMfS f-0RTF0387RUCTURE <br /> 3$000 MIN YIELD STRBNG& 1&ROOF DRAINAGE PER iW U 8 RB03A psi ry <br /> 10.USE96 X Sl4'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN <br /> AA�N�AA LAP SIDWOAAD FFMAIL EC8X 3T41 WITH 12'NEOPRBHESACED <br /> yyASHER ATTA ON CONNECTIONS BETWEEN ROOFAND FRAME. STRUCTURAL LOAD LIMITATIONS b,,,.n ,..�...•� <br /> SPACING AS F l�Hl& ERAL MEMBERS OC °1"1•'""1°p°' <br /> WISIOM-P� �M��RS7 ROBIN BUILDERS INC. <br /> ROOF LNG INTEItI FLOOR LINE LOAD: <br /> n 3Z 5•STAT3E 54• <br /> SIDING-IrOCBOTTOMPERIME E L A 50/125 PSF 912N55'26 3266 <br /> 11.DOOR SHALL BE 11X1•STEEL TUBE WELDED FRAME=AN ALUMINUM - ROOF LIVE LOAD: - v,•.cd.m.. <br /> NOE .umwnwmr <br /> PANEL INSERT WITH STRUCTURAL LINER AND PIANO HI DOOR IS ADD PSF <br /> ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: TTIII III Ir <br /> DOUBLEq�,� UM pppRg,pGDOORS AND pp O DOORS.TYPE NOT APPLICABLE �1 /��� TMERICANA, RUFFY <br /> Ste.QWMRYNAND LOCJLTON MAY VARY.DbOR NOT TVMVTO IOHT �`�'CH.F(�0�•' <br /> AND WIDTH REQUIREMENT IF BUILDING 16<4400SF PER FBC 1010.1.1(6} WIND LOAD: �.V�,ENgt•.,.p'y FLORIDIAN, GAMBREL <br /> A ULTIMATE 160 MPH;NOMINAL 124 MPH •:Q�_ BARN, GREENHOUSE <br /> B.RISK CATEGORY 1 _* Nu.63/39 •.*_ CLASSIC, PORCH <br /> C.B WIND E%POSURE CATEGORY _ MODEL.STEEL <br /> D.GCpi-i-.55 INTERNAL PRESSURE flalnfa )r` 'IBC 2017 1. <br /> T, <br /> Q•. DDREOF <br /> C�S••.�YoiciDR:'G�p` '12-20-17 1 of 8 <br /> ell <br /> .•1�```C/i-�ia�.... NONE <br /> PSI APPROVAL 2D1 B-01-15 (/�f <br />