Laserfiche WebLink
OX-!�f 5PEGIFIGATIOt45 TAKE FREaDENGE OVER ALL PLANS AND DETAILS IN THt5 SET OF <br />CON�TION vocal-9m) <br />BASIG HNP SPEED: <br />THE EW-51NEER OF RE-CAND RA5 INTERPOLATFD THE NNV SPEED 6k" AND F0JND THAT THE DE!516N <br />HND SPEED OF TH5 PROJECT 15 LV MPH, <br />P41W IMPORTANCE FACTOR IV4 = 1.0 <br />EULDIW-- TYPE: ENCLOSED <br />"w EXPOSURE: *all <br />APPLIGAEU INTERNAL PRE55LIRE WEFFICIENT. GGpl =+/- OM- (04G!�� <br />ROOF AMPLE: = DEC-AREES <br />DM6N KIND P9E55IJREi AS PER DEE46N,2014,5TH EDITION FLORIDA BUILDIW5 GOPE <br />5TRVC,T(JRAL DE516N MTEMA PER 2014,5TI4 EDITION FLORIDA BUIL01% GOVE ReAvENTIAU <br />IFINLOIN6 15 IN A AM BORNE pEMs RE610N AS DEFINED By FLORIDA BUILDIN6 C41DE <br />ALL OPENIW--6 ARE A,55MEP To W PROTE-rTEo IN AGOORDWE KTH 2014,5TH EDITION FLORIDA <br />IWIL01% COVE RESIDENTIAL <br />ROOF5� 20 P51F� <br />a-ffflN& RDOM5. 30 P5F. <br />ATrIC, YV 5TORA6E. 30 P5F. <br />AM WO STORA6E-. 10 P5F. <br />ALL OTHIER ROOMS: 40 P5F. <br />RAILIN65. 50 PLI= ANY DIRE( TJON OR 200 lbs. ANy oREc.Tjow <br />I <br />11 i'A's Aim 1 J�Jii <br />-Tel )F�Icpix <br />REWRI54MM T* M55 HAHJF�� IS R155PON50LE TO RMUI ALL REACTM WADS FOR <br />DEAD LOAM LIVE LOADS AW KIND LOAM !�W�nRW TO S(aHT 11466 LAYOUT AW DETAILS <br />5IC-NED BY A FLORIDA RE&ISTMED EN&INEER. <br />wil'04 <br />'* 1, <br />210 <br />ou. <br />le <br />oo:� <br />L-1 <br />z <br />0 Ln <br />LLJ m <br />-i <br />-i <br />> M <br />U) <br />-Z <br /><1 <br />< <br />< LL- <br />U <br />> <br />< <br />< <br />0 <br />CL <br />LLI <br />0 c::) <br />m <br />LL <br />a� <br />c-" <br />M <br />U) CL <br />u� <br />LL-1 <br />o E <br />z N <br />0 z Cc <br />—1 <br />LL-1 <br />U) Z <br />LL- <br />0 <br />cm <br />_j T- <br />0 <br />:�� <br />o <br />LLJ <br />n�� <br />n-1 <br />THESE CONSTRUCTION <br />DOCUMENTSHAVE <br />BEEN PREPARED BY <br />LANTES CONSTRUCTION <br />SERVICES LLC <br />THE DIRECT SUPERVISION OF <br />PETE ALFONSO JR ARCHTECT <br />LIC #8735 AND ARE <br />HEREBY CERTIFIED TO <br />COMPLY WITH <br />(2017 FBC 6TH EDITION), <br />EDITION TO THE BEST OF THE <br />ENGINEERS KNOWLEDGE & BELIEF <br />THE STRUCTURAL PLANS, <br />COMPLY WITH FBC <br />SECTION 1606 FOR 150 MPH WIND <br />3 SEC.GUST <br />IMPORTANCE FACTOR=l, ENCLOSED <br />THIS DRAWING AND <br />DESIGN IS VALID FOR <br />12 MONTHS AFTER THE <br />DATE IS,/SI614' <br />NE-R�-AND ,S' <br />SEAL <br />cl) <br />Lu <br />F- <br />0 <br />z <br />T--.j <br />cn< <br />< z <br />LLILLI <br />00 <br />LANS COMPLY WITH THE 2014 <br />FLORIDA BUILDING CODE RESIDENCIAL <br />Sheet # <br />D-1 <br />