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Coil Side -Coil Side <br />Non <br />T jww -hwm <br />Cam <br />C~nmz— r <br />;,adawak <br />um 112.x <br />LS" :hOm <br />Intericc*ing Slats <br />w(EnclockiWindloclus <br />f 11 <br />Sffa MAS F* X-V <br />--Am cgpmm rKl "mw <br />rrqW twn !.m. <br />--4 1 <br />ink <br />Slide Bolt <br />Intefloct-ung Slats <br />w1b Wirildlocks <br />SAMOAN <br />Bevafion View Se,&ion Thru Opening <br />r <br />Plan View <br />(Door wffindlockWndlock Shown) <br />" —vvuvr� <br />F4, <br />i -GakmL �%R'p 4W. t'f �w H4m iqx' �-R um�- I.- L rl... -'e' <br />_j .11 <br />m-1 928 <br />MUM <br />L �-� <br />E= <br />EM� <br />Im <br />IM am <br />�1343HW3 <br />L= <br />EL23M <br />0=1 <br />NOEL= <br />NEZZLm�i <br />NOW= <br />rMimMm <br />MEW?= <br />or-WEM <br />MUM <br />LIM= <br />Lm== <br />L <br />1= <br />mmm=m� <br />m �Fmmmmmmmm <br />MUM <br />-" -W <br />'"cK <br />N-.V <br />4":5&i <br />tZ" �ram <br />A 7 <br />/E] <br />15 DIWI <br />X <br />ALMeM 14EMM" <br />Fy(+'� <br />Masonry Jamb -'Z " MUL (Shown) <br />or <br />Stl%:--j J'3-Ffb -'r4ZOO "m t ev.- <br />Steel Jamb -"EMtd <br />WL <br />to <br />l� Of W 1 -1 ifC I- ff �X- 72, 11 -4 7! f <br />Notes: <br />1Lv.:m v, f'- wn -�v W,-w '-- ev": <br />- Optim fjnsuiated Flat Slat 18 Gat Dur3Coil-Stan4d <br />=�Flgl Slat 22 Ga.) <br />ML <br />0mL-'m�Mmmmm1ffl <br />gumm <br />Immog �um <br />0�1 <br />E= <br />00=22=1 <br />om v- 5 <br />INUME <br />U�= <br />U� <br />E <br />................ <br />mml� <br />E=11�1�1= <br />mmWOMERMIR <br />�§Rm= <br />'EM"== <br />=0�ffsm <br />MOW== <br />man <br />�jm <br />im <br />*Angle Thickmess <br />Blow <br />11193KIM <br />ummuLum <br />rx�-Ac imimmil <br />-AR-0 <br />M40-4 <br />LEW <br />*47 <br />aw <br />NO: <br />tiuli. <br />kikdrj <br />94'Adn <br />tpiltd% <br />4,AuLy�" <br />luo-Load <br />"1*11" <br />�fjwk <br />list <br />moxk <br />LA.F <br />mzZIAL, <br />JP&ck; <br />ALVAN <br />"mon-f <br />wm��f <br />V-4, <br />vigirm <br />t-dwl�j <br />F--%& -7 <br />"arkr <br />r! <br />&ftma <br />'Anzal <br />Ax.%s <br />JAM4 <br />mw Iii, <br />40W --s! <br />t;tmx <br />7-11FO <br />If <br />it, <br />37 <br />w,, Dm <br />7, <br />mr., . z <br />Ir <br />ISE, <br />mmmlmmmm� <br />MIMES <br />Anul <br />AT'" <br />An-s <br />-MY- <br />Lm*�RL <br />Of <br />r4d, <br />�-r §e*'r -" <br />F -t t"ift Aj.-,:4eft <br />DATE: <br />12/2/10 <br />NO <br />SCALE <br />PAGE 4 <br />DESIGN SERVICES INC. <br />MOeILE/ OFFICE 352-206-5021 <br />OFFICE FAX 352-508-2342 <br />R, 5. HANLEY P 0 eOX 1-325 SAN ANTONIO <br />FLA, 335-Iro <br />EMAIL: hanIeSO60embarqmall.com <br />RAYNOR GARAGE DOOR <br />CONTRACTOR: <br />G. L. STEVE CONSTRUCTION <br />ZEPHYRHILLS, FLORIDA <br />JOe NAME AND ADDRESS: <br />ROMA VENTURES 11, INC. <br />PRIME STEEL BUILDINGS <br />PAIRCF11- "D" zEPHYf:RHiLs <br />CITY AIRPORT <br />ZEPHYRHILLS, FLORIDA <br />AIRPLANE HANGER 1500 SF <br />T. L. HANSON <br />4 A55OCIATES INC, <br />CONSULTING ENGINNEERS <br />ENGINEERING eU56INE55 NO. EIB5830 <br />Post Office eox 1126 <br />Dade Clt�, Florida 33526 <br />(352) 521-5548 Thom& L, Hanson, PE 38654 <br />I HEIREIBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED <br />DESIGNS AND FOUND IT TO eE IN COMPLIANCE WITH CHAPTER <br />Iro, 5ECTION 160"3 OF THE FLORIDA IBUILDING CODE FOR THE <br />120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST <br />SPEED AND THE ENTIRE 2001 FLORIDA eUILDING CODE, <br />RESIDENTIAL -�ND ALL 200c3 SUPPLEMENTS. <br />--� i <br />I I�To <br />T,L. HANSON F.E. LICENSE NO. 38654 <br />P.0, 1BOX 112a, DADE CITY, FLA. 3352ro <br />