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HomeMy WebLinkAbout1606 Airport Blvd 98-2330 Planst` NOTE: SHORE EXISTING ROOF BEFORE CUTTING MAS, INSTALLING LINTEL. EXISTING 8" CMU WALL NEW PRECAST CONCRETEHHLINTELRATEDTOSUPPORT 1200 PLF. BEAR LINTEL 8" ON EACH SIDE OF OPNG GROUT CELLS SOLID BELOW EACH BEARING POINT. GRC SOL SIDE SECTION 1 SCALE: 3/4'=1'-0" SK_1 SECTION 2 SCALE: 3/16"=1'-O" SK-1 gg233o 7„ &l EXISTING CMU WALL FOR 8'-0"x8'-O" ROLL -UP DOOR PARTIAL ROOF PLAN Scale: 1 /8"44' AN S K— 1 PROJECT NO. 0098-26 PROJECT PAUL J. FORD AND COMPANY DRAWN BY: SMB APPROVED BY: JMB ON BOARD TECHNOLOGY. INC. SANFORD, FLORIDA 01 S T R U C T U R A L E N G I N E E R S 3670 MAGUIRE BOULEVARD SUITE 110 ORLANDO. FLORIDA 32803 DATE 07/08/98 NEW DOOR OPENING PHONE NO. 407-898-9039 FAX NO. 407-897-3662 s. on 9oa.r4TeAv)v1cq 1A W. A%r?o,i' L'Ivd. 5a' A;rd . FL @ giv-rboA bvdivs U' ISMS Ilan 0'1 A. Co Pled c t is type X dnSv tl. Wall eKis1s, but ohly W OIAT Side). Drywall its, I'd h, A1a99ered• USE'- oTice- /l ip manv{a u i'n cErL 30 tehalrtt 2' 7,4' lad-ib acoud'ical ceilin9 „ wf ( 4) z'z a-' lay -in wsiivn3, ivcl cditi9 14VAC sys crr t- Re4 rooms are Xjs%irc3 wl AIDA u aler clo.ei- , ihk=, 3 la i'Ir.,eic Clays IV CoVJrvcl a1A, anptoiedod unyirilered - N. carpel. ai irov E pa int Covmpleie• rey2ir 4 ceillys rtd 21CM5 a.TCa OT ciiewall cow.04-, JtSIOa QDO ?,OLVLV DccrL M. 0 400 Nr w Coac"T_ FA o Siit5i wa11, G) 4 V1 x aryu' side MEN r W.:t51 EEL CO`: ER SHEET 022 GALV.STEET_ ?REPAINTED WITH ( 1) COAT OF POLYESTER OVER IFI'?---- SEE NOTE 01 EDCL OF i,00R OPEt•JING SIDE,..•. 61/ S' - CLEAR%+NCE BEAD STOP 5/ i D-'- DIA. Y 1 1 j' ! F?Ji1 ER5>AI SI.EA\` E f NCi1,Cti G'r,-1 i x 1 1/4 CONFfS' NNCHOR SC=kl'1S t OPENIt,IG Y61D'N - USE 5/ 16' GIh x 1 3/4' LAG SCRnYS FOR WOOD 1 eJ4 TEK SCRCils SPACED -'kAM- C AS 3/4' f-0PLACKETS OOR CURTAIN I "ll 16.--CC i) Bt9J1/ YC MAX.HOOKTIi+P r L MASONRRY JAA4l3 6'iJP. VINYL tiYF1.R STRIP IPITERIOR u EXTERIOR OF DOOR 16'TYP. i zl l ji J,tJGLE ` i' ^n fALUAi24iv I i GUIDE : • Jot. ANCHOR REPOR 1 No. 1/2' j SPACING . "tW 9567 { R 4» j x? f-J 6 7--- 3 3/ 4 ' { i t I 3/ 4- WEAR STP. IP WL'SDLocK StIPPORT-Ir J YFttdDLOCK = 4-- -- (CURTAIN WIDTH) = (OPENING WIDTH + 7-) ---1 DOOR GLIDE STEEL... d A1I13 Wig ' '.i f•< FF2.^•t,:.Ui LOCKS tti'- tAi. X. OPI:tdI!4 - T r, t , DJ ;... L.. L EA T IQ...- 17 „ ^L nnTG' hfJGLE r ' il E ', 4TI0 NI 1 .JR _ I/. NOTE 1 1: 4.. C?.ADE eA T=[LUSEDISit._ ..- t'I: TH A i lNttd J,d YiLL: Oi 4S, ZU` PSI STOP RETAWER l SLIDE L30T T. T.:QCK ASS 1 . At:DANULTIMATE 'ti__0 OF 6^^,0O0 PSI. r AfODL'' L - 650 718 625 I i R10- 70017 2 125: 60 r. 125 'k . 22 r. CORRUGATED SHEET INDLOCK STRIP MACE 12 Gig. C„LV. SfEEL OUIDES MADE FROM 14 G.k .43i EIOT DIPPED GALV. STEEL t.50 01326 t 718- I~ 5/ Ib blvil MCI 3.250 -• t t• EG` :0 tElOf( i HOOK SiPAP 8' LATW.O, !6 S 1J ON 1Nia-,OR O£ d. P-- 1.062 r 2.375 VELOCITYPRESSURE ( PSF) ClAlrl u (OOF 100 1+. PH 110 MPH 0• - 15' 21 PSi 25 PSF 20 23 PSF 28 FS.F 40' 28 PSF 34 PSF A80V'E DATA TAKEN FROM TABLE S".J5.-RA/1605.2A SOUTr.Eit: BUILDING CODE/ 1994 EDtTiO!" J L GUIDE DETL E)£s NEo '& AI,. ORANGE COS WtNDLOCK•.S S.rA- V;PED FROM 10 GAUGE GALVANIZED STEEL OF CpItS ERC4" L QUALITY AN RNzT=G TO EACH J013: CO?137iRC9OK CORK 1G:, T10ki It+ SHEET (6 LOCKS AT Ei,C!i C`•D OF roll -rite EACH St:I T). VANDLOCK An ACHED t'.nl " „a,.t-,.woe c..or ARCI1TiCT STEEL POP RIVETS SUPPORTED DY 16 GAL GF.:STEEL HACK. -UP PIATES O; J EXTERIOR OF CURTAIN. 1007 Pt;'ET OLD. "ONE AIS-t"RTBIITOR:--_ tL3;1324 (''t)) F7-{; TEE) FOR LOADS TO 29. 7 PSF DATE: 7 `S 94 SHF,— T--.— DRAWT By- —.._ CIM-,KED BY--- DRA-virING NUNIHE?R R 10300 i 7 _^-- on Board TeAholooa , Ihc.- I W0 VJ . A irporA, L2 I Ud Savi;rd r-L ae giv-boa- LaAdi As q. Comdek i,6s amide av(, iiv 2 hr•ue,ll W irsala'liovt CZ) type X dryva. WA eKiijs, but oHl peia( Ivd= OIN our side). Dvywall its, to he A333ered' Use'— oWice /l 4t Mat4acturivt3 3c etz 30 er,ant 2"x4, lad -iv+ acov4ical ceili119, „ wl (4) Z'x 4' 1ay-ivy 113vf$ at `f' 1l A.F exisAiwg, iv%cludivq HVAC system, t- rer4-Jiro - Re,frooms are existing w/ AVR . V)ZteA. clo-4 : , si k=, grab bar.,etc Gass IV Gowsiruetioa, unproieeled uns ixi le'te) 1 r t intN. cavpei at g. Cor"pleie reri-r1 -` ala u area KvJall cor+l+ict'n G oPenln9, ,hs,'ap one, prec134 covcrae I.*NtGl ? new I& block: it sides. Door i- bt windloaded• SV 1 1 1 • •( I / 1 I 1' 1 I . t 1 I i . t f •t I i/ 1 I j • 1 400, T.7.200 095 13,991 sq. tt. sq• n, sq. ct. sq. n. s At. 7,060 sq. n. y+ill ili RETENTION r I 1 1 1 . I 1 I 51000 26TH STREET n 6oalyd Te l nolog`S I Sv,• RIVERBOAT LANDING" SANFORD, FLORIDA NC'T t INCU LEGAL. DESCRIPTION THE NORTH 666.6 FEET OF THE•WEST 623.97 FEET OF THE NORTHWEST 1/4 OF SECTION 2, TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE- COUNTY, FLORIDA, LESS ROAD RIGHT—OF—WAYS. CONTAINING 7.918 ACRES. FLOM PURK-- R" rct n.aN NO.R.TH •s u ' 71 j2v-/ klO e RIP oL I toil' Go-, I --•} I- ! 0 N 1 , o o u A N u J. i Sao 1 Ica o v---v a•r 1 I I I I 1 I n I,,I G,•/f C 599 O^n a © 9 u u G Y p G • p y u o p u C w4r OSO I ftC••Q 1 i •' 1 rr• cam os to fA tii i SiWI. iA'IJ ! 1, v • e*d` i t ' e ss a s s'mw ; R• t 44'