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HomeMy WebLinkAbout2000 W 16 St (3)CITY OF SANFORD PERMIT APPLICATION Application # : U 1-310 Submittal Date: Job Address: _ nl1C) %N/- 90%S�(Qi I�R� Value of Work: $ r 0100.©0 Parcel ID: .341C1nV'V -20— lkK—P" 04g0Zoning: SS F� Historic District: Description of Work: �''l EMOytC old W L"WLA!iS —LeDLAA quare Footage: k% ( A ........................................................................................................................ Permit Type: Building SK Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Type: Residential Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: " L '{ # of Stories: _I # of Dwelling Units: 41& Flood Zone: (FEMA form required ) ..............._.,...{....n...........................`.............................D.......,..............a................... •PropertyOwner: ���*T %�' ��F S�� Contractor: K^ Wf lizL�G�I ''-`~"2iy (kit Address: 2000 m tig, Address: 6W E, Z� FL- - -?>z-7-71 sig FiDA-D - 3Z�► Phone: E-mail: Phone: (?�'�007 5� State License Number: C&C 60 V 4 -7 f Bonding Company: Mortgage Lender: Address Address: Architect/Engineer• Phone: Address Plan Review Contact Person: Phone: Fax: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL"f IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ,AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. f .?&- # Signature of Owner/A e t Date Signature of Contractor/Agent Date S1LNd,-A )e,'C_X ��r_o�/ Prin r7Agerit's Names Print Contractor Agents Name BiP�� `�'=; 'Notary Public •State of Florida :• • = My Commission Expires Jen 4, 201 -? ?o�= Commission 4 DD 612495 E p,0 :- ,';tinnalNotary Aild Owne7Xgeht is'_IX Personally Known _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 UTII_ Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID FD: ENG BLDG \0 56"5 Florida Certified Products Page This page contains special certification information for our Florida products. Below you will find the FBC numbers assigned by the State of Florida. At the bottom of this page there is a link to to the Florida Department of Consumer Affairs Web Site. To use the site Click on the'Product Approval Button'. A drop Down Menu will appear. Select'Find a Product or Application'. A page will open up and allow you to enter a FBC code. The site will then display the current certification status of the products or applications within that catagory. FL# 8359 Single Hung Products 2004 Version. FL# 8177 Single Hung Products 2004 Version. FL# 8704 Single Hung Products 2004 Version. FL# 8175 Horizontal Slider Products 2004 Version. FL# 8164 Picture Window Products 2004 Version. FL# 8705 Vinyl Casement 2004 Version. FL# 5170-R1 Patio Door 400 Series 2004 Version. FL# 6805 Patio Door 600 Series 2004 Version. FL# 7555 Mullions & Misc. Applications 2004 Version. FL# 8909 Single Hung Products Impact 2004 Version. FL# 8908 Horizontal Slider Impact 2004 Version. FL# 8910 Picture Window Impact 2004 Version. FL# 8905 Mullions 2004 Version. www.floridabuilding.org Q (m N� - i t�k7C�BY OYAWh1FR Q CAIRN BE7wm YINDDq A WOOD eudC TAL.LA7ft Aq�E J♦ AUU(FLANGE [By t' ! » 1A . a » /A ■ xi ■A Q Q 1 1/ENBEDME T CA ULK Q �RIIUER -40 A,C Kw l0 p IA x u -40 -4p - AC F.4w t' ! » 1A . a » /A ■ xi ■A EXTERIOR D -Ia BUCK AD NEtlal FIN1tt TYPE OZWT 4s ts4Da4 a TATA. �olACr TAPCM raM �ir1cm SEI woor�9a�e t mm of auTr, u NK7NIR CWwrtrY terta dM MOfT LAR�t Ha AOR M Nvann M7[ t1II01 BY 0 Nt10tA[ RLOR JOB Dz,B VIEWED FROM EXTERIOR : v No. 12371 S 11 PRF0CAST -Y BY T11E7tf . . .. CAULK BCMtEN WINDOW FLANGE FAw A PRE CAST SILL KITH WLKEN to NAL -.��� 116 ADHESIVE CAULX OR SECTION 1 APPROVED EQUAL EGA.1 BY WOOD BY OTHER rnnw 1w m Tao TNTHLM21) 3 6 ANNEAIfD -- FLAHm _ t t a' LHM. CALL WINDOW GLASS DESGN DESIGN TAPCON ANCNOR LOCATION WNVOW SME T SIZE SIZE (INCHES) - � PRESSUitE LOCATIONS JAMB SHIM AS — CAPACTY N PSF CAPALTiY M PSF GENERA 1) SHIM AS REO.. AT EACH INSTALLATION ANCHOR WITH LOAD-BEARING M.*W MAX ALLOWABLE SHIM STACK TC BE 1//4- 2) WINDOA' FRAME MATERIAL-AL.UMMu ALLOY 9083 CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.9LL MUST BE 4) ATTACHED TO APPLICATION OF WLKIM11ATE 118 ADHESIVE CAULKLKEW AT FRAME'E CAL T COAPPROVED MPLY OATN EyEAL L MAMIFACTERER•S RECOMMENDATION 6) CAULX FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 8) CLASS THICKNESS MAY VARY PER THE REOLAREMENTS OF ASTM E1300 GLASS CHART SINGLE CLASS IS 9HOWIK *WLATMKi -CLASS IS ALSO QUALIFIED. G t x a eA -4p -40 _ Ae r,4w 34+ ea 1A , IM eA -40 -40 Q (SEE N07ES) Q -40 A,C Kw l0 p IA x u -40 -4p - AC F.4w t' ! » 1A . a » /A ■ xi ■A -n -77 -w -T7 -Ia -xD■ AD row - 5 F ( , OZWT 4s ts4Da4 a TATA. �olACr TAPCM raM �ir1cm 1 F, woor�9a�e t mm of auTr, u NK7NIR CWwrtrY terta dM MOfT LAR�t Ha AOR M Nvann M7[ t1II01 y,641", ELEVATION : �`' % Nt10tA[ RLOR JOB Dz,B VIEWED FROM EXTERIOR : v No. 12371 S 11 » 1A ■ p sA -Y -m -/e6 -1N -»3 AC FAw Colo 14MA-I/I/IASSnrm Nat Km meow to NAL -.��� ARone IP N/A ts44 t �, » lA x a4.$A ~» -w -se -lap -1M -160 -47 Ao "` / ON ie'en°'' -�,e .fib =;a °"•� NSTALLAT04 » p jA . M -4e _ '40 -Ne a atrau ANCHOR tttt m IA z a -47 -47 _»\-1T -tSt -139 Ac 4tr1LK1 PERIMETER CALIX ttu IN4 a to x li 3A -W --aQ AC U Fr'WMAS"Y BY O7Ht� CAULK BIFN*44+4 ■ N eAA -nM --40a -a1 OCt'w1U F. ROMND ASDCK EN A ;-io-40 -100 4ethb F. 8Y OTES 1/t o -4 -et -7e In _71 AC AC row CAULK BETE7 304 30 IA. - -m -e -iia AC FAX FAw UNDO FLANGE z0y �°'� zD to x O■ AA JO 1/2 x la OA -4J -41 -47 -41 -w -7■ AC F;°"' .ACCO BUCK 31.4+4 301/2 ■ 34 BA -+0 -40 -» AC WAPU aa+1«6 3" ED to nab SA -40 -+0 -7/ -» -77' _7e AC AD row f4W SECTION n xw b 1A t al -40 -40. -7e -h AC F,4w 2 7D t/1 x n -40 -4D -71 -71 AC FAAw a n x 21- -a1 - AC FAw WINDOW X5h -al -87 -m-N Al A° (wK ►qwWOH. r. 7 30 s 37 x D 0-o 40 4 �7 A0114+4 row 2«e n as SA -40 -40 -a -s 4 F l A C a37 7 x$3 X 72 -40p F.J-40 :at -0 a D E 47s U]642 axao 4L«4 42 x s X 38 42 x at 6A p K IM 6A -40 „•p ..p m -40 -w -40 ..4p AC AC AC r0J iRwJA-4p IAttl FAw pat -a -10 -40 -40 -40 AC row J 47sJ m93 -40 -4a -40 -40 -10 -40 -40 AC AC . FAH! row K 2 x M -40 -4D 442"oM ax -'40 -40 A.O FAW / 4s16 N x m 3111 -40 -4p AC row 4060 ae14a 4s x Ib 6A 40 x a4 0A -40 -4D -p -4p - - AC AC row row WINDOW U«a 4°IM 4e x a6 0A 48 x u -p _40 _ - - .I44Nwl HCL +�+ -40 -a0 - - AC FwUl . I F �. pal 1/►,a -46 -4s - - Ae AC FAw f Aw GENERA 1) SHIM AS REO.. AT EACH INSTALLATION ANCHOR WITH LOAD-BEARING M.*W MAX ALLOWABLE SHIM STACK TC BE 1//4- 2) WINDOA' FRAME MATERIAL-AL.UMMu ALLOY 9083 CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.9LL MUST BE 4) ATTACHED TO APPLICATION OF WLKIM11ATE 118 ADHESIVE CAULKLKEW AT FRAME'E CAL T COAPPROVED MPLY OATN EyEAL L MAMIFACTERER•S RECOMMENDATION 6) CAULX FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 8) CLASS THICKNESS MAY VARY PER THE REOLAREMENTS OF ASTM E1300 GLASS CHART SINGLE CLASS IS 9HOWIK *WLATMKi -CLASS IS ALSO QUALIFIED. G t x a eA -4p -40 _ Ae r,4w 34+ ea 1A , IM eA -40 -40 _ AA row ] p to x et eA -40 -40 _ AC F JM6 p 1A x Be 0/4 -A -40 A,C Kw l0 p IA x u -40 -4p - AC F.4w - - At: r1w 1 M NOK ARL t•Ow■W AFa Kat71K 211■lCit#AL "I' 1V FROM COWAxAIII9 ANALID6 a HMW NOT ®1 erFHm d RL9LLD Cr rAM 1•f16i)aVTQ tEsiMa \HmIL It xAtHT t+@$7ANQ ttsT REaIDOiBTt a in 1r aD� Ub �ARrlrV P, TM OEM LAO" IRL ax WITm » 4aa" Du m-Asf ft7T PRL101R H j \t C/ >D x4STAtU9Ok H tNQ AAt T LDOO N O*l w NA>mNlA 04Wp us ]/ts' dA TArtOJ 4NCt10R K ttlxflCitllt IHiON A MONK IYl1-1/4 LNaEDYBIT NIO tWatMR AA - 5 F ( , OZWT 4s ts4Da4 a TATA. �olACr TAPCM raM �ir1cm 1 F, woor�9a�e t mm of auTr, u NK7NIR CWwrtrY terta dM MOfT LAR�t Ha AOR M Nvann M7[ t1II01 y,641", ELEVATION : �`' % Nt10tA[ RLOR JOB Dz,B VIEWED FROM EXTERIOR : v No. 12371 S S YOOSEF LAVY, P,E. CONSULTING EIHQNEFR ��•.• STATE OF 4+v ►sap F—v wit Mf[ fa Iw1 t 6i 4 Y' %.db% C taw •1a i eltlee • aR. ■Tran ,Fir enJ,'• �! O R IQ*. •''� : = OMLAa TDMe 7f24J R 2f4t14o-000 n 214 7 Colo 14MA-I/I/IASSnrm Nat Km meow to NAL -.��� ARone IP N/A NSTALA71ON INSTALLATION ANCHOR, ONE BY WOOD CAUL K aETYEETH BUCK BY OTHEN ROOD BUCK t MASONRY oPE7ANO BY OTHERS CAULK _ FLANGE A Wt)CD RICK �4� p�rIDYBdMIN. e11i�MENT SHIM AS RECM EXTERIOR (SEE NOTES) BUCK ANgNDDOOW R PERIMETER BY OTHER 4 a . MAR1111 SILL STOOL BY OTHERS PRE CAST SILLd BY OTHERS � '. . ' GHxx CALWIDW FLANGE IApje i SEC --_SHIM AS REM EACH_1 1�R �EBAL NO1ES ALLOW SHIP ATSTACK70 BEA 1/4'. WITH LOAD BEMNO SHIM. MAIC WINDOW FRAME MATMAL ALLOY 00x3, ' CAULK BEHIND WN001V FLANGE AT HEAD AN D JAMBS. 9LL MUST G ATTAC)fE0 MAµTO TIC IONSUBSTRATEVU KITH VUIJHEM 110 ACHEMVE CAULK OR APPROVED fOUAL, 11GN OF NAXM 11a ADHESVE CAULK Ar FRAME SILL. MUST 0010;) WITH sEAt.A)rr CTVRER'! RECOMMENDA110N. GLASSh PER— WAY VARY NEXT dF VNDOW FLANGE TME ABOVF AFr£ FWAY VA ! NEltAthF REOLNRE1 ENTS OF ASTM E13M CLASS CHART. ANALY9! f HAYS NOT BED/ CAPPED BY HiEM"I DESIGNM& OF WATER AATER PEERRfp�ANM TrMG6 WHERE THE WATER R TEST OF 1! W OF DEMON LOADAp( )� P=nW DEMON LOAD DUE TO WATER TEST rRESW1RE If 0.0 PST', ACHE DESIGN LOADS �� LJW7ED r0 40.0 PW pti TAPOON ANCHOR OF ALLATION OF FLOW FRAME WIDOW 0I OONCREIE OR HASONRY CPENNO USE 3 0' SUBSTRATE AT LOCATIONS SHO TCHMTH TO PROVIDE MIN. 1 1/4' EMBEDMpHT MND SEE ELEVATION FOR KEY TO 7APOON LOCATIONS, L EXACT VAN" H NOT LISTEDROpRf TE AHpHOR CHART, USE ANCHOR QUANTITY LWED WIH NEXT LAROERI 112E, FOR THE A1VR0PRIATE DE9W PF43MRE REM CNE BY WWo BUCK NO BUCK BY OTHER 90M AS REO'D. FLANGE TYPE (s NOTES) JAM- FRAME rl i Cl (TYPE SEE SEE N07E5) PERIMETER CAULK a BY OTHER! WINDOW WIDTH EXTERIOR CAULK BETWEEN WINDOW nANDE WOOD BUG/ SECTION (-•� WINDOW IWIDTH. A O Ed D E 2 F1 / t F G ANCHOR NsrAL1=47"VT CAULK SETWEEU M UCC • BY = — G.A. 2 40 n r bb -40 _ ~0 A,C r.4w P NALYSIS k AP N r,4M F/4 TI O N 04 X 30 844 b ANNEALED 3 B MASS F,4NJ i4M VIEWED FROM EXTERIOR WINDOW CLASS DESFCI DESTON -ae AC AC F,O,NJ r,4tw SIZE (INCHES) PRESSURE PR!~S$URE b _ 4e 40 T �Tm CAPACITY K PSF WACRYIN PS LPDA pN 12 X is I1 X 24 1� -I� 1n -tn AA FAM 11 X 30 74 . -74 100 1- -Ib AA I.x a CONSLLTINO ENGINEER YaO 144 -leo AB F,41L7 17 X 40 h -et 137 -1N iT Aa _ F,4w 11X110 1 eT 3D -37 -aa - '� AA ►,4w i,gN3 Is x is 1a -ta IND -fe0 AS rRw I e X14 1e x 30 » -e0 1- -130 AC wH: r,4M r,4w 1: X s 3o -.eo I- /n -41 '113 Ao r,4w 1e X 4a 4 11e -a lot -116 A.0 i,4w 11 x eo 40 -14 A° FOAM u x n 40 40 Ao r,4M 24 R le- n -0e 1J0 -I3! A.0 f,4M >• 124 14 t 30 -a0 110 -110 AC AC rA)u F,qM N R JO Nµ0 100 -100 At 24 1 N b _.40 -n -e0 AC i,g1U 24 K b 24 X 72 40 b _ ALC A.0pq F. y a X to p r7 1 - -lm A.0 F,4M 32 .14 41 -41 -a AC F,4M a i 30p 01 AC F.wu a X >• Ar 1 4 p -40 -p 60 -"Q AC AC 14w N:4M a X so b 60 _p - _m 32 X 71 40 _40 _ - AACC F.4Aw w 31 X 11 41 -.41 I1/ Ac r•4W 31 1 24 40 -40 A -111 -73 AC a t 3o p -40 73 _n AC F,C.NJ x c o n 4o Ac F� 4'ss 33 X - ~ -4a AC b 4'0' -40 A'CF,41U F.4w W X 1e 10e AA FAW M f Y b -40 11 AC FAA" 4e : Jb p -10 _a 0' -a! AC f.4LM N X 34 40 1 N 40 40 -40 40 ~ -b A'C A.0 r.4w F,4M N R b 40 -40 40 x•40 AC 4e X 71 40 --b _ igAMNJ i0 X 1$ b IS4 - -iG4 AEC FAM ' 0D X 24 00X30 p Ab AC F,y/Ll F.4M 31 404e -40 40 -40 4C -�i0 b 1 b -JOcou '� e0 X00 b y0 - - F,fyy n X M b 101 AC ►.yU 71 / M 40 of -101 P.4Ga n 1 30 b -40 440 -e1 AC 30 71 1 41 b -U 4C -p -40 AC F 4w 1 AM 1460 TIL n r bb -40 _ ~0 A,C r.4w N i 11 A.0 r,4M F/4 TI O N 04 X 30 844 b " 49-4e b -" A.0 AC F,4NJ i4M VIEWED FROM EXTERIOR M X 3e X 46 -ae AC AC F,O,NJ r,4tw S E F,L2L1F 111F/ /r w x n _ M XX 34 3D _ Be 1 a _ b _ 4e 40 _40 Ac -40 AX M AC -40 AC F411J PAM ►.41U ►aiij. i 46 40 p _ AACO 40 r.41U F.QILI $ No. 12371 S NLA Jog 021D AC,' • YOOSEF LAW7 P.E. - '. STATE QF : 4A % CONSLLTINO ENGINEER YaO .... A O R 10 ?...' ram tANL ua / 100 "If W 0.11 XL • Ou+s W 141' • Or. ! 79N Ft r W!1 rrF►,j�'F/ 'IEEE . �V r 214�K T1 21447 ASSEMBLY DRAW M '� ��,` P. 14ao 7[L r fElncv I0mw we=IFeLHO i AR 1460 TIL SHEATHING BY OTHER INSTALATION ANCHOR ILK BY I FIN TIPE WINDOW FRAME h 2X>� BY OTHERS FIN TYPE CAUL( BETWEEN JAMB WINDOW FRAM WINDOW FIN CAULK BETWEEN F7N SHEATHING k SHEATMIG Y MW 1'MNN. EMBEDMENT EMBEDMENT SHEATHING BY OTHERS IMNDOW NAD{T INSTALATION ANCHOR N-�1xEs PERIMETER CAULK BY OTHER {� WINDOW I — H. WINDOW / HEIGHT �FlN�71PE FRMS SSL 24- O.C. 2 MAX(TYP). / WHGTO.W EQUALLY SFAL'E IEIEER CAULS- - IE SHIM IF REO'D INSTALATION ANCHOR CAULK BETWEEN WINDOW FIN & SHEATING ►I SHEATHING 5 E F L "$it BY OTHER 1- MIN. +�A EMBEDMENT NO. 42371 C' STATE OF .. 11'ONAL 'L 1---" -J L ELEVATION VIEWED FROM EXTERIOR ANCHORS (TYP.) HS' MAX(7YP) G.A.:3:� S�'ERAL Watt¢. - 1) SHIM, IF REQUIRED FOR L14LNC. 71WINDOW FRV.fE NATE9AL AUDI e^B3 35 CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS 4) CAULK FOR PERIMETER SEAL .AROUND EXTERcR OF WINDOW FLANGE. 5) SINGLEGLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13W GLASS.CHART, QUAUFIED 0) WHERE NATER NREWSTANCE TEST REWIREMEMT OF 13 tF G IS SHOWN IMLATING CLASS IS UESICN LOAD A DE90N LOADS WILL Be LIM10 TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 0. PSF ACHIEVED IN TEST. » INSTALLATION: FlN FRAME WINDOW M WOOD FRAME OPENING WMT TWO BY WOOD STUDS USING .OBD MCH. DIA. NA[S OR �a SCREW' OF SUFFICENT LENGTH TO PROVIDE WN.1' EMBED►gll'7 INTO SUBSTRATE, 0) NF EXACT WLS7r MTM HEXA LARGER Siff. IS NOT LISTED M ANCHOR CHART , USE ANCHOR QUANTITY LISTED YOOSEF LAVY, P.E. CONSULTING ENGINEER Baan 11q 3, LANE SUIS 11or CALLA[ T[I(,W 7",. - 4'T •: w�, loll B. O"k 0L . C-%% W nm • PA 0: ma • D� A Ism - ASSEMBLY DRAWING BO11ES 1)(10/1900/1070 9N4LE HUNG %MOW AR IP N/A TDPBI DATC DI[ NUNOi[N 12/11/03 B B+STALAn- 1100 Isl. fl1 (fxc a{Rr T— Y 8 Me 1r sme Fal G.A. 3/A RSR Pr a TM417f IWC pOOt � 'w'• x0. O'JPM�M NML1S ° YY)d OURf (9pHf r•r•1 s A tocm� 1Meq °�q,�). to • lro111/ EE9•i P1fmtZ 4+aDrr P+h Imo w wwr irw•e r I•yw r rrr Ylwt�pR .-, w[r ws•aolr 7 OXAp'I') NDOR is X ]• 11,AD AT E401 vA tL am AT { —fOp .IYr 1W Ngl•yL 1•µ,p11 i{j It Y - •D -•0 7 • • t 35 i x tl i%@ -•D 7 7 � t T T D TAflpq x Y n -w 7 D ! ° • 6 I �* a� tl X 0.o -A e • • • a CA= mom FM 44 X 44 � f f � to • Y[tl 7 7 D • { —fOp .IYr 1W Ngl•yL 1•µ,p11 i{j am tl Y p _p { t , • • ° -„ ♦ 4 i 10 10 SECTION 35 as x 44 - 4 to of M " .. s• x -80 { 3 71 t1 • @ [ p go - p " •• 1 { 7 I! 1 1! T n M%&o f q T X b • a so x ♦ 7 11 80 Y 10 f0 f. s to x so a WINDOW a -� • { a 11 i . w a. N Y p -l} -4 ; E 7 a I771 N 7 MYn D — f IT2' O.C. / MAX(TTP). 1t7NDOW I HGT. I) nx♦{ 1 it 7t Y N "•• h x so -0.p ° : ! fa q • a x 0.0 '•a f 13 fa • x x n -°• e e 3 n 1D s r x w iT i • ! U 13 • BOX n _y • 0 ! I3 fa u 6 -w • f 13 • GMERA_ LAS. ° ° a u { ^ D SHM AS t) ALLOWABLE AA i7�7 I EACH-TALLAT'- -OI-M KITH LOAD S,, IIAX EQUALLY SPACE 2) M91DOW ,,, MATERIAL ALLOY /4'. ^ ANCHORS (TYP.) 3) USE CAUU( BFSRND TiNOOW FN m061 ELEVATION VIEWED FROM EXTERIOR 4) USE CUAJL FOR PERMETE7I yEtiAT HEAD. SLL. k dAA1B3, S) DESION PRESSURES wow ARE RASA m D DOD" OF WaDOW FLANCL THxaOfESS YU57 BE DE7[SOIED PER ASM [1� CAPACITY ONLY. DE9Q4 PRESSURES FOR GLASS BE USED FOR DESif°1. GLASS ONART AND TIE SMALLE7L YAlli NULA B) ST LOADS W7(t„ DE LIET%MET:% X0.0 PSF DUE TO �yA7ER T Df3Tl?! LOAD MPUER P09T1rF OESiON INSTALLAl10N: p,lE ,R E541RE OF 40 a AOt1EVT ••i TEST. TYA BT 11000 --,,9'=x=,-=CL' «) WOOD FRAME OPENNO WI7H \\ B) ,F E7fA�CT ppL NT KTO SLB ATE Al 8101, ABOK R-TALE—ClENT LENCTN TO PROVIX _�'•� 5 E f L 1t1,f V47H NEM LAROM IM NOT US7FD M ANfJtOR CHART, USE ANOM QUAN71TY USTEO l4, yu JOB -325 6. MAX(TYP) No. 42371 YOOSEF LA 1, P.E. ACONSULTING ENGINEER � B-MAX(TYP). : 0 T.• W M50 NIST CARE. 31dIE /14t 1001 tL N.Ow1+B.�\ II ifQTa •R0. tr lima •- (TATE QF 4. t is 214 MLLA� 1EXAf ASSEMBLY DRAWING el Id91 el 4 O R fOP.' G� = is (714 34p D047 SERIES IWC (MULL) / 1100 (MILL) / 1970 (MULL) SILL SINGLE HIMC ,P • • T1 CONTINUOUS HEAD k 11,1 / D NA L , f' ���: Lat/e own SCAM I, FA/JB GM4 iiwww •�� DATE N/A 113749 09/24/03 B ml"= 1" mju. _ "M IlA1. t 1170 ma - ELEVATION VIEWED FROM EXTERIOR 4) USE CUAJL FOR PERMETE7I yEtiAT HEAD. SLL. k dAA1B3, S) DESION PRESSURES wow ARE RASA m D DOD" OF WaDOW FLANCL THxaOfESS YU57 BE DE7[SOIED PER ASM [1� CAPACITY ONLY. DE9Q4 PRESSURES FOR GLASS BE USED FOR DESif°1. GLASS ONART AND TIE SMALLE7L YAlli NULA B) ST LOADS W7(t„ DE LIET%MET:% X0.0 PSF DUE TO �yA7ER T Df3Tl?! LOAD MPUER P09T1rF OESiON INSTALLAl10N: p,lE ,R E541RE OF 40 a AOt1EVT ••i TEST. TYA BT 11000 --,,9'=x=,-=CL' «) WOOD FRAME OPENNO WI7H \\ B) ,F E7fA�CT ppL NT KTO SLB ATE Al 8101, ABOK R-TALE—ClENT LENCTN TO PROVIX _�'•� 5 E f L 1t1,f V47H NEM LAROM IM NOT US7FD M ANfJtOR CHART, USE ANOM QUAN71TY USTEO l4, yu JOB -325 6. MAX(TYP) No. 42371 YOOSEF LA 1, P.E. ACONSULTING ENGINEER � B-MAX(TYP). : 0 T.• W M50 NIST CARE. 31dIE /14t 1001 tL N.Ow1+B.�\ II ifQTa •R0. tr lima •- (TATE QF 4. t is 214 MLLA� 1EXAf ASSEMBLY DRAWING el Id91 el 4 O R fOP.' G� = is (714 34p D047 SERIES IWC (MULL) / 1100 (MILL) / 1970 (MULL) SILL SINGLE HIMC ,P • • T1 CONTINUOUS HEAD k 11,1 / D NA L , f' ���: Lat/e own SCAM I, FA/JB GM4 iiwww •�� DATE N/A 113749 09/24/03 B ml"= 1" mju. _ "M IlA1. t 1170 ma SHEATHING r- CAULK BETWEENRidG.A. 4 BY OTHER a SHEATINO INSTALATION "'' � N ANCHOR PERIMETER CAULK BY OTHER FIN nPE WNDOW FRAME HEADER Q AZINC (SEE NOTES) WI EXIERM HE FIN TYPE �A'D►�'sxL7 PERIMETER CAULK BY OTHER INsTALA'noN SHIM IF REO'D ANCHOR SHEATHING CAULK BETWEEN BY 01NER 1' MIN. WINDOW FN # ELIBEDMENT 11 SHEATINC s__.l NoTm ANT Au\9SWAND HAVE 8 a M DESIGN LOADS FR CUPARA1IVE 7E571Nq MHFRE Mu.TFR RESISTANCE TEST RESULTS OF WATER PERFORMANCE. APPLIES P051711E OCSx?1 TJ]ADS MILL BEREOIIMIEMENT OF 15X OF DESIGN LOAD LEST �AtE OF e.0 PSF ACHIEVED IN IMP 70 40.00 PSF DUE TQ WATER l CLASS THICKNESS MAY VARY PER REQL4R91ENT3 OF ASTM E1300 OLA9 d1ARTS, I INSTALLATION ST S Ausll0 jNe S�CRETY N WOOD FRAME -OPEHIIM PATH TWO BY W000 NTD SVBSIRAfE CR 00VB N gZ%T LENQin TO PROVIDE Mm.1. OMDMENT IF EXACT WNDOW S ZE 9 NOT US7ED N ANCHOR g QUANTITY LISPED " NEXT LARGER S ZF- CHART, U SHOW IF REOUOKD RR LET£LING. 9 "ROM FRAME MATUdAL. ALUNNUM ALLOY SOBS. C'" SEHND WHOM FIN AT HEAD, SILL k AAMg& CAULK FOR PERMETER SEAL AROUND EXTU40R Or WOW M_4W r 6 FIN TYPE WINDOW I JAMB WINDOW MDHT-•------4� - PEF BY sEcr_ o_a---z WINDOW M10TH. CAULK BETIEEN •0 x a a -w 40 -•p 7! i i 4 'w eG x s0 a -•0 'u •0 �— WINDOW Fµ1 & ! ! • a ! r 2 EQUALLY TO x a •o -a ANCHOR L SPACE ANCHORS $NEATHM NANDOW SS8 ANNEatID 3 E pAGS (TYP.) aaoo -•0 -_11 SIZE S GN •0 OF 18 Six O 0.080 D� I'MIN. (INCHES UPAOTYi! PSF UP RgPMSMgARED IN FRAME NAIS REOINtED 0 rz x w b -p r = i PI FRAME EMBEDMENT 20 x a p -w a' MAX. (T'Yp) !o x as w 1ao am x so 8' MAX (TMP.) 90 X 40 f0 SHEATHING a x a •o _p =° °° _ _ = i i i BY OTHERS ao x a -�0 -•0 VIEWED FROM EXTERIOR s r z a a 1s x v x b b a -� r z 2 a a i 4 INSULATION a ° b -40 ! r z = a s ANCHOR x x a 40 -•o - sa i s Z j , ar X •o No. 41371 lU .xN3 /04-0210 z % i CAULK x 0000 Y i P r = ! . 24 ' O.C. MAX. (TYP.) •0 x a a -w 40 -•p 7! i i 4 'w eG x s0 a -•0 'u •0 -•o -40 ! ! • a ! r 2 EQUALLY TO x a •o -a SPACE ANCHORS -40 40 _a 70 z w -•o (TYP.) aaoo -•0 r : r / •0 Z 7 �i0 w 0 rz x w b -p r = i a' MAX. (T'Yp) !o x as w -•0 r a 8' MAX (TMP.) 90 X 40 f0 1 i •o x µµ _ -•o x r i i a 40 40 VIEWED FROM EXTERIOR 1jiMr SEF L rrr•,/: + V� No. 41371 lU .xN3 /04-0210 % i YOOSEF LAVY p E. Y i P CONSULTING ENdNEER ,le '. STATE OF My S "D J,qmc Jnr LAaA 1m c or, n• o, ems a Teas. ra s. load • ». e 0 R 10'. •' T. =+tom ASSEMBLY DRAMMD. F f • • • �? F.IA��omT $OWN 1100 TOL PK'MIRE WVw VA AR IP TWD BY BUILD DDWN BY OTHERS CAUIJ( BETWEEN WINDOW FLANGE & FILL STRIP - SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME FLANGE TYPE tm m WINDOW FRAME SILL PERIMETER CAULK BY OTHFRS- K BETWEEN W NDOW NGE 61 WOOD BUCK 46t�- a ,AULK BETWEEN OOD BUCK & MASONRY OPENING BY OTHERSJ SECTION 1 CAULK BETWEEN FILLERSTRIP A BUILD DOWN BY OTHERS &EVER-_- AteOTNOTES 1) SHIM AS REQ•D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHM. MAX ALLOWABLE STAB( TO BE 1/4', (SEE NO 2) 1WNDOW FRAME MATERIAL ALLOY 8 063 FLANGE TYPE 3) CAULK BEHIND WNDOW FLANGE AT HEAD, SILL h JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR WINDOW FRAME OF WINDOW FLANGE 5) GLASS TH"NESS MAY VARY PER THE REOUIREMENTS OF ASTM E13M GLASS CHART SHGLE GLAZING IS SHOWN. INSULATING JAMB GLASS 6 ALSO l]UAUFTED 6) MHEPE WATER RESISTANCE TETT REQUIREMENT TED OF 15R OF DESIGN LOAD APLIES, PPt79TIbE ACHIEVED N DHI V LOADS 1 BE LYIIm 400 Pg DUE TD MATER TEST PRESSURE 1 1/B' MIN TESST , OF 6.0 PSF 7j I3 R TAP%IDE A TYPE NSTAUA?M ANCHOR MUST BY OF SUFFICIENT LENGTH A ,TYPE EMMI ENT INTO Tf�HEAD EMBEDMENT A SUBSTRATE j6 NSTALLATKIN. SCREW M LENGTH m AGNEyE 1 1/6' MN. EMBEDMENT INTO • MOOD FRAkINa J Y B 07 APCON - ANCHOR � 08 INSTALLATION CREW TO BE 6) BUILD DOWNPLACED a' - FROM CORS 0:POR� al MAX TIE�Tp AROUND THE MAW OF WND w FRµ BE E N NFERED 8Y OTHERS. BUIL* DOMN MUST ISE OF SUFFICIENT STRENGTH m ADEQUATELY BE EH TRAN$F7:J1 LOAD FROM wHoow m THE STRUCTURE. FlLLERSTRIP BY OTHERS 9) PLEVATIT'Tp SHOW TINES[ TWO pON COW"ATNINS IT IS NOT INTENDED m WIT USE OF THIS OF nxm "NOOw FRAMING STsm& T1pI5. 11DS SHEFT APPLIES m Aly, OONfTOURAT1gIS -STOM AS REOb. 1 (SEE NOTES) `-INSTALLATION ANCHOR. BI GLAZING (TYP. HE SEE NOTES). Q 1 1/4' MIN EMBEDMENT I INSTALLATION ANCHORS SHIM AS REQ -0 (SEE NO FLANGE TYPE WINDOW FRAME 1 1/4 kiln. JAMB EMBEDMENT GLAZING (TYP) . SEE NOTES p - INSTALLATION I -ANCHOR. CAUL BETWEEN WINDOW FLANGE SHEATHING nm d PERIMETER CAULK ONE BY WOOD BY OTHERS BUCK BY OTHERS. CAULK BETWEEN WINDOW FLANGE h WOOD BUCK, SECTION 2 ELEVATION ELEVATION VIEWED FROM EXTERIOR ��....�..� VIEWED FROM EXTERIOR SEF L'114'44 ATAr!YLA!LA No. �237'%� •�7ATE OF 1001 f. pw1' 0i • p>Rdkl7Ism of '•.Z 0R 10 t•••��F INSTALLATION DETAILS TWO By BUILD DOM MJF 1F111J'� • • • • !� SFRIFS 1450/1550/1570 DEED SIGNPICTURE NIND011 0 ,```' DRN. CHK SCAN[ AR Ip N/A �� IOOQ DAT[ 12/10/OJ Da NUpso+t B INSTAUTION >'eso Pw I' MIN. �� S ELEN BEDM7 CAULK BEMNO FIN PERIMETER BY 0 1£RS FRAME NCADFIN �ER SLED rbTMP7I—� LXMQg FIN Tym FRAME u.L PERIMETER CAULK BY OTHERS f3TALA7ION ANCHI�R CAULK BEHND FlN. SHIM F REDMD 1' MIN. : ELEVATION VIEWED FROM EXTERIOR 2 FIN FRAME fy QAZI E 437M `•CAlA.K BETUND Ff.L NSIALLATION ANCHM B VWTH BEY IME—TODOG �L.j, TIS I ELEVATION VIEWED FROM EXTERIOR 2 SE F L •21N2 I S 1) 2) DESIGN PRESSURE CAPACITY OF WINDOW & INSTALLA"RON IS AOA PSF. INSTALLATION 11A JOE 021Ey OF FIN FRAME WINDOW IN WOW FRAME OPENING MATH TNO BY WOW STUDS D099 NCH. DIA NAILS. PLACE _ .Opp NAILS B' FROM CORNERS MAX & B' O.C. MAX BETWEEN. BMD DOWN 3) BY OTHERS FOR TO INSTALLATION OF FIN FRAME WNOOW N OD WOFRAME OPENING V47H US"4iENT CCNSULTNENG EER PRWOVIDE MN 1' E1JTUM8EDMN0TO� OF SUFFICIENT LENGTH TO FROM CORNERS & 24' O.Q MAX BETWEEN. SCREW III B MAX INSTALATKN AMONOR 4) SHIM IF REQUIRED FOR LE\11JNG. 3) B) WINDOW FRAME MATERIAL: ALUMINUM ALLOY BM -k CAULK R r DutA% MaTf121,7 T: 21a BEHIND WINDOW FlN AT HEAD, Sfl.1 A: JAMBS 7) CAULK FOR pEMME7ER SEAL AROUND EXTERIOR CF YANDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REGRREMENTS OF ASTM 1300 GLASS CHART. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO 10) QUALIFIED. E"ATION SHOW COMMON CONFIGURATIONS IT IS NOT INTENDED TO ULflT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES 7D ALL CCNFlCURA7fON4 OF FIXED FNCTURE WINDOW FRAMING SISTEM. SHIM F REDMD 1' MIN. : ELEVATION VIEWED FROM EXTERIOR 2 FIN FRAME fy QAZI E 437M `•CAlA.K BETUND Ff.L NSIALLATION ANCHM B VWTH BEY IME—TODOG �L.j, TIS I ELEVATION VIEWED FROM EXTERIOR 2 SE F L •21N2 I S \' : 11A JOE 021Ey No. 42371 m i YOOSEF ID �•NP. 7f �'. CCNSULTNENG EER STATE OF W moo Rml UNE. am I iv W ILa4 Y • f "aL m faa • rt ale • A4 n fan ��� • ' 4 0 R IOp•' + 11,F'J,s R r DutA% MaTf121,7 T: 21a ASSEMBLY DRAM �? . sale nm /low/4m nm r.W'All. 12/bB/W B l NSIAUHR2F naorR EMBEDMENT' SHIN AS R CAULX BETWEEN (SEE HO TE WOOD BUCK k NA.ANRY G 1 Q BY OTHERS INST. TION AN(]HOR J/S 1pWN6D1A. TAPCON D - CAULK BETWEEN WNDOW FLANGE WOO) BUON ONE BY W000 BUCK BY OTHER SHMI AS REOb (SEE NOTES) ULK BETWEEN WINDOW INSTALLATION ANCHOR WOE 6t WOOD Blip( 33/16 OIA.TAPCON SHOW -7T a a 1 1/4' MIN. EMBEDMENT TER CAURK TYPESPACE FRAMf F -}-�.'EI YAW. I EXTERIO —tlL WHNOOW HEIGHT BUCK HEIGHT WIIINCE STYPE FRAME PERIMETER CAULK BY O1HER p 4 PRE CAST BY OIH/ER5 —/ CAULK BETWEEN WINDOW FLANCE & PRE CAST SILL WITH WLL EM 116 ADNEgECAULN OR SECTION APPROVED EW AL ��{{ (G.�4.7 -- r' iD48E0MENi SERIES 148D 1580/1590 IIC610N7AL S:10NG wM)OW(RANKF) GNPARATIF£ ANAUSIS k J YANDCw TYPE - WINDOW SZES W'lH CHART II S1 WINDCW FRAME I/4'SMIM NUMBER OF B SCREW LUMBER Or 3/16* 11 JAMB SPACE MAK-+, patEREc•0. T,T.T (INCHES) DESIGN PRESSURE REO'O. IN FRAME h / 7 015 CAPACITY IN FSP 4' MI SAME V 1' MINIMUM EMBEDMENT 1 I 4' MINIMUM FRAME Q WONTINEKMf7 HEAD AT EACH AT EACt y 24 x 12 _80 JAMBS HEAD JAMBS 24 x 24 _80 2 2 2 2 2 2 2 INSTALLATION ANCHOR 24 x 36 _80 2 2 2 y' 2 3/16. OIA. TAPCON 24 x 42 -80 2 2 2 2 2 2 PERIMETER CAULK_ \ �` ; SHHOWH 24 x 48 2 2 2 2 2 BY OTHERS t 24 x 55 2 2 2 2 2 ----- MV�OW MOTH CAU- BETWEEN _-80 2 2 2 2 2 2 \WOOD SUCK 36 x 72 MASONRY OPEHINHG 36 x 24 _80 2 2 2 2 2 2 BY OTHERS 36 x 38 2 2 2 2 2 36 X 42 EXTERIOR —80 2 2 2 'CAULK BETWEEN CAULK BETILEEN \-CNE BY moo 38 x 48 -80 2 2 2 Z 2 2 WOOD BUCK k INDOW fLM10E BUCK BY OTHER -76 2 2 2 2 MASONRY OPENING WOOD EUCx 36 x 55 2 2 2 2 By OTHERS 2 -64 2 48 x l2 _ 2 48 x 24 80 -80 2 2 2 2 2 2 SECTION 2 +e x 36 -80 2 2 2 2 2 2 48 x 42 _ 2 2 2 2 2 2 48 x 48 _82 3 3 2 2 2 2 46 x 55 -52 2 2 2 2 2 2 2 2 60x12 _80 2 2 �2 III---�� TH- O.C.ocMAXYAx I— 60 x 24 -8D2 2 2 2 2 _ 60 x 36 _ 2 2 2 60 x 42 -66 80 J 3 2 3 2 d r 60 x 48 -54 J 2 3 3 2 3 60 x 55 - 2 2 2 2 2 2 WINDOW 72 x 12 _800 2 2 2 2 2 HEIGHT / / 2 72 x JB --80 80 . 3 2 3 3 2 f24' 3 2 2 72 x 42 -61 442 4 42 72 x 46 -49 3 3 2 3 3 2O.C. MAK 72 x 55 _40 3 3 2 3 3 2 _� �BdLkOJES 3 2 3 3 2 1) SNY AS AComG, MJALAT To Eb1 _-- S) wA CARL[ SNY ST— TO E 1/4• IflTM1AWON � wM LOAD SIM 'AX1 MAW xATEMAA-ALAR, y ALLAY • ] J) CA' "E"M MOO* "#X AT NCAA OI 111041D TO iNE AND lAMWS,SSL lAlSf SI'B ARCI wM WRl'gl 1 ♦ N WINDOW ) uwc PD'IY(1p SUA ARClRO AOHESIHA CAIAx OR AFPROTfID EQUAL A) ocsrol ExTOxa or wNoor nAMa � MO rHWAI —� N ARL 8' m ON Yl[UON C'APAOTY 00.7 ocvON - ' Y " .11"S W URD Fd�a D' A31Y -E1]eA MALL OHM7 .) MNM *Arm w,,.Q RFT RL Soa Rrt E_�FF'� VA TI O N - OC9A' LORA, WLL E UYTm TO „A , or IS; A. Ad, L,,.A A► „K 'T--�_.__._ AoxKD N TESL OMR: TO WATER TEST PWERKM W LA PE VIEWED FROM EXTERIOR Q a SLOF)C N «4TH�AM pow FON Gsn TOTA FRAME vwe Is se LrW ssslcc'1r LD1CM TO h NSTALA7L'UrrA' YO11[ MMI 14' ICG EIgEDYWT TO HNC SIgSTRAT[ AS SIM.N Am TAM.�A1 n'Wa I'RAI'[ wxooW N OPE?ONO t!g J/w' V 1111/ 2MT.AI[A ja0OA1�� Nom TO ji`* E "'A" tl�1/4' CY�xr NTA = O C /IF S) W Excy wNoar Wa 1• AOT USim N Ax sur MAK 24. O.G Oq1 OlAllr. uSE ANC/lp. OIMIRTY L" M W" Hixr LARaR SR AAA 'ILA JOB 003-401A YOOSE. c CAVY, P.E. 'T No. 42371 CONSULTING ENGINEER ~ , v 95M ►O'E3T LANG SUI[ # lo. C—P-W 4A T.—. V CW OALLAS. TEXAS 7574] IKOI w. GrvafT Ad. • C.xMen, ix 75IN . F. . 0 6n Al FO:2 • D,%,, 1T 75161 ♦ .n STATE OF Uv 1 . oow r:(2:4 4o-ox17 IAAF �nS' A- 4Ag \O p'•' V r� ASSEMBLY DRAWING r, 337 J7'%05� SE RIES 1480/1580/1590 HORIZONTAL SLICER WINDOW ILII lO ,A; CvKo SCALE AR IP N/A RE v' CR �1 03/31/05 12TC /08/03 iB STA.-- HAMS LLATIO•J 14An �d eY~O�RTIIERS � 4 TALLATKIN ANCM7R B' r TAPCON SHOW►I . LK BETWEEN WINDOW {OE t WOOD BUCK d PERIMETEn CAULK PERIMETER CAl1LJ(-_/�j \ ' HDrHzonbi BY OTHERS CAUL( BE *EEN VANDOW FLANGE WOW DUCK ATM ANCHOR TAPCON SHOW /�W`� SE TION 2 MASONRY OPEWNO BY OTHERS INSTALLATION ANCHOR 3/10' 0 TAPCON SHOW CAULK BETWEEN WOW BUCK 6 WASONRr OPf]IINO BY 0T11ERB ONS BY WOW WOK By OTHER 24- MAXIMUM (TMCAL) NIDTH PERIl ,By THER ELE VA TI ON VIEWED FROM EXTERIOR AT 7Y HA "a NDMNAL VONT. ►DTH. 1!' AT 16' �� i 1 . NOAI,{L VFHf. MOTH- 2a' � SEP • • Q AT 10B' IIOINAL PENT. 1tlO1H. 3fr A PRE CAST SILL BY OTHERS . No. 42371 . CAULK BETWEEw 1WNDON FLANGE : a .. 0' PRE CAST SILL VATH V{AXEW115 cC�^+ ADHESIVE CAULK OR ♦ W a2Ll.e TI_�ON APPROVED EQUAL �A STATE OF W G.A. 7/A WINISSO/iSOO XWc HOMzoMrAL sLIDNC MNDOM fnANOI) COIPAHtAT11E ANAI.T9S/ANCHOR OAkNnTY CH WINDOW SIZES MAIM OF 1118 SOlFW ji NAILS t.T.T (INCHES) DEMON PRESSURE REO'D. IN FRAME � LWBER OF •117 RE01). N FRAME I CAPACITY IN PSF 1' MR'SNUM EMBEDMENT 1 1 2' AMMMUM EfwoMEI j9 WIDHT/}HE10HT HEAD SILL AED JAMBSS HEAD SAL AT EACH 72 x 12 -80 72 x 18 _80 4 4 2 4 4 JAMBS 72 x 24 2 6 72 x 30• _80 4 4 2 ' 8 6 2 4 72 x 36 . -73 4 2 7 7 2 72 x 42' -57 5 5 2 8 8 2 72 x 44 -54 4 4 3 7 7 3 4 4 3 72 x 48 _47 7 7 3 4x1 _80 4 4 3 7 7 3 84 x 18 _80 4 4 4 4 84 x 24 —80 4 4 2 4 4 2 84 x 30 —80 S 4 2 6 6 2 84 x 36 —69 5 2 8 8 2 5 84 x 42 _52 5 2 8 8 2 I 84 x 44 _49 4 4 3 7 7 3 I 84 48 _42 4 4 3 7 7 3 I 96 x 12 —80 4 4 3 7 7 3 96 x 18 —80 4 4 2 96 x 24 —80 4 4 2 4 4 2 4 4 96 x 30 —80 2 7 7 2 5 915 x 36 —68 5 2 9 9 3 96 x 42 _51 6 5 2 9 9 3 96 x 44 -47 5 5 3 8 8 3 96 x 48 -41 5 5 3 8 8 3 108 x 12 _80 5 3 8 8 3 108 x 18 _80 4 4 2 4 4 2 108 x 24 -80 4 4 2 8 8 2 5 108 x 30. 5 2 8 8 3 108 x 36 _68 6 6 2 10 10 3 i 108 x 42 6 6 2 10 10 3 108 x 44 -50 5 5 3 9 108 x 48 -40 5 5 3 e 9 3 amm-mmN� 6 3 I Vs+ooNFAH[ W •AUANIW ALOr1063 �) "'o'"r RANX AT WAD. AtM% AIo cuax na aLIN Wawa 8) WX p �j� w11� R� FOR CLAY W+axxaT WWT" AOW ntr. m. PI,,RM 9lAllq V.W.[ W1T W Usa FM PF11 ATN -oaoo aAt1 GIANT AIO tK h °DFHOtI I�GIt�. ML Kjo pa�ort -,Ax ��DV URO 'asst AOR10 a tor. a[ 70 z = s U rr ATILoI b Rn11 NOW LAMM .3 Jdl 1t MRIMRAR a0wr � � s+M�1• LWim . �ati.Ean YLA JOB OD4-114A )SEF LAVY, P.E. — 5 NSULTMO ENG1NUR rA ` raver LAN[ -m-f IQO C-WIV-f T -o,, Lp tiLtit low 7645 fol t Cray It' QsRIIIN. A Ym - PA. Tel Illim .ACL.. 1R 7m � ASSDABLY DRAWING SERIES 1580/I5YO XOX HORIZONTAL SLIDER WNIOCW D , AR IP N/A DAT[ DHWCV NAY[ 04/13/04 E NSTALLAnON 158 6 Y BY OTHERS SHEATHIN BY OTHER iJBEDM E -EN-T-- INSTALA71ON ANCHOR HEATHING ser Y OTHER 1' MIN ANCHOR EMBEDMENT AUTtON CAULK BETWEEN THOR 2 X MORD BY OTHERS IMETER ()To"CAULK CAULK BETWEEN FW SHEATHING A: SHEATBIG FIN TIPE NINDOW FRAME F FIN TrPE FRAME SILL. WINDOW HOGTH TMME R CAULK-- ser INST,4uTKk1 t x WOOD WOOD ANCHOR BY OTHERS g CAULK BETWEEN - VANDOW FIN k CAULK BE rWma SHEATHING d4 nFr SHEATHING SHEATHING NUMM OF / A SCREW BY OTHER- 1' MIN. CHART ; rum EMBEDMENT sECMON 11 rM M FIN TYPE — VANDOW FRAME JAMB EMEM SECTION 2 1 VANDOW VAO SPACED \ G.A. 8 _54 3 3 2 g 2 X M000 BY OTHERS SII6ES 1fA0/ICAO/ifND HDRZGfT/1 SLANG WIpO�M(RANCIj OfI1rPARAThi AMA1J95 3 ANOOq QUANTITI CAULK BE rWma SHEATHING d4 nFr 1MNDOW szE3 (x4WE5) DESIGN NUMM OF / A SCREW MU+IBrR ff .ita CHART ; rum BY OTHERS 5 5 PRESSURE REOb. IN FRAME I 4 4 CAPACITY C4 pSF 1' MINIMUM EMBEDMENT 1 1 2E MINIMUM EMEMFRAME BCOMENT flSRtt. c 14 F.(214 14106 R r9%1 ASSEMBLY DRAWING > 4 SERIES 1180/1 NDO/1990 HORIZONTAL SUBM *NDO1# DAN. AT EACH HEAD SE1. JAMBS NEAR SILL AT EACH EACH ' EMBEDMENT x 24 _80 2 2 2 2 72 x 42 x 24 24 x 36 -� 2 2 2 2 3 3 2 SHEATHING 24 x 42 _8O _80 2 2 2 4 4 3 BY OTHER .24 x 48 11 2 2 2 2 4 4 INSTALA11ON 24 x 55 -90 2 2 2 2 5 5 4 ANCHOR 36 x 12 38 x 24 -0 2 2 2 2 5 5 3 3 4 38 -80 2 2 g 4 2 x 36 -0 2 2 4 2 38 x 42 -0 2 2 2 2 8 B PERIMETER 38 X 48 -783 3 2 e 8 4 I CAULK BY OTHERS 36 x 55 48 x 12 -64 2 2 2. 7 7 6 6 5 5 48 x 24 -0 2 2 2 2 2 g 5 I 48 x 36 -80 2 3 3 8 6 48 x 42 -74 2 3 3 2 B 8 4 48 x 48 -82 3 3 2 B 8 5 3 3 2 8 7 5 - 0 X 12 60 x 24 60 -80 -60 i 2 2 3 2 7 8 8 9 2 x 38 _ 8 8 { I EQUALLY 60 x 42 60 -663 3 2 f0 10 5 SPACED \ x 48 60 x 55 _54 3 3 2 g 10 9 5 ANCHORS (rYP. AT\ 72 x 12 -44 _B0 3 E OFINVIO PINE tp(� MTWO MM1N MM, C013no NALSE�At'4q A+NM « LD" TO PROVD 2 8 8 5 5 aEJAMBS YOOSEF P.E. �� � 4 4 2 C STATE OF Lv IF en••'':;,[ 0 R IOP.• ? flSRtt. c 14 F.(214 14106 R r9%1 ASSEMBLY DRAWING 2 SERIES 1180/1 NDO/1990 HORIZONTAL SUBM *NDO1# DAN. 72 x 36 _g0 5 5 2 10 10 72 x 42 _61 4 4 2 13 13 5 72 x 48 -49 2 11 11 5 72 x 55 _40 3 3 10 1p 5 1 Z SxTURAL 2 B g 5 ELEVATION VIEWED FROM EXTERIOR — NOBS 1) 9BM IF REOUIRED FOR LEVEUNQ 2) VAMDOW FRAME MAIERIAL•AUAMUM ALLAY 60A3 3) —OW —XX AT HEAD AND 9 ro ATTACHEDCAULK MB JASSnL MUST BE 4) CAULK THE SUBSTRATE WTN VUUCEN 11A ADHESIVE CAULK OR APPROVED EQU POBMEYM SEAL AROIRO AL DrTMOR OF WND01V FLVNCE A) DESIGN PRESSURES SHORN ARE BASED ON MULLION CAPACITY ONLY. 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IEATHINO OTHER 1'MIN. EMBEDMENT INSTALAi)m ANCHOR -- CAULK BETWEEN ;HEATHINC F FIN & SHEATING . )Y OTHER 1' MIN EMBEDMENT TALA7ION HOR BxY WOOD OTHERS ROTER CAUUC WNDOW FM T1PE WINDOW FRAME F WINDOW Qff=B19 FIN �w� � HEIGHT RIMETER CAUU<-- f OTHER SIMM F REQb INSTALATION BY OW DS ANCHOR CAULX BETWEEN SHEATHING i' MIH WINDOW FIN do BY 01HRR EMBEDMENT SHEATHING SECTION 1 r^"A' 1 ���— 18 5 108 x 46 -40 B 6 3 MINDOW WW10TH_ 18 17 S GE7AiRAL Nem 1G.A. 8/A 1) SIWI F WOUNED FOR UVFLHa E L t) '01 FRYEA IE MATAL—mm ALLOT, *ani E VA TI 0 N - VIEWED FROM EXTERIOR x MOD ... SERES 1180/I9t0 x0X OTIZONTu SIDND MM H (FV0 ARATIIE ANAMA/00" QJANTm C4IAx7 t) itm1E ""'"TAN" Wo MXMD'MT a►1*t OF DOOR LOAD APPLE, t09TVt DEPDJ ttAo1 I1lL t[ Wim 10 *na PtF OR W MTflt ft3T ADETtD (' BY OTHERS CAULK BETWEEN VAIDOW SIZES- VMSOt i SM q�C F*r2, TFiUME oFElro W,T"IF 0'0" "1 M 10 SOME A! SoMm ARDW �TM To �� MAMER OF 1116 SCREW MAM CF 0.113 / MAILS I SHEATHING 4 FII (INCHES) DESI(A PFE59JRE REOD. IN FRAME RE0'D. 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XX 0e x 96 ♦ . 3 ♦ 4 ♦ • n p roe W 1r000 _uy ' j i .6 6 r O t oba�a" .45-7A t 7 e e AC 3% 15068 n 0 o b - 7 • TAPOON 4' rROM 0X0 7680 OXO T9f Xao 0 to 7 9 5 12 10 14 Elle! a 9060 OXO O1 -tit X 98 109- 5 3 a 3 b b 4 S MAX. @Y OTOS 11080 OXO 143- % j 6 b a e a • lal- > 17 B 10 1 Iz 9SISTAL 0 p D011 X 909e )OX . -A/M 106_ /6 6 AN04OR D ANCAtOR /e 3CJIE19 12068 xtx 142-� Y 80 b ; WXTX IJ6-l/M X all aa -AAA x 99 a i 0 12 is 4 S • BETWEEN Ooso XIX 706-:Z x N b 3 i 5 { 7 E •'CAL" L000 1]080 x1X 142 -NM X 05 F j MAS -Y 7- p 12 7 10 t 11 15 9 d BY OTHERS 12058 OtOlO, )O0a 1"- 19068 O70[D, xtoa OSGt0. X700( 192-y9 x a0 f 1/ 1Z t0 1� s I/♦' MAX 2 BY 9 OR 12090 OXM Kim 120-" X 9e 144-L A x 9e e 7 j j a a 1� 9 9 sy SpA 2 X 6 WOOD - TI 14 • It 17 e a eUCX BY orw" ! SECTI_ QN 6z -B Oa MOTE te) 4 o 4 SEE T • ,' 4 . IY'/aED;QA T S MRC CLAM DDDR 6 d d OR YEA 9Nwr cwtmm 4 Or OTHERS co or I HOOK STRIP a . . 4 _ i d mIIs SEcnonl A -A INSTALLATION AMOIOIT I 11 0" YATOTK: uw4aN ALM 9oe1 3/ter elk ?APCCt4WIN NMOIOI6 III, OIL wsr e[ O• OWAUAr X)�o "Or"'CR L"Alk t� i_i t• EY �T r okt 10 AciWW "K pn MNCO or -I/e• af<lDYOfT w 1' N Am Y, TYlAbI A10101i WfT 6[ Cr WHRDOA HRl KtWyTE t^Pa* aarAILNOI AAIfA1aAjA "Mr TA UQ a ww Q)_ + UN c"" NRH I'MulfER SM A XKM Otreaw w Dow 9 11 SIX r•ORM TI< A"NOV"Tx gMok N UKM G 00 MKMOt 004M Yi RaO1p1 am"" Lima elft ROR LOAM .) rpt 000"" DO= DM IA[ UA=f IWASt DOW !a 6 CO *XU"OA b w•!4m OFOAAa KAt�EtIRO OaLL9WOdM1�ZE O.Abq ALSO AFPRP% 0. 10VGa QA= R W,,,U WT Y4K 1q MWOM MU - or91 ML FACTORY APR= HRxi7 IMT DESOMM rm TAICbIS1l1000 LOGIN TO PROM[ ®l T' tuecD EXT H10 roe IV "oop :-= INCH D OE 111111110 aM A00[d 9119 aBFlp9? 9) AIM 3 SILL HL AT IM AR A a[ >sxa asl A wa I Aorr 7rAr sALnl taCR AT EA aR w NIrHlAlg1 MmO1Wa Mlt tiarD RA1WQ pal k y at 1 ® �,�Y9A7^ BT DiHaHK �.ARf��f 1`c+ YYII CAIAAt BEr11UEHH T ► 1 4r AMR ALLUMAU of VAN 10 I) ML "VALlARR1 AWMIN bLW ME WCC Or �.`` "OOO a 9iXNo + ♦� P . DRYIpRW WM?Aky MATwALL H atU1f 1[ a r HLDR[SPin MOMa PNiI AW Nr RDYiaTIIX ntm pAW Ap""M Ob1110A/tALHp4 ME Is" pt W"ALLAr44 TIMI, r"LA2R10 I s s a Q MOT ALL O IV O ATIpts ti9ta NSTALA11011 ARC Or AA T1•E ORAr7HA MOKe01 aOTAALAD011 alT10MS'LL-A', '9�' (SiE MORS) • LOO[ STre• OETAL A/4LY 10 NSTAIAA17D11 w A/rAO1m N7NHO/AA1fOMS ij to ALLAO Knelt,000iAo IH$1AWTfON AMpHopt y • za 2 0 aA " 1) >mLiC1 .7D $LTO 4m o IC a 7NOal RM HMIT ALla Ag1a1 fG+10 1 YO >dlalCLASS ft ArOlOes s wAW 91 M IN 2a• aL Ln N 2Aa a 3Y ATERLOM p00 6VOt p 6[ YRgILs lA6R2ap A 3It5' 04L. TAPCOM. �Q t IYAAIrG M lOAO A M La9OlQY, 7xARNlR m OMR O711YC7YAL ISANE CTC HOOK STRIP TAI Dtaw wlc.smAc wApn w wmxr m a aaA as. - ti •+i �i P oocQ a1GnH A B B / Hoa A EXTERIOR 1 F �AT,n; t *'s 1�M ' c.Tt+ba T2 7500E • �t 9a 919oT2 • TT TSJ91 SERIES 420/430/440 SLIDING GLASS DOOR tNSTATLATICN GETAAI• VMTH TWO By BUCK IN MASONRY 41141611112%'- - �"'� r.a .A+m t2 03 02 e GQI_0027 • Ase w AArAer asAAr a1�, , t.r um—. «w 4� nOad Stir Abt.Ap 4L1.4W. AY Ar Ar-•Ap ANCI IDRACP YANOOW FRAME JAma (YYp.) 4STALLA71ON NCHOR tYP,) #8 SELF TAPPING sms (Ym.) rm'JLLIVN DIE NO. 1448 -SECTION A-- A EXTERIOR ELEVATION MULUON ANCHOR MACKE T 4 O v v v �o a 5U8S1RATE NOTES: 1) MVLLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, OIE No. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE V/INDOWS SIDE' gY SIDE. CA I 1 � GEN—pS j MULLION 1 � DIE N0. 1448 1 INSTALLATION ANCHOR (1'YP. ) 4 �L vv v SEE NO -res, a o #2���. SECTION B-- B i arQ ft *0 � . M S � 2) w ►AASONRY CCNSTRUCTIav, A 1 TACH MULLION TO SUBSTRATE VA h1 3 Is- GENERAL ALUM (iA g, GCS V-1 Ola CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4- � N. C�tRROLLTO?d. TES�yS a ••..6�s`���• EM©ED1;,IENT INTO CONCRETE OR MASONRY, 3) IN w000 FRAME CONSTRUCTIay. ATTACH MULLION TO SUBSTRATE USINC 110 >� f•�N VERTtC�11 MULLION lNSTALLA t SCREN5 OF SUF�'ICIENI �.1H, To ACti1EV_L 1-3/8' MIN. EMBEDMENT INTO %%OOD OVUA ALUMINUM TUBE MULLION. DIE NO. 1448 WK AIL aa�arar;, WKS, wA o+«: 3/17/02 HALF .+t►.+ca en .►sa,�-r .00+aaoo. e� „s,u,eaonooa. w..r, . � ��N`osSt 'ga�FOR i�t+..arnp Mph aoa-ass..a5ta nr ,o.-ma-esH 9 GENERAL ALUMINUM CORP. HOR20NTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION 81445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ SH SIZES MULL SPAN> wow. HGT. V 26.000 38.375 53.000 197 175 61.000 136 119 74.000 81 71 80.000 62 54 90.000 40 35 96.000 106.250 32 28 22 18 17 50.625 168 112 66 49 32 25 54.625 168 111 64 48 31 25 17 55.625 168 1 f 1 64 48 31 24 f7 63.000 168 110 62 47 30 24 16 72.000 168 110 62 46 29 23 16 54.000 168 110 62 46 29 22 15 NOTES: CHART APPLIES ONLY TO DGRUDED ALUMINUM MULLION 91445 USED HORIZONTALLY. ' CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLIUN SPAN OR LES& ` WINDOW HEIGHTS SHOWN ON'Y` AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND 00 NOT M CLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. ` DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. ` DESIGN LOAD CAPACITIES SHOWN ON THIS CfART DO NOT CONSIDER ANY STRENGTH OBTAINED FROM FRAME MEMBERS OF ADJACENT WINDOWS. Dma- U175 `CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA wLDIN0 CODE. PREPARED BY: Foocucrnvwm oov00RPORATIOH 1150 LOUISIANA AVE SUITE 8 wwTER PARK FLORIDA 32789 PHONE 407 GM -6334 I FAX 407 822.8335 i,�esil®s�9too, 9b 0 �V 9 CA020039 A ZImm v 01-1201 e ®i GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1445 ESFIN ERTICAL .H. SIZES WDW W H. WOW. NOT. V 18.125 25.500 29.500 36.000 47.000 52.125 25.000 2289 2116 2116 2116 2116 2116 37.375 862 704 663 634 633 633 49.625 453 354 324 293 271 271 53.625 382 296 269 240 218 215 54.625 367 283 257 230 207 203 62000 278 212 191 168 147 142 72.000 187 141 126 110 94 89 84.000 115 86 77 66 55 52 CHART APPLES ONLY TO MULLION 51445 WHEN USED TO MULL FIN SINGLE HUNG AND PICTURE WINDOWS READ WINDOW WK)TH AND HEIGHT IN INCHES DESKiN PRESSURE VALUES ON THIS CHART ARE W PSF MI-ILLION AND FRAME ANCHORS SHOULD BE CHECIEDE IN EACH SPECIFIC CONDITION. Dmax • LM75 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE. PREPARED BY: PRODUCT TECHNOLOGY CORPORA TRW 1130 LOUISYWA AVE. SLATE 8 WINTER PARK FLORIDA 32788 PHONE 407 822.83341 FAX 407 822-0333 �ei1�e'eee®eja Q aatsa �►'e9 a .g • r •4 Ov AlL a°� CA020041 30-• o -o -M 03-0114 �M General Aluminum ALUMINUM MULLION, DIE #1445 WITH NO REINFORCING BAR VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE - PSF FLANGE VERTICAL SH SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 2081 1936 1936 1936 1936 1936 38.375 805 666 629 603 602 602 50.625 428 339 311 283 263 262 54.625 361 284 259 233 212 209 55.625 347 272 248 223 201 198 63.000 264 205 185 164 144 139 72.000 188 144 130 113 97 93 84.000 116 88 79 68 57 54 CHART APPLIES ONLY TO MULLION 1445 WHEN USED TO MULL SINGLE HUNG WINDOWS AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmax ■ U175 CALCULATIONS PERFORMED FOR THIS PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE., SUITE 8 WINTER PARK FLORIDA 32789 PHONE 407 622-63M 1 FAX 407 6224335 '�• • i Piteer4r,f,# •�s� '� QV/ 0.-. li� r C: .q �Yc� rr~i f • � O • t/�. P '°i s7o A A�- P'"690#60%, CA020146 S MW -03 02-0901 r— F GENERAL ALUMINUM ALUMINUM MULLION, DIE #1446 WITH NO REINFORCING BAR VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE - PSF WOW. WTH. > WM. HOT. V 16.000 24.000 36.000 48.000 53.125 73.000 84.000 96.000 16.000 8307 8307 8307 8307 8307 8307 8307 8307 24.000 2769 2461 2461 2461 2461 2461 2461 2461 30.000 1611 1313 1260 1260. 1260 1260 1260 1260 38.000 1055 820 729 729 729 729 729 729 48.000 554 410 328 308 308 308 308 308 60.000 341 246 188 164 160 158 158 158 72.000 219 156 115 97 93 87 87 87 84.000 136 95 69 57 54 48 47 47 96.000 90 63 45 37 34 29 28 27 CHART APPLES ONLY TO.MULLION 1445 WHEN USED TO MULL SINGLE HUNG FLANGE WINDOWS AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF . MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmax! U175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE PREPARED BY. PRODUCT TECNNOL00YCOW. 1150 LOUISIANA AVE. SUITE 5 WINTER PARK FLORIDA 32709 PHONE 407 622-63341 FAX 407 622.6335 CA020147 1&Oct-03 s�• � � A>l-09'R1 09 • � s ` N 1 R" .°'ate '� GENERAL ALUMINUM CORPORA? ON VERMAL MULLION DESIGN LOAD CAPACITY CHART AIJA1M M MULLION. DIE #1445 It 0 FIN VERTICAL P.W. SIZES WTK> HOT. V 30.000 43.000 56.000 63.000 72.000 88.000 96.000 28.000 1506 1506 1506 1506 1506 1506 1506 32.000 1013 1009 1009 1008 1009 1008 1009 38.000 631 803 603 803 603 603 6O3 42.000 488 446 446 446 446 446 446 38.000 240 198 188 188 188 188 186 60.000 204 166 154 153 153 153 153 72000 125 98 87 84 82 82 82 84.000 76 58 50 47 45 44 44 95.000 49 37 32 30 28 26 26 CHART APPLIES ONLY TO MUUJON $1445 WHEN USED TO WILL FN SINGLE HUNG NO PICTURE WINDOWS. READ WINDOW WIDTH NO HEIGHT N LACHES OESION PRESSURE VAUJES ON THIS CHART ARE N PSF MULLJON AND FRAME ANCHOR$ SHOULD BE CHECKED N EACH SPECIFIC OONDITIOM. Dr= sW75 CALCULNTIOH9 PERFORMED FOR THE PREPARATION OF THIS CHART COMLPIE6 WITH THE 2002 REVISIONS TO THE 2001 FLORA BUILDING CODE PREPARED BY: PRODUC7 79CNN MWY CORPORATOON 1160 LAUWANAAVE allrrE 6 CA020042 WINTER PARK FLORIDA 32M 3D -Jon -M PHONE 407 621.6334/ FAX 407612.6335 03-0114 _'s�e�elrrs,_ a MULLION ANCHOR BRACKET ® � 4 a 1 INSTALLATION ANCHOR (TYP•) WINDOW FRAME JAMB TYP. M U LUON DIE NO. 1445 SECTION A- A /1 x EXTERIOR E Na 4p W _! o•••.soo•�o d SUBSTRATE "'�\ Q 0 4 � 0 MULUON ANCHOR BRACKET MULUON ANCHOR BRACKET e v � v D v SUBSTRATE of ®o 4 4 SEE NOTES D d #2 #3 a INSTALLATION ANCHOR ( TYP. ) IMULLION DIE NO. 1445' INSTALLATION ANCHOR (TYP-) v v v SEE NOTES a Q a #2dc#3 13-13NOTES: SECTION 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULUON, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOW SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LENGTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING # 10 $ OF SUFFICIENT LENGTH. TO ACHIEVE 1-3/8" MIN EMBEDMENT INTO WOOD FRAMING. 4) ULUION ATTACHMENT IN SECTION B -B IS TYP. AT HEAD AND SILL. YLA JOB PO4-140 YOOSEF LAVI, P.E. ..� CONSULTING ENGINEER Ieot r. Qe`a ' eammm% Tx 79009 -PA. em $19m -Dam n 75361 9550 FOREST LANE, SkXTE / 108 1mt FIN VERTICAL MULUON INSTALLAflON DETAILS DALLAS, TEXAS 75243 ALUMINUM TUBE MUWON, DIE # 1445 VERTICAL. T: (274)340-0049 F:(214)340-0067 -,-_ FUURILL tt a� 0 DATE 07 _ MUL I tnm AN BRA WINDOW FRAME SILL (TYP.) WINDOW FRAME HEAD (TYP.) SECTION A -A INSTALLATION ANCHOR (TYP.) 48 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1447 (APPROX. 1' X 4') MULLION ANCHOR BRACKET .SEE NOTES N-0453 #2 & #3 ° a G.A. 18 a " MULLION DIE NO, 1447 ° D 4 ° 3/16' DIA. TAPCON v f INSTALLATION ANCHOR ° (TYP.) v a ° SUBSTRATE a ° v SECTION B -B jpv v NOTES i) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO- MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. TAPCON INSTALLATION ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WSO CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF St¢&IQiF_A ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. •'1N SECTION B -B IS TYP. AT JAMBS, GENERAL ALUMINUM CORP, • IoireCARROLLTON, TEXAS •+ em* J. �. ' - Tim' neFIN HORIZONAL MULLION INSTALLATION DETAIL ••�•$i.�& T�Blvd. ALUMINUM TUBE MULLION, DIE N0. 1447 EXTERI❑R ELEVATI�f�•.`polls #47946 BB ,�____ °A03/17/02 WAM HALF 00 GEN -0453 mum 0 aw raoat�r Kwaati� Cem. am MiwwT�oUL "nff. WATm w, rum ah =eK . MOK 4+!-els-4eis ►wt ar-sOY-M ii GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION !1447 WHEN USED FOR MULLING TRANSOM FIN HORlZONAL SH SRES MULL SPAN> WCW. HGT. V 50.000 62.000, 74.000 75.000 86.000 90.000 96.000 108.000 24.000 235 133 82 64 47 40 31 20 36.000 208 116 71 56 41 35 27 18 48.000 199 107 65 51 37 32 25 16 60.000 199 104 62 48 35 29 23 15 72.000 199 104 60 47 34 28 22 14 84.000 199 104 60 47 33 28 22 14 NOTE: • CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION •1447 USED HORIZONTALLY. • CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN OR LESS • WINDOW HEIGHTS SHOWN ON •Y• AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. • READ MULLION SPAN AND WINDOW HEIGHT 1N INCHES. • DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. • DESIGN LOAD CAPACITIES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENGTH • WHICH MAY BE OBTAINED FROM FRAME MEMBERS OF ADJACENT WINDOWS. • Dn me ■ U175 • CALCULATIONS PERFORMED FOR THE PREPARATION F THIS CHART COMPLIES WITH THE 20002 REVISIONS TO THE 2001 FLOR OK BUILDING CODE PREPARED BY: DROOL Cf 7VCh7#0L GY CORPORATION 1150 LOUISIANA AVE SUITE 6 CA020M WINTER PARK, FLORIDA 32799 29,k n -M PHONE 407 e2241334 FAX 407 622-M 01.12D1 � �sN4j,•- i S � V Nc 4"► � s C r I r � � MULLI^" ANCH BRACH WINDOW FRAME JAMB (TY'-) ;TALLATION CHOR 'P.) #8 SELF TAPPING SMS (TYP.) mvu.ww DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET INSTALLATI ANCHOR MTD•) 110 .P*A® 2® 0" "O' GEN -0457 MULLION DIE NO. 1448 TWO BY WOOD FRAMING A A zea J�es� ��+J� SEE NOTE SV2 a•T • B I ¢ SECTION B -B a -` "`EXTERIOR ELEVATION i ifF NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE DETAII AT SILL IS SHOWN DETAIL AT HEAD IS SIMILAR 2) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 GENERAL ALUMINUM CORP. SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1- MIN. EMBEDMENT INTO WOOD CARROLLTON, TEXAS FRAMING. ll� FIN VERTICAL MULLION INSTALLATION DETAIL 3) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 2002 REVISIONS. IT IS THE RESPONSIBILITY ALUMINUM TUBE MULLION, DIE NO. 1448 OR OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. VAEWSCAAM r Be "W''O. --- DAM i 4)DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING IS — 1 Z 05 *62.0 PSF. "� ---- HALF MAM ---- Deo om CEN -0457 ►RQA1�[p 0Y: ►i1o0UCf �Wq,0a1f OOaT., 1170 1+oUmwo. .loL, eDfltR MRt ROHM 3"M tint[ 40 -4U -auk rix 4w -aa-"= GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACI7Y CHART ALUMINUM MULLION. DIE $1448 FIN VERTICAL S.H. SIZES w0w. VnK > WOW. HGT. V 18.125 25.500 29.500 36.000 47.000 52125 25.000 1245 1151 1151 1151 1151 1151 37.375 469 383 360 345 344 344 49.625 235 184 168 152 141 140 53.625 183 142 129 115 104 103 54.625 172 133 121 108 97 96 62000 115 88 79 70 61 59 72000 72 54 49 42 36 34 84.000 44 33 29 25 21 20 CHART APPLIES ONLY TO MULLION 01448 WHEN USED TO MULL FIN SINGLE HUNG AND PICTURE WINDOWS READ WWOOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHEC CEDE IN EACH SPECIFIC 0ONDITKX Drm s L1175 CALCULATICNS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE PREPARED BY' PAODUCT TECHNOLOGYCORPOM7)oX 1150 LOUISIANA AVE SUITE 8 WINTER PARI( FLORIDA 32789 PHONE 407 8224334 / FAX 407 82241335 CA020037 294w -W 01-1201 ��i• 0v0/e4,p0 .�° �• QU1 '�I•. F1 C'• ®NX. GENERAL ALUMINUM CORPORA77ON VERTICAL MULIJON DESIGN LOAD CAPACITY CHART ALU M"M (MULLION, DIE 611448 FIN VERTICAL P.W. SAES wrH.. mar. v 30.000 43.000 56.000 63.000 72A00 88.000 98.000 28.000 819 819 819 819 819 819 819 32.000 551 549 549 U9 549 5d9 548 38.000 343 328 328 328 328 328 328 42.000 264 243 243 243 243 243 243 56•00D 110 91 86 86 88 B6 86 60.000 87 71 Be 88 66 68 Bg 72.OW 48 38 33 32 32 32 32 84.000 29 22 19 18 17 17 17 96.000 19 14 12 11 11 10 10 CHART APPLIES ONLY To MULLION 01418 WHEN USED TO MULL FIN SINOL£ HUNG AND PKRURE WNrDON9. READ WMDOW VWTH AND HEIGMT IN H>ES OESM PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECM CONDRIOM. Dmu • 2175 CALCULATTDN8 PERFORMED FOR THE PREPARATION OF THIS CHART OOMLPIES WRTI THE 2002 RfVt3K)N9 TO THE 2001 FLORIDA BUILDING CODE. PREPARED Sr. PROWACT M'CNW0L00Y OORPORATM 1150 LOUISIANA AVE BurTE 0 W WrE R PARK FLORIDA 32M PHONE CT 0224W41 FAX 407 821-4337 CADZ" 29Jhn413 02-0901 oa��,; a!Q i�eO♦ �i Ls , • �v 0�4fe °� a •'y�'e a d s °•�te.�tdo� GENERAL ALUMINUM ALUMINUM MULLION, DIE #1442 WITH NO REINFORCING BAR FLANGE VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE • PSF SH SIZES WDW WTH• > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26•(M0 1062 987 987 987 987 987 38.375 410 340 321 307 307 307 50.625 216 172 158 143 133 133 54.625 169 133 122 109 99 98 55.625 160 • 125 114 .102 93 91 63.000 107 83 75 67 59 57 72.000 70 54 49 42 36 35 84.000 43 33 29 25 21 20 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG WINDOWS AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dm8x a U175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILING CODE. PREPARED BY. PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE., SUITE 6 WINTER PARK, FLORIDA 32789 PHONE 407 622-6334 / FAX 407 622-6335 E vd. CA020140 18.00-03 02-0808 GENERAL ALUMINUM p� ALUMINUM MULLION, DIE #1442 V WITH NO REINFORCING BAR VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE - PSF FLANGE VERTICAL PW SIZES WDWWTH•> WDW. MGT. V 16.000 24.000 36.000 48.000 53.125 73.000 84.000 96.000 16.000 4237 4237 4237 4237 4237 4237 4237 4237 24.000 1412 1255. 1255 1255 1255 1255 1255 1255 30.000 822 670 643 643 643 643 643 643 36.000 538 418 372 372 372 372 372 372 48.000 282 209 167 157 157 157 157 157 60.000 145 105 80 70 68 67 67 67 72.000 82 58 43 36 35 32 32 32 84.000 51 36 26 21 20 18 17 17 96.000 34 23 17 14 13 11 10 10 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG FLANGE WINDOWS AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmex a 1.1178 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE. PREPARED BY- PRODUCT YPRODUCT TECNNALOOYCORP. 1150 LOUISIANAAVE, 8UITEE Wvffm PARK FLORIDA 32789 PHONE 407 822.8334 1 FAX 407 822-8335 CA020141 18 -Oct -03 02-0901 INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET 1 0 WINDOW—` MULLION FRAME JAMB DIE NO. 1442 (TYP-) SECTION A- A 0 n - EXTERIOR ELEVATION Hrx GEN -0454 MULLION G.A. 2� I I I I DIE 'NO. 1442 I II ! MULLION I I I I ANCHOR I II I BRACKET I i INSTALLATION #8 SELF TAPPING ANCHOR SMS. (TYP.) (TYP-) v SEE NOTES CONCRETE OR MASONRY e s a #2 13 SUBSTRATE SHOWN, WOOD FRAME SUBSTRATE ALSO APPLIES 9-11-021 A IREMOVE ANCHOR SPACING DIM. DATE I SYM. I REVISION . SECTION B -B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE 2) 1N MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY, 3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B -B IS TYP. AT HEAD & SILL. 5) 1 rA�L OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 20 i77 1 G CODE NTH 2002 REVISIONS. IT IS THE RESPONSIBILITY INE COMPLIANCE ON A SPECIFIC STRUCTURE. (� 4. GENERAL ALUMINUM CORP. 3 CARROLLTON, TEXAS f w Co�� FLANGE VERTICAL MULLION INSTALLATION DETAIL 0. �k4'% ��� ALUMINUM TUBE MULLION, DIE N0. 1442 Bpit 0AftA ---- awl BB "Paw° ---- DAL 8/21/02 BY •..��'' xrl", ---- 'w'i HALF wTM---- opo tea CEN -0454 M81DA1<D 01! plow= 1NOMA" Cls. 1100 IOL,BIyy AW_ UNM MMR 1ldnA 32780 PH= 4WI- 20 -Bili FAX X07-8�1-W6 INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP-) MULLION DIE NO. 1442 SECTION A -A wilco V L-0 EXTERIOR ELEVATION I Ii I II I II MULLION I I I ANCHOR I II BRACKET I II I�I #8 SELF TAPPING SMS (TYP.) I.A. 261 °MO N0' GEN -0459 1 MULLION I DIE NO. 1442 i f c o v v a a c v e o 4 v a SUBSTRATE v a SECTION B -B INSTALLATION ANCHOR (Typ•) 1-1/4" MIN. EMBEDMENT NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16° DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT SILL ONLY. 4) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 2002 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. 5) DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING IS *6 PSF s•���to . GENERAL -ALUMINUM CORP. J. °r �����;e•' F 1 �" ,6 °sem' CARROLLTON, TEXAS �►' e� Vm' PRE -CAST SILL MULLION INSTALLATION DETAIL W/ALUMINUM TUBE MULLION, DIE NO. 1442 *e ARtA ---- 0m 138 A" 12/05/02 s 7 ,• a —�.-- +-Q:: YA7E� HALF MAlU DW 10 GEN -0459 0 , R ' ifoouafaer Odie. 116q WUMAW Arc.. WM .ARIL. RAMPA mw Pf"a X07 -a!! -*n* F" 4Q7-{tl-6176 MULLION ANCHOR BRACKET i WINDOW FRAME SILL (TYP.) WINDOW ---' FRAME HEAD (TYP.) SECTION A -A I N W INSTALLATION ANCHOR (TYP.) #8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1445 SEE NOTES --i #2 L #3 MULLION DD d DIE NO. 1445 ft D MULLION D ANCHOR d BRACKET v SECTION B -B G.A. 2 1= p' GEN -0456 INSTALLATION ANCHOR (TYP.) d ° CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE p ALSO APPLIES. v a D D v NOTESt 1) MULLION INSTALLATION DETAILS APPLY .TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN , ATTACHCONCRETE SONRY SC EWCANCHORCOFO SUFE CIENTMH.OLTTO ACH EVERATE 1-1/4W MIN.ITH3/16EMBEDMENT INTO CONCRETE OR MASONRY, 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING, 4) MULLION ATTACHMENT IN SECTION B -B IS TYP. AT JAMBS, 5) INSTALL SWOM Di14LION AS SHOWN ON THIS SHEET COMPLIES WITH, THE 2001 FLORIDA DING H 2002 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERM SPECIFIC STRUCTURE. tis ra. �` � r 1 �+ � �'- �e✓ • 9 GENERAL ALUMINUM. CORP, CARROLLTON, TEXAS 'w_T3�4 EXTERIOR ELEVATIDf�I, -t Long �, D L°`}�• �� nom' FLANGE HORIZONTAL MULLION INSTALLATION DETAIL �[�•' �►.� ALUMINUM TUBE MULLION, DIE NO. 1445 t .,gym Wk ---- BB d. ° D 8/21/02 �i4s01i 9 HALF ""n'-- — �G �GE"456 raa,� aM weatcr "—LM tae . use LCMURRuva;z wmw VWK au®i► arra POW gar.Gae-aa rAx ara�aa� MULLION ANCHOR BRACKET INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET ® I I I I ED WINDOW FRAME JAMB (TYP.) #8 SELF TAPPING SMS (TYP.) M V LLIVN DIE NO. 1445 SECTION A -A EXTERIOR ELEVATION v SUBSTRATE SECTION 13-13 G.A. 2 DW'G N0 GEN -0452 MULLION DIE NO. 1445 INSTALLATION ANCHOR (TYP.) -i EE NOTES #2 & #3 NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B -B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS ?TLE: FLANGE VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 MCA. ---- ORM: JS AVRVD DATE:3/�%/O2 wT/fT: _ _ _ - SCALE: HALF NATL — — — — Ori. M0: GEN -0452 LOOr CORP., 250 M7[RNAtIONAL PKWr. MATH" FORMA 32744 PM01R 407-103-03/3 rAi 407-803-03" O4L DY WMO BUCK tlY ul.k7r AJr BETMEE?l MND011 AOr k 'LOCO SUCK Pk Rwrt(A GAtAK Ily MIA MT�V�C 31 --/ r INSTALL AWft AhCALA. CAULK Str%EEN WcoD l &tGN k YASQJIV Ct'V4AIC eY OSVIERs 1 1/4' Y:N d aotLwcNT -- --- FWLK Wu rL,k*X Ill{ wA j0M 4AMH It 7 PERwtER _9461 If REO.O. OY Or•1OTs '�� MMIsoA• Wun1 Fx rF.RIOR EXTERIOR To k Atrh 11 s wh�oW rnAYt !(�j1]�j uL By QT TII CALAX 5r DTIeR-- PRE CAST SILLQ a OY On�R3 CAULK DETMEEM 'MRMr► rl AhtC } iXr( CAtii yt i. W.1.1 %kfLxaY rL^^��••++ n 116 AnMElaW CA -,Kg Og �7.L.Y11_UN� APM%CO ECUAL =N- FRA' ROTCS• T) SHIN ! REO'O. FOR irvrUNC. 2 ) W40OW FgAVE 11AMMAL ALLOY 6063 3) CALAX KIM% MMDOW (LANCC AT I.EAO AVO JAMBS, 4) cAuuc ram rc"Arro SEA-, AROUkO EKtERrO't Or Wh.IOW FIA,,E S) (IM" PWS_CFFS 910414 Air RASM ON W.IMM COAOTY OMY PRiSLR-S rrA OASS ngcmr..%s WSi BE DE"fMD FM ASN -1300 CLASS Orq A50 W 94ALIM VAM YJST BE U20 MR WS7L 6) V9W.. IIATEM ArSMIWr TTS( 1tr01.1K[HfVT Or Iss OF 0jSrA LDAD AoiXS D(SNLOAD nl,L or WIED TO 40.00 PSL, LL( TO AAT(R RST HtLSq)X OF 6D0 PSr ACANo ON MSI 6) tIST1LL1/7gk ((AN'Y rRAIC WMW N COMMIT CR VAWWT DrfUNC IeW, 7/16• TAPOf:N ARMOR Or S.T7K701t LINCIM TO PROAL! YtWUY 1 1/A• IWU?DWNI INTO S113SMAlt AT LOCA➢QTS SgM1 ON CRAR1 B) f (CACI UtOW Sid IS NOT USILD M AADW O AKT, US( Ah" OUANAIY USTLO TIIK KIM (AR2R Ya. ONE BY WOOD D.uK DY Onj. A I wRJI)Dw (2A55 Oi51 1 GLASS CESG�i LIN lYLIlDY(h I 1 1 I I "'-S111Y IV N►JPO. µ �- M'S/A1lAnOV A%CWJ1 a CAULK DTTIKTN *GW avc< A WAS04RV Or`ChWG RY opff MS CAULK RLTYIgaN wNCOW FLAP" -..._ WOW BUCK A C I +K / F..JI 2 1 G.A. 30 cnLl ILC I wRJI)Dw (2A55 Oi51 1 GLASS CESG�i 1A )CUi A10M 4/!: SIXC (INC'If:S) Nn.SSJKk' PM.SA�IL LOCADONS LOul * ' n5[f L9,�sr6rr TV IN V9- Cµ1AOTY N r9 '/LEVEL) FROy. EXiEKIOR q /s r/Y 434 3/1 -N -77 ~ _7r _yl lC raN� 14 14 Ih . AO 3n _y -� �•6• -n7 I 1.•4 14,5 1♦ In • _� sn 11 1/1 • 30 Sn -s3 -1T -b4 It lC rOJI, 1 f.CI1J �6 If ah; h •400 _4AA -.6 .111 lG r.arV O.r.t.0.41 j 11 _ ......_... Ir 1 44 _ _ _ - _Ib .lu IC C asl04, vi IMI "• h 1/t 3i i// >• In . �6 sn -oG : c r.a,u I 11W . 1�r/7 . S1 6// n a -U '•I' -�'/ -,= _leo tie r,lU . - jf Ia/ » 1/2 . 77 -4e -46 -.p -6^ -» -Ar -12 A.c lc r.a11. 1 4.0,1! jI �!o•T >V Ina » -3/ .34 Alt N -I 16 IR . A 3h -17 -q ..M .-N lc ral�'j Nm !e I/1 . ep eh -41_q -� -71 A0 cc 1, - 301 r 9Int . M On -40 " Ac r.Gry 3+}A11 �on -W 1/2. so 6/4 -t0 :h I _r AG I"- S'•; > +h . u .A in .77 -40 -sc -46 ..o _ 11 _71 A c rc� ! ._.701._. �_19.'/y.s.M--- - - ..h _h .r--7r.� �!►_ .0 r.a,u j rani 1I ]7 Y 1• 3// _44• )i - -e1 -f1 _�c A.6 — rArli 71 !r . ra 3/1 _a _� •O -,r r) I_ ^41 ..c 1.014,t 4.. 7•-3 3, r M 3h _4p 'ee + -3, -•JJ lC lc " 1 -.CM,, M, ri T, Ar . a On r A f3 _w -w _M ..b -A3 ..OI s7 -N AC lc 4Jtr 1I f.cJv --A' 77 172 �-M -40 - -40 _p7 - 7 lc 1 4726 47 A 2% =u - ;y -pT -ti -a1 AC r.01U 1 .73A U A 34 3/1 _40 -40 lC fAN.1 4710 7 r x 3/11 .te _ h -•e lc r.OM, .7trt y t N S//40 _-y b 4! lc IpV• 614•C 7 r SI oA .W -•O -� `•e It I,arl) 1 .2r7 ILA 7. .7 r 63 -40 -an -4e Ax N ■ /)-6040 4 1" '40 a AX 036 .. A r -4e ' a0x .650 .s ■ .r1 3/4.k u Y b Sh -44 .4p .y ..0 - lc , I Aaa1 4rI, N 115 th -40 -w1 - A,C A.c1 I.G . 42) rq •A A 6.1 _4p -.0 ! 1 _ As IMIU r 1 •3 , T. C !! 33 In M 3n -40 _.o lG LGM r SIL SS IAl . x 3n t0 6 I - A,C j 14.4 37 In • Si Sn -k _p Ac LORI 34r 11 1A A 13 s// -ILO _y - lc I.ONI l33>S Int /0 J Ac I. )I., lc rn, t ' i • n5[f L9,�sr6rr ELL TI N '/LEVEL) FROy. EXiEKIOR NO 42o37/ Y005EF LAVY, P.E. i a Ix ; � p •. * CUNKM14c i,.wg%l4 ,,, � O •' 6s70.rvoT u.,< S<Arz i lag r STAI E OF W •r .� '.. A� �, .' 2 • ORI - r'K+as. Ims 71263 1 f2lgf.n-our 1 1n61!W-o•. A F r16 'fJ •. . PV � IICRpOA U:CHSF / 4IS71 /NAI too, w rErr r • o...,a o ne. rA r. 6•r1» • 6.r< a hr ASWM5.Y ORAwhC tRY1 I41J/1190/1370 re 1 Me 9.011 KM M.C* 44• aA.w •SLP Y4/A oa p �. .... 03;�5/b6 197 NITLLIIIl7M tt 2 X wotw 0Y O HERS CAULK CWT11EFN FIN TYF't WNDOW I IN & htN00M FRAM: + SHEATH:kU JAMB SHF.ATFIING CAULK 6ETIIECK FIN --"—'•' BY 0 k SHEA114'.. ICU -N. 1' YIN ..� ENREDUiNT INSTALATION I EMBF.QYENi AKCN04 ' � _� S-IEATHINO RY OTHERS PERIMETER MNOOW WDHT---- � AULK BY 01 r� -- ,.-`-�- 1 INSTAL ATION _ rx?TR�nR �pERIMETER CAUL( TIN IItY' NY OIFER wNDOw FRAME HEAOER)� 1NN11(IW w4DOW HE•O.+T C.i£LkEiS?J3 ' nm 1YPE I wltnnA rRAMC SILL 74' O.C. MAX(IYP), f.0UA1,Y VACF. IVETER CAUL ( ANCHORS (M.)JCJ/ OTHI9 RFOV 7` IHS rAI.ATTf)rt% Atit}IOR CAULK f1T 141-E N / WNDOW FIN & 1 SmILATING { `,Asss4SSSLIFt1 10 r S E f ( Ir �.l`.. 6� MAX.(TYP) S11EAn11Nu ��^---- BY OTHeA I' MIN. A I } E.MHctx+r.Nrr1 SECTION: N.. 41371 v : * F LF_VA 1!()N 0 STATE OF V'EWED FROM EXTERIOR C.A. 31 COMi'ARAIIVL. ANALYSIS AN IAPN AN'HpFt CHAt? I MNLIUIN o --,u P'9L WRE 111 DF j a sm-a fR a Wi .c% D,1 ok 5'ZE (INCi+CS) CLPApF1 N LSf 00. N Rik( vD IN fm . t rR k• . - ..t. writ S "' 1a a !n leg 109 7 2 2 2 2 3 b t 40 01.1 43 2 2 J 7 1 J la . 63 63 2 2 3 2 7 J f0 r to __ SO _ 50 7 2 3 7 2 3 20 4 40 73 1! 2 2 3 2 2 4 20 + to 59 59 2 2 3 2 7 4 20 . an 40 to 1 1 7 .S 1 7 17 1 29 a 30 51 SF 1 2 2 2 2 1 1A a 40 57 57 1 7 .1 7 7 3 ' Aa 46 7 2 J 2 7 4 2a . an _40 40 2 2 J 2 I 10 [ JJ SI SJ 7 7 7 7 7 J 30 • 4n 49 49 7 2 J 7 7 S 30 • SO a3 Al 2 2 3 2 2 4 30-1-"- •0 2 2 J 2 2 4 JA A 30 41 41 3 J + 2 2 2 2 V. 40 40 40 3 2 13 J J 3m• x 4n 40 3 J s I! ! m. to 40 40 s s 13 3 3 40 s 70 40 . 4O a° 4 90 4(1 4n 40 40 40 Au 3 3 - JI s -31 I ) .11 J 3 ! ) J ! 2 ) WA SA;`R41Ei 1) SHIM IF NWID FOR LEALNG. 7) MINDOW iRAPJC YATFRiAL At LOY 6063 3 CAULK F1fK4O %INDOW FIN AT H( -A) ,S I & JAMBS. 4) CAULK FON PITaV(TCR SEAL ARO:rNC FXrFROR WWNL.OW FIANG(. 5) CLASS 1HICKWSS WAY VARY PER TILL R;OVRLMCNIS OF ASTM LIJUO GL&!jS p/ANT, NNGLE OLAZI.NG IS SHOWN. INSULATING CLASS IS ALSO OUAL.YIFO 1) 0401. MATIN R(3STANCL T(ST R10J14tM(NT OF 15X y' (f1GN LOAO APPLIES. PWATIC CXWSN IOAOS WLL IK LI0I0 10 4(X0 PSI Obi ID WA7(N IISr My is r 9 9.0 PSI A049tK0 IN tt51. 7) INSFAI.lAl": nN FRAM( 1Yti:h11 IN MOt1D M&VC CYAF.NING YH!T TWO aY w00r1 STU)S Vt.nG .0)o thck vA. NAtS ON Fa SCKLM' 0' SUTr1CtNT IENGIH 10 PN01t0C MIN CYfI(ULIChT 1470 SJti51kA T1. a) ♦ EYACT WIYDCTA' SZE IS NOT HSTF() IN AVCMCR CHART , USE ANCHO. CUANnTY USED MIN MITI tAwj It !A77. 1',A Jtirt 004` 7272 YOCSEF LAVY, �. CONSIr_11NC CHpNLFR b5m Ir>tsT 1Mf. Lirt F Int 6 !L 7Fus is3.1 t (M-1340 0041 COU)NO 01*7 1•^^.M�r Fe., I rat .. e,.y d.. c.-IrF., n �vF . r.a F. a Ie12 • eok. n mill ASSEVBLY ORAwNG SE`I/S +1:0/+9.-0/19n IL ♦ HE S1QL."Uhrc 01`19W I+N Y. f..nrn 1 iC4✓ AR IP I ti/A _..._ _.. ------....... DATE f� 7+C .Nb MYCR I 5/2s/O1 I (3 Lh51AAttN 1110 ENGINEERING UPDATE INFORMATION You will notice that some of the label numbers have been removed from this updated document. These are products that we have either phased out, consolidated with another engineering document, or were never used to begin with. All other documents have maintained the same number so that assembling these documents for specific models should stay the same. G.A. 16, 17,and 27 were eliminated. If you have any questions feel free to contact your salesperson or myself. Darren Goff Customer Service Manager 407-324-2080 ext 209 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 L r-8 A - .5_A:3 -. 0"in 1oHNsOM, CFA,. ASA r15.fi r s79 48 B 47,1;1PRt�rOPERTY 2.0 49.A -ISI 4,7.046.t1r[—SER q5w� ,48dtl23.0t I IL I _ SEMINOLECOUNTY FL. L'41J 215 Ys,50.D 49.6 48.6 �7.B 46,G7.0 1101 Ek FIRST 57 SANFORD FL32771-1468 - � ��05A � 16,0 1• 17 r 407-665-75043 18_ 3 �) a 18.0 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 34-19-30-5AK-OA00-0490 Depreciated Bldg Value: $29,460 Owner: RICHARDSON SANDRA K Depreciated EXFT Value: $0 Mailing Address: 2000 W 16TH ST Land Value (Market): $21,665 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 2000 16TH ST W SANFORD 32771 Just/...M...arket_Valu.e. $51,125 Subdivision Name: Assessed Value (SOH): $20,819 Tax District: S1-SANFORD Exempt Value: $20,819 Exemptions: 00 -HOMESTEAD (1994) Taxable Value: $0 Dor: 01 -SINGLE FAMILY Tax.._Est%m.atgr Tax Reform. Analysis 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $233 Deed Date Book Page Amount Vac/Imp Qualified 7U06T.ax.@illAmount: $0 WARRANTY DEED 01/1975 Q2007 1M. $100 Improved No Savo- $233 2006 Taxable Value: $0 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG E 1/2 OF S 1/2 OF LOT 49 BLK A M M SMITHS 2ND SUBD FRONT FOOT & 66 145 .000 325.00 $21,665 PB 1 PG 101 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1930 3 1,512 1,697 1,512 SIDING AVG $29,460 $73,649 FAMILY Appendage I Sqft OPEN PORCH FINISHED / 24 Appendage / Sgft OPEN PORCH FINISHED / 161 NOTE: Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_titte?parcel=3419305AKOA000490&... 9/20/2007