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<br />SUNCOAST DESIGNERS, INC.
<br />9625 DENTON AVE,
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<br />(1) THIS PRODUCT 18 DESKINEV 10 COMPLY WITH 2M PLOROA BUILDING CAM.
<br />SECTIONS 100, t?07 AND 203.
<br />THIS PRODUCT Rgwm "COCAINE DEB" EXY18111INAL PROTECTION AS DFSCRWW MCTON Ift&iA OF THE FLORIDA GULDING DOM VA M I USED IN MMORNE DMM
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<br />19625 DENTON AVE.
<br />HUDSON, FL 34687
<br />TmJL SERIES 13008 ALUMINUM PICTURE WNDOM
<br />GENERAL NOTES FOR INSTA"ATION
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<br />HUDSON, FIL 34667
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<br />NOTES;
<br />DESIGNED TO COMPLY WITH THE SIM FLORIDA BUILDING CODE.
<br />9=1 WOUCIT 1=6 AND XM
<br />�TNIEPRCWXT RECIUM11161111 W10111110104111 MM W111111K PPIPTUCTION AS
<br />goomm "MIA OF THE PLORICANUUMNIS COOL VMMUNW IN VANDNOPJNMNM
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<br />Ta 4"
<br />Z==Wl'"OF MA"ATICHANCHMUOING LOADWARING
<br />aF: 'ft SPACE GMT"
<br />VAX AUJOIAPOW 84M STACK TO 82 W. UK 000 WHE
<br />THAN 1.040" a PRESENT
<br />1W8)K114=M0DNORETT SCREW ANCHORS MUST BE OF OU"C4WT LENGTH TO ACHIEVE A
<br />Wo"
<br />EMBEDMINrOF1 iirWTOSDL$DiAK)ODFM2XUMORV4DODFFbWWOPEWM
<br />:XT$nLAROM
<br />OWPO =LMSrEDINANCHORCHART USETHENIF
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<br />0
<br />CLANDSHOM IMIMA XMIN
<br />01,40,UL"., OM= 1. MINE iEALEO WT14 SMALL JOINT OEM
<br />Qla=ALLATION ANICHORIS MUST N IMAGE OF A CORROSIONI RESISTANT MATIVIIIAL
<br />.==rtATf==M I.MCHARrAftESHOWHOWTHIG
<br />APPLY TO ALL CONFIGURATIONS.
<br />THESE DESIGN PRESSURES AND INSTALLATION INSTRUCTIONS ALLOW THE IJVE OF
<br />NOTES ON OMPAVAIM AMALYSIS A ANCHOR eALM"IIOM
<br />11) CAWULKrMBCWJVED"WMIVXM UNII% TWItIPM. OCIIA 1325"I
<br />&PAID 00 COMPARAITA AIOALY@W Suit) & SLAM OH0Vr
<br />W==:.L
<br />nDlVDABULDMCODE.
<br />(4) POISTMIR DUMN LOADIS WIND ON COMPAPATIVIE ANALYSIS W &NAX %%TER
<br />TM PRIWURJL
<br />(5) THE QUANTITY OF APICHORS ARM FOR ISACH 0100. NOT TOTAL QUANTITY
<br />MAX Whom AT HUD OR 4ILL CORN" Is or.
<br />MAX.SPAC44ArJAURCOMMISr
<br />MAX OPACWOACIUMAVMIGW.
<br />SUNCOAST DESIGNERS, INC.
<br />9625 DENTON AVE.
<br />HUDSON, FL 34687
<br />-W-S-ERWO 130MALUWNLJM PCnM
<br />G614ERAL NOTES FOR INSTALLATIO?
<br />WWMUCTK*M (lAr ANNEALED GLAI
<br />amwimm WAWA, nsCALAt
<br />*9A
<br />ALT.S.
<br />am;
<br />Mail I or 12
<br />NOTIM
<br />==00$*NW TO COMPLY WITH THE 2004 FLORIDA SUILIMINO CODE,
<br />AM 340L
<br />MTIG9 PFWDkICTftBOLW%E$VWCBONMDEWMEXTMV&VflOTRCMMAS DOM=
<br />MINGYM MMLIA OF Tie FL*FtVA BUILDING COW V�WMUBRD 04V4ND9ORM
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<br />=,, IN PRAMIS hIMMMU NOT D"M4A?W FDA CONCRETIE
<br />MWOMEW OF I Ifr INTO, SOLID WOOD POR 2 X ISUCK OR WOOD FPAMW OP6141011130
<br />ANCHORS SHIOULD M FLLMO WTM As 90REVO OF SLIFFMCIENT Met" TO
<br />ACHIEVE! A IM EMBKDMMT OF 4W MID WOOD SUCK
<br />LAM CAULK OR EQUIVALENT FOR PWWWM MAL AROUND EXTIPtim OF
<br />twT"ENM"KmLtmm
<br />,"AcTr W
<br />MIN-M .01.014QUIROVITY.
<br />M GLASS THICKNESS MAY VARY PO4 ACV S-ISW GLASS CHAR7 FX:QUVOMMM. SINGLE
<br />OLAND SNCANL SIMULATED OLO= ALSO QUALMIRM
<br />S&L MAINERS AM AM AP40HOM TO GE MALISD VWDH SMIALL JOINT SEAM
<br />AINICHORS MW ft MIAC% 00; A OOPOVOOM RESISTANT MATERIAL
<br />(12) NOT ALL OONFIGURA711DING LOM 010 ANCHOR CKW ARM, SHOWN ON THIS
<br />DIRAVANG. HOWEVER, INSTALLATION SECTICHAA &"APPLY TOAL.L OONsimm-now
<br />(M 7MM DESMW PW-S$URK AND INSTALLATION INITIVIAWTIONS ALLowNIE USE OF
<br />IV ANNEALED GLASS.
<br />N OT I IS 00 CO 0 PARATINIS AMftYM 4 AWA M CA L 0"110W'
<br />CALCULATIONS DERIVED FROM IVWW UWr, TEST AIRPORT IF CTLA lInSIAM
<br />TWWLMWWSW,?rx7r.U$MiWoxo*ANW64=*LAW
<br />AND A COWNSCM TESTED UH(T V"W. W z 3P, USING 1/8' 43vinq ANNISA&M CLAIMS.
<br />EASED ON OOMPAM7r.6 ANALYSIS (Put) & SLAM CHART
<br />OULOM COCO.
<br />0) POSITIVE DESIGN LOADII DAM ON DOWMAYM ANALYSMIS (04 &MAX VATeK
<br />IS
<br />ST PRGBotxtL
<br />(1) THE QkWM OF ANCHOAS ARE FOR EkDH SIDE. HOT TOTAL QUANTIM
<br />VAX SPACING AT HEAD OR SILL COMER 0 W.
<br />MAX SPArAw AT AM colom 14"r
<br />MAX SPACM ACROSS ML40 OR 16 29r.
<br />MAX VACNO AII�111041111 JAMES IS 2r.
<br />9626 DENTON AVE.
<br />HUDSON, FL 34867
<br />SERIES 13M ALL%MUM PICTURE WNDOW
<br />GENERAL NOTES FOR INISTALLATION
<br />INISTRUCTIONS (14- ANNEALED GLASS)
<br />Awl% pkwmoF-
<br />AL IWM WE PM I
<br />Z�!_ CrV"
<br />"all A 1 12.. 30ri2
<br />[1) THIIIII PRICIDUCT 18 DE40MED M COMKY WIN THE 2004 ft.01100A OMMO COW.
<br />Isoc-nams law t7oraeo a"
<br />L2B CAS MECrDE USING WAD SEARING
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<br />SW INTO CONCRETIE OR MNK)"Y FOR I X
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<br />09 SCRM OF L=WNETE
<br />ACHIEVE A MK ERWMWW OF SIS' WM IMOOD BOOK
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<br />VUNXW FOR ANCHOft OIJANTITY.
<br />Y QLA" CHART OtEOU94MENM SINGIF
<br />CIO) ~ I MILL CORNIM AND ALL ANCHOM TO ME 054" wnH SMALL "M SEAM
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<br />DRIUMNIG, MOV49MM *WAUATON evanose " & " APPLY 710 ALL COMPOW47ION&
<br />NOTALL CONFOURA"ONS; Ijereacift ANCHOR CHARTARE SHMNON THIS
<br />"NO DESIGN PRUBOUMA AM 0WAUATION 049TRUCTIONIS ALLOW THE USE Of'
<br />0400,%LMGLAO.
<br />OWN Go ODOPM""M^"L"* &ANCHICIRCALCUILAWNIM,
<br />CALCULAr4W ONAP090 PAM 7159M UM.TM AIRPOPITO GILA IU5WVj
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<br />AN
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<br />0) Mil"TIVIE DESIGN LOADS WW ON COMPIAIIIIATIM ANALYSIS (P" Is GLASS CHAW
<br />FROM ANIM 24 300 AND THE FLORIDA MUILDM COM
<br />LOAX38 MAM ON 0OMPAPtATIVE ANALYSIS 00) AMA)L WATER
<br />W16FrOGINCes
<br />0) 7M QUANTITY OF ANCHORS ARC FOR EACH WE, NOT TOTAL OUANTITY.
<br />IMAX SPACING AT HEAD OR 4" GOPINER is Jr.
<br />MA)LSPAQjKSAT~O0r*ECRMS`
<br />MAX NobnoRulear.
<br />VAX, Ak*Aa a ar.
<br />9625 DENTON AVE.
<br />HUDSON. FL 34887
<br />vMftSER=WS MMAUJIMINUMIRMTUMVIIIIIINDOW
<br />GENERAL NOTES FOR IN
<br />, STAUATION
<br />INSTRUCTMM (Iffl- TEMPERED GLASS)
<br />boom MWA 88MT9M4 W.
<br />12i,104
<br />QMMPLM MON. No, imSte
<br />XT.B. ---
<br />mm Mai Larnift
<br />Gall A 7OF12
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<br />JCT M ONSIMMO TO COMKY VAIN TIM 200-4 FLORIDA 6UILOWG CODE,
<br />I"
<br />MR 7��
<br />X; Z,!;�
<br />L==.'M= MEMBERS HOT DESIGNATED FOR CIONCRITS
<br />==A= SCIREWS OF 8LWFICENT LEMOTH TO
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<br />A" CHART RROUIRIEMSPIM SON"
<br />I I ML COMMAND ALLAAKMM TOM MALMO WITHSWALL JOINT SMAM
<br />Qla=AILATION ANCHORS MUST BE MADE OF A CORRMON ASSISTANT MATISMAL
<br />"C"' CHART ARE ISHOAN ON T,n
<br />APPLY TO ALL CONIFNIUMATIONS.
<br />THM 0910006 P$068"10 AND INISTALLATION PM FRICTIONS ALLOW THE USE OF
<br />AMPWALIIDG*ASIL
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<br />LOADS IMAMO ON OMWAPAT" ANALYSIS Cp* JIMAX YM-MM
<br />(" THE MARTIN OF AMMCM ARE FOR MACIN, SIDS. "OTTOTAL QUANTITY.
<br />CID VAX. SPN.M AT HSAC OR SMILL COMMM 0 r.
<br />IVAX, PACINOATAOMCOAHEn Ir
<br />MAX SPACING, ACROSS HEAD ORM 18 20'.
<br />MAIL IWACNG ACF*" APON 0 2r.
<br />DESIGNERS, INC.
<br />ISUNCOAST
<br />9W5 DENTON AVE.
<br />HUDSON, FL 34667
<br />vw
<br />well OP 12
<br />SUNCOAST DESIGNERS, INC.
<br />VERTICAL MULLION D=GN LOAD CAFAaTMS
<br />1M VIVIXIDW ALUMINUM TUK MULLM CLI25 Will WHIM USED
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<br />ombo*mW 9(11 II12"'.(Stachartessucted deal fler qomft ofambm per W dWN
<br />of IN
<br />essibolossid oft 1/4".0vackertoosecoaddisso fwq "'3daw*mpwmoMmdlp)6
<br />4.Aombwkdmb�ioneSoubgMnW it doe mod sessers ibnoO mnbebnn pre-bbirkated
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<br />FL ft NIL 33511
<br />Propend by EXCELLIVIlTlNGINIMR111443.
<br />3731
<br />X1114136WOOD UL
<br />SARASOTA. FU 342112 I of2
<br />1404 Toba NWV
<br />.7
<br />"IV
<br />SUNW"T MUGNERS, 114C.
<br />QUANTITY OF VrAnMRRS FOR VEMCAL MIJILLION WMGK LOAD C4PACITIES
<br />.4-4- .I- I
<br />(I)Tbb peadvel IS desipsad to esespy with thalIN4 Florlds Solkving Ce&
<br />(2)Moam and assideffistrap material ft been -To Alueshus".
<br />(3)AIII Installation authors MUST be natkofs sierraidea, resident mo&t oreeaft
<br />Froperial by JEXCUISNT ZNGWUIW4G
<br />rn)(11111GSWOODDR.
<br />SARASOTA. IFL 34=
<br />Merit A. SnWh
<br />FL Rs* No, 335 I I
<br />2of2
<br />'NER,%,INC.
<br />SUNCOAST DESIG
<br />HORIZONTAL, M(JLLK)N DESIGN LOAD CAPACITIVS
<br />IVOR EXTRUDED ALUMINUM T(I MULLION (0.12S walf) W11CRE VSEI)
<br />APPROXIMATE SIZE OF TUSC TVPE M(ILLION.- I"z21/2"MLP%. I/3"SICIEWALLS&.34"LNOWALIS
<br />SIPTWT.F.NMn A1.11NI'M71MI WIN711nWS WHIFRIP TIFF. %YTIYTH ANb FfFIC.14T AuF. qM%VN M ITIT11. CINAIM
<br />MMb.>
<br />-
<br />1 36.240
<br />53.Oft
<br />"000
<br />7LM
<br />1 74.M
<br />110.000
<br />I AL006
<br />96.0111i
<br />1 106pm
<br />120.090
<br />I"W
<br />I
<br />-- -1
<br />HOLY
<br />I%125
<br />I 111111
<br />126.0
<br />101
<br />85.0
<br />t 83.7
<br />6&0
<br />1 49.4
<br />37.1
<br />1 23.1
<br />1913
<br />11.1
<br />RM
<br />I I57
<br />14.0
<br />6.9.0
<br />119
<br />IS.6
<br />1 36.3
<br />27.3
<br />32AN
<br />1 147,0
<br />88.0
<br />6S."
<br />MAI,
<br />52,5
<br />41.1
<br />30"
<br />23.3
<br />111
<br />I I.$
<br />6.7
<br />3LM
<br />I 144.9
<br />81.0
<br />&I."
<br />i2.1
<br />4-7.7
<br />.17.2
<br />27.6
<br />21.41
<br />t�5.4
<br />W.s
<br />6.11
<br />37.00
<br />I-1.0
<br />Sz.0
<br />6LO
<br />51.0
<br />-46.1
<br />.16.4
<br />26.1
<br />20-11
<br />t1q. I
<br />103
<br />5
<br />143.11
<br />79A
<br />43.9
<br />34-'
<br />1.4.0
<br />9.6
<br />143.0
<br />77.0
<br />46,f)
<br />41.0
<br />31-8
<br />3
<br />17.7
<br />12.9
<br />8.8
<br />5.0
<br />-we-"
<br />1414
<br />!15-0
<br />54-9
<br />42.5
<br />38.7
<br />-19.0
<br />21-3
<br />W5
<br />12.0
<br />4.1
<br />143,4�
<br />1437
<br />fflI411
<br />74.0
<br />32.0
<br />40,11
<br />36.5
<br />YO. 3
<br />1 14.43
<br />143,0
<br />To
<br />51A
<br />310�
<br />34.4
<br />X I
<br />MIR
<br />1 14A
<br />ICA
<br />6.3
<br />143.0
<br />36.7
<br />32.1,
<br />24A
<br />1
<br />12.6
<br />8.9
<br />Nares-,
<br />1. This chart applies ONLV to Saneness Desipers. [cc's shmigium tube awlr*n when used between two stowbum windows.
<br />2. Read w-faidow uldib &ad height In hithes.
<br />3. Window beight us shown on Y issib of v hart are for a Single window unhi NOT the ove ran window assembly bright.
<br />4. Chart In me basked to two window units is a single Opening, design had capacities apply to any number of window
<br />units of stm listed on chart, in a Augh opening,
<br />& Dedips pressure cape,cithis Listed on ibis chall are he PSF.
<br />MULLION INSTALLATIO
<br />1. Attach oafte to substrate oft Sweensist Dieslgavm Inc.'s muglm anchor Op at each end of malbon.
<br />L Attacks vertical sovilkes(ifiand) to kerlwntal sualkins oft 111"igaer's mullion ember c0pal top
<br />o(wrtkalmwftlL
<br />3. Wood framed openings: Anchor to substrate oft 012 wood screws of makitat Length to addeve: a usivienaes
<br />embedment of 1 112". (See, thorl ou."cond sheet for quantity of Incisors per waillon c5p).
<br />4. NiEsisoury giesinfagn; Anchor to substrate using V4" Din. Tapeens ofsaftisial foods tonebim a ininhawns,
<br />embsidneent of I i14". (Ses, ebart an owed theet for quality ofeachors, per mallion eW
<br />& Attach window hanies to mulles, using #8 self tapplag sbeet metal screws through sannufaturen pmIa"Istedi
<br />Installation heks.
<br />Prepared by EXCULEN"IF ENGUNEERING
<br />Y?38 KINGSWOOD DR.
<br />ark A. Smith
<br />Ff. Ree- No. 55511
<br />SARASOTA, FL 34132
<br />1012 W 1.2x3-9 Tub,�,Mull-ff
<br />SUNCOAff DFMQNER1% INC
<br />QUAMM OF FASTENM JIM BORMONTAL MULLION DIMGN LOAD CAPACITMS
<br />A 91"L
<br />Win Width
<br />(1) This product III disclosed is coopy with the 3W Florida, belding
<br />(3) Mulka ad anchor draffs molaW he be 600-TS Ablubsum.
<br />0) A*bWaSetbe suefterii MUST be waft of* evrosissamistald vestarAW at S
<br />?"issirsid by EXCXLLZt*T ENGIMMRING
<br />3= KIN"WOOD I&
<br />SARASIDTA, n 3432
<br />2 of2 1x2_1-bL14 Tub0611-H
<br />DEDANSCO
<br />ENGINEERING, U.0
<br />P.O. BOX 3400
<br />Apollo Beach, Floqida 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoengineeOng.com
<br />CA 25948
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<br />THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />APPROVAL INFORMATION
<br />LOCATED ON THE STATE OF
<br />FLORIDA'S PRODUCT
<br />APPROVAL SITE
<br />THIS DRAVANG AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />VERSION NO.
<br />SHEET TITLE:
<br />VRIDA EXTRUDERS
<br />WINI
<br />WINDOWS
<br />�q.
<br />, e
<br />P
<br />SFMVV TION:
<br />TI
<br />OB W
<br />UE
<br />DATE ISS E
<br />Y
<br />DRAWN BY:
<br />REVIEWED BY: H
<br />WD 104
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