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<br />co��.2 OR M111_�`IIV_/
<br />OMIOIG V, 0)"As
<br />SECTION a - 8
<br />- W'NOUVy"
<br />_=
<br />MAX SIM
<br />SPACE
<br />-
<br />02
<br />1
<br />1141N. WOE
<br />INSTANCE
<br />I
<br />I
<br />.1 -
<br />;F
<br />�_
<br />. .
<br />..� , " -- --.-- K I.; I ..'w *. I
<br />_9
<br />SHIM SECTION A -A
<br />lmfix�
<br />III QTWSS
<br />SPACE
<br />! \�:__E,E PICRE W
<br />I NOTES'.
<br />�
<br />i II rRIS PROM= NI DESIGNED TO COMPLY WITH THE 2004 FLORIDA RAIDING CIDDE. -1 --- �
<br />'
<br />,2i WNDOWAM VENT MATERIAL SML BE 305-IT5 ALUMINUM,
<br />' ,3; WM AS qEO'D At EACM SET OF NSTALLAT' .ON ANCSORS USNS LOAD WMW SEOMS MAX i I - __ ___
<br />: ZCO'i��BLESRMS-TACKTOBEi)4-.usFwm,gmERE-sp-AceaFtEATERr,4ANiiie;�iopRowr. ;
<br />1 (4) v,r ZXA� CONCRETE SCREW ANCHOR$ PAUST BE OF SUFFICIENT LENGTH TO ACHIIEVE A WN EMBEWENIT �
<br />; (5) MAX. ALLOAABLE . SPACING Or IIA- DIAL CONCRETE SCREM, WWN S' FROM EACH CORNER, 21r -.1 ___ - __ - - t", -
<br />i OF I IW INTO CONORM On MASONRY FOR I A WOW SUCK, � �
<br />; ACROSS WUND * SI LL, AND 24r ALONG JAMRS. A I A
<br />� ,Z) CAULK BEHIND PLANGE WITH LATEX �AULX. APPLICATION OF LATEX CAULK MUST COMPLY W1 R I � 1
<br />:
<br />. 3EAJ.ANT MANUFACTURERS RECOMMENDATIONS, 1
<br />1
<br />M AN APP"O MEMBRANIE OR MATERIAL $HALL BE PLACED BETWEEN ALL DISSIMLAR METALS TO I
<br />W_ CONTROL e3m VANIC CORRIDS".
<br />,,S) I- EXACT WINDOW $=- IS NOT USTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR ; 1
<br />I
<br />i AN I I
<br />GKOR QUANTY
<br />to) 5 IHICKNIE111 MAY VARY PER A151M S�11. GLASS CRART REQUIREktENT4. SINGLE QLA�!SD SHOWN, 11
<br />roh , II) 0 GTASS ALSO QUALIFIED i
<br />�s t BILL CORNERS AND ALL ANCHORS TO BE SEALED NTH SMALL JOINT SEAM SEALANSIT,
<br />MD (11) ALL INSTALLATION ANCHORS MST K MADE OF A CORROSION RESISTANT MATERIAL OR COATING,
<br />��. EXTERIOR EL VAIM
<br />- 11 r _______� _
<br />" ___
<br />7g7�""�-
<br />, �,///, MILLOTM
<br />�_/ , " �. m8a, s
<br />-t
<br />P I SUNCOAST DESIGNERS, INC.
<br />� ; 9625 DENTON AVE,
<br />.
<br />! HUDSON, FL 34667
<br />�±"
<br />I= -
<br />MIR LUSUAWNT __
<br />�7 SERIES 1300 ALUMINUM PICTURE WINDOW
<br />1 INSTALLATION INSTRUCTIONS FOR WZONRY
<br />\�_ ==1=11,
<br />�Bts J I
<br />I
<br />_, %LLAT �M. //,/fi/17- 1-Nom uAwk a" P MAS PATE. 1�104M I
<br />_!:�,��N� I
<br />�� -
<br />/ -,-A e165 i CIVIL SO�o
<br />------T- L AVOL NO, 11
<br />- - 2
<br />[�L2�04 �1��S 2(�; 655
<br />ANCHORS
<br />EVENLY SPACED
<br />�
<br />11 __ ___1
<br />-----=
<br />I,-,' ,_____
<br />/- �� Z �__
<br />/ __N� -
<br />I
<br />/ . // ,
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<br />/ #
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<br />j I \�k 11
<br />" / � 1 i
<br />I ; 811�_,__ � , I
<br />- --------- � --- - ----- L_______.___ ___.-1_11__.gt___! I
<br />, - . I i I
<br />e"VAX -1 " ANCHORS I 1 - e, km
<br />6'MAX � -1-4 � MAX
<br />__�I I. ' __ -EVENLY SPAOED -'----
<br />! - ___ _:
<br />1---------- VINDOW WITITI4 ----
<br />I
<br />I
<br />-,-�.----------------�-------,.--�,---�-�--
<br />T
<br />EXTERIOR ELEVATION
<br />6'MAX
<br />14EAD - / - 91 MAX I
<br />Ir MAX � Y'�
<br />DOW
<br />�-Ft__6�MAX `J2N T
<br />W-16J,
<br />i� :
<br />:
<br />:
<br />I
<br />ANCHORS 1
<br />MUG
<br />� EWNLY SPACED
<br />� �
<br />J. � (TYP.)
<br />8- MAX ---� --i
<br />tt�__
<br />"
<br />St___ 1____---4�-'
<br />_]_
<br />I
<br />II , - 91 MAX 1
<br />' '
<br />A �
<br />F � I L
<br />__T_
<br />!
<br />5"NIAIX 4 I--------
<br />_,__ PNQHQRS
<br />__--i i - f"MAY
<br />i-----
<br />eyENLY "PA""o
<br />WP%;C;W WIDTH
<br />I-- ..... . __._�
<br />�
<br />I
<br />EXTERIOR ELEVATION
<br />Sy
<br />PEMIMR "Ot
<br />OTI*ft
<br />;�001VIMAAT
<br />W14
<br />MINAvamutw" -j=--j
<br />.
<br />4 I
<br />.0-If 09 VA4wy CAM9ftlyma-drom 4
<br />Iv��V,Qift_ -T-------- .__.�" ---\
<br />� - mm.Rr. "I,, , . -
<br />141., ED.E QWAN 111�
<br />ICE � MW ____
<br />_TA 010 zr L-
<br />_?_1W � , ==- ____
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<br />, 5MMANMWI I
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<br />I. - , . . . . . ,> 41 . I �
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<br />, I
<br />PPEPARED 8YID(CEIJ.E.fftWW6�Z 3738 MOM1001) M. R. U= MI NI�N45fVd
<br />(I)THSPRQDUC,TISDESIC-NFVIOQQMPLYVAMTK4D4)�l-ORiDAOVItDINGCOCIF,,
<br />SECTIONS LOW, V01 AND 2405�
<br />M THIS PRODUCT RtW*E3 WIDISORNE DE491$ EXTERNAL PROTECTION AS DESCRIBED
<br />NOTES:
<br />IN SECTION IBM 1-4 OFTHE FLORIDA BUILDING COM, MEN USED IN WINOBME DEBRIS
<br />REGION&
<br />(^)%%4.NVO�VMAT--RiAL:$W$-TSAA,UMINUtA.
<br />141SKMASREQVATEACH��ETQF INSTALLATION ANCHORS MOO LOAD Or-kRII,10
<br />GR 10
<br />WK MAX ALLOWABLE SHIM STACK I BE W_ USE SHIMSMEPE SPACE GREATER
<br />T�IAN1116`19PREZENIT.
<br />{5)114'DIA.COtIPCRUF$CR-.VYANC4��LIUBTBEQF $UFFICIENTLENG111TOACHIEVEA
<br />MIKEMSEDA;EENTOP. 11V INTO COW�RETEI.�R MASONRY FOR IXW0OVSU(:KORANv14
<br />EMBEDMENT OF I VVINTO SOLID WOOD FOR 2 X B" OR V40M FRAIVEDOPENII,10S
<br />(GREATER THAN I 3,r THI��
<br />M ALL FACTORY APPLIED HOLES IN FRAME MaMIDER6 NOT DIESIGNATED FOR CONCRETE
<br />SCReWANCKOR66HOULD BE RLLtDWITH#8 SCREWS OF SUFFICIENT L�ENGTH70
<br />ACHIEVE A MEN. EMBEDMENT OF 541'04TO MOO BUCK
<br />M USE IA11TX CAULK OR FOUIVA, ENT FOR PERVEMR SM APOUNtI EXTERIOR OF
<br />DOOR.
<br />t-�) INSIALIAWN $HIANN IN THE'St, N.97R=IORS 16 ACP�PTAPI.e FOR DMGN PPESSURESTO N PSF.
<br />DESIGN PRESSLIRIE$ ARE POSTTIVIE. AND NEI�;A,;VE
<br />(9) GLASS THICKNESS MAY VARY PER ASTM r-i Mi GLASS CHART REOUIREMENTS- SNG�E
<br />13LAZED %4OWM, 1SISULATM GLASS ALSO OUK-IFIFD�
<br />( 10) AM.91$U CORNEAS AND ALL ANCHORS TO 0 E SEA= WITH,%%LL 4MTr SEANI
<br />SEALANT
<br />f I 1) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL
<br />ANCHOR SPACING!
<br />SPACING FOR CONCRETE SCREW 'JiCHORS OR MOO SCREWS ON THE FOU OW NG SHAPBS,
<br />4�Atr eyeaplml -OCTAGON
<br />-EYEBROW PEKTO0
<br />,
<br />PAN .TR!AM,E
<br />-FULL CIRCLE _TRAPEZM
<br />41ALF CIRCLE 46JARTER COICILE
<br />�OVALC 41JARTER CACLE ARCH
<br />44ALF �WJ.E ARCH 4iALF FAN
<br />AS
<br />MAX. SPACING AT AMB CORNER I$ 6'
<br />ART! FOLLOW5
<br />, AX�FAC4MaAT,qE-'ADOR$;LtCOPMFkISOP.
<br />,I) F4
<br />i
<br />,�
<br />I RAX SIA040 ACROSS HEAD OR GIL 13 Q�.
<br />�4; MAX. SPACING ACRC$S,AMSS IF, 12-.
<br />IHUDSON, FL 34667
<br />9625 DENTON AVE-
<br />NUM PICTURE WNOOV
<br />GFNERAL, NOTES FOR!N$TALLATION
<br />TMM SERIES 13WS ALUM
<br />DESIGNER SERIFS
<br />��dz� ,/__
<br />__
<br />KNOTNEER'MARKA SMITH JwAvwsr MAS ,,'DATE
<br />/WW�4'��`71
<br />� .
<br />-1 IRCAU� N
<br />� "L"N" �_ ,;"", - N - G- ,?��
<br />--p1w.!�,_
<br />"'
<br />__�t/_ �1/11_1__. 111!1�1�__ No- "I -1,1Z -.-.-",I ro' I OF 4
<br />=aVMqv
<br />I 5t:U I FUN A -A
<br />SPACE
<br />i , -
<br />I \_==_
<br />.
<br />I 110TES11
<br />(1) THIS PRODUCT 0 DESIGNED TO C OMPLY WITH THE 2004 FLORIDA BUIaHNG COM.
<br />MAEIA BE 505S-T� ALUMIJIUM.
<br />I
<br />'As E AT EACH St,T OF NSTALLATION A904ORS USING LOAD SI�ARING S�". IM"
<br />3'8'N rM
<br />1 .'A.Llr'- STACK TO BE JAI'. VU SHMS WHOke SPACE GROATERTHAN VIVIS PRESENT.
<br />; �4) V4- VIA, CONOW�7F SCREW ANCHORS MUST BE Of SUFFICIENT LENGTH TO ACH(EVIE A WIN. EMBEDMENT
<br />OF 1 1W ,NJ Q CONCRETE OR MASONRY FOR 1 X WWO K".
<br />i (5) MAX� ALLOWABLE SPACING OF 1 1,Vr4A. CONCRETE SCREWS, WITHIN 6' PW,M EACH CORNER 121
<br />AND Ir ALONQ.fAMS.
<br />I =11=tl
<br />NOEWIT14LATEXCAVILK APPLICAn4NOFtAT-'XCAULXMkgTOQMPI�YWTH
<br />. SEALANT MANUIPACTUIRORS RECOMMENDATIONS.
<br />W g=
<br />s==RAzO
<br />. TmArERIAL SHALL BE PLACED f3iiTWEEN ALL DISSIMARMIETALS TO
<br />(8) Gt_ASS, T HICKW-88 MAY VARY PER ASYM E-13W GIASS CHART RMULREMENTS, SINGLe GLAM SHOWN,
<br />SHMI INSULATED aASS ALSO QUALIFIED
<br />'9)JAM5 I BILL OO�E AS AND ALL AKHP95 TO BE SEALED WITH SMALL JOINT SEAM SEALANT-
<br />(M ALL INS rALLATION AMHORS MUST SE AkA,OE OF A� COR"JON RIESISTAN7
<br />MAX, MATERK OR COATING.
<br />SPACE
<br />&
<br />I -, -1 � / �
<br />v - 1
<br />\
<br />SECTION 8 - B
<br />I
<br />SUNCOAST DESIGNERS, INC.
<br />K�
<br />; 1
<br />9626 DENTON AVE.
<br />. il
<br />�L_
<br />r i� ___ - - __j
<br />HVDSON, Fl. 34667
<br />I
<br />A 1; I
<br />A 11
<br />I- SERIES 13MB ALUMINUM DESIGNER V%NDF*
<br />-
<br />�i �
<br />: INSTALLATION INSTRUCTIONS FOR MASONRY
<br />;
<br />i WITH I BY V=D BUCK
<br />��
<br />Bj
<br />ENG, : MAW,"Osirm
<br />:_
<br />---- W
<br />I-Aws, - L_�!__
<br />60 EXT9" ELEV"
<br />OM*PLM CML
<br />. 1-1
<br />1 /
<br />;; JAI 2MWAS� �1 I I
<br />11 1-Y -7 -12;i.
<br />'
<br />PL11MMI ., I
<br />-
<br />jRkV'L0TBk� 7 201`4
<br />MSIGIN LOADS AND ANCHOR R_FQU1RF*fNTS
<br />A WIN "MUL-11111M ROM iffrm
<br />MUtICUT �kn * W I .I.kmq VVP pos,
<br />a.00
<br />16.00
<br />, 2
<br />2
<br />-96.00
<br />+MOO
<br />11 & 00
<br />24AW
<br />2
<br />2
<br />-54.00
<br />+50,00
<br />18,00
<br />36.00
<br />2
<br />3
<br />_0100
<br />+46-00
<br />10.00
<br />4e.00
<br />2
<br />3
<br />-35.00
<br />+315,00
<br />MOO
<br />6040
<br />a
<br />4
<br />_311DO
<br />+411.00
<br />18.00
<br />72.00
<br />2 - -
<br />4 -
<br />-z9.OG
<br />_ -
<br />W-C
<br />_iflo
<br />2 ,koo
<br />18100
<br />2
<br />y
<br />-800
<br />2 00
<br />24-00
<br />2
<br />2
<br />-70.40
<br />+7040
<br />ZA
<br />4:09
<br />$6.00
<br />2
<br />4
<br />-45.00
<br />+43.00
<br />24.00
<br />48100
<br />2
<br />3
<br />i
<br />-31.00
<br />*31.00
<br />24.00
<br />$000
<br />2
<br />4
<br />_M30
<br />+13,30
<br />24.00
<br />72'
<br />4
<br />_4
<br />+19.201
<br />--ir
<br />RR
<br />-
<br />- ww,
<br />___ - -
<br />f
<br />------ _i
<br />__ 0
<br />- W
<br />474.10
<br />40100
<br />24,00
<br />2
<br />2
<br />-*190
<br />+52."
<br />S(LOO
<br />36,00
<br />2
<br />3
<br />-44.10
<br />+40.10
<br />301DO
<br />4800
<br />2
<br />3
<br />+41.00
<br />30100
<br />W:00
<br />2
<br />4
<br />:51.00
<br />Z%Ao
<br />+23.40
<br />-
<br />AN-
<br />_*rr
<br />__A_
<br />- 4-
<br />110 W
<br />_i+H*
<br />36.00
<br />24,00
<br />3
<br />2
<br />-40.00
<br />+40.00
<br />30,00
<br />36.00
<br />3
<br />�
<br />-40.00
<br />+40.00
<br />36,00
<br />48.00
<br />3
<br />3
<br />-17.30
<br />+27�w
<br />36,00
<br />00100
<br />3
<br />4
<br />-22,50
<br />+21.50
<br />36.00
<br />I 72.00
<br />, 3
<br />4
<br />I -18.50
<br />+115.50 I
<br />,L2,00
<br />a
<br />42. 0
<br />118.0n
<br />24,00
<br />3
<br />a
<br />2
<br />3
<br />i -40.010
<br />-40.00
<br />+AM00
<br />+40.0c
<br />42.00
<br />n1*0
<br />3
<br />4
<br />: � -4000
<br />+40.00
<br />1 42.OQ
<br />48.00
<br />�1
<br />5
<br />1
<br />! -25:00
<br />+25.00
<br />42.00
<br />60,00
<br />3
<br />1 5
<br />i
<br />+20.60
<br />47-M
<br />72.00
<br />3
<br />I 2
<br />:26.60
<br />i 17.30
<br />+f7�50
<br />48-00
<br />48,00
<br />1 $100
<br />2400
<br />5
<br />41
<br />2
<br />2
<br />_40M
<br />-4000
<br />*60
<br />440.00
<br />+40.00
<br />48,00
<br />i
<br />4 6:00
<br />3
<br />3
<br />-40,
<br />+,W.00
<br />4800
<br />,
<br />a 00
<br />3
<br />3
<br />-211.90
<br />+21.90
<br />43M
<br />00:00
<br />3
<br />4
<br />_M30
<br />t18.30
<br />- 00
<br />, .
<br />_�"_
<br />___A.___,_
<br />- �
<br />-;5140
<br />+15.40,
<br />,
<br />1
<br />I ,
<br />3
<br />-40-00
<br />+40
<br />5 0
<br />Z4.00
<br />3
<br />2
<br />_40=
<br />+4000
<br />5400
<br />445 Q0
<br />1 15
<br />3
<br />+410.00
<br />5A:Do
<br />48:00
<br />3
<br />3
<br />:40.00
<br />I 2.60
<br />+19.60
<br />54.00
<br />SA4 on
<br />60.40
<br />72 00
<br />3
<br />3
<br />4
<br />4
<br />-til.70
<br />-14.10
<br />+16.70 1
<br />+14,10
<br />-
<br />,
<br />- -
<br />70,00
<br />'
<br />____4_ -
<br />�
<br />2
<br />+ .
<br />60-00
<br />24 'to
<br />A
<br />2
<br />:31.00
<br />2 &30
<br />+2330
<br />60,00
<br />36,00
<br />4
<br />3
<br />_Z2.50
<br />+22-50
<br />60,00
<br />48.00
<br />4
<br />IX
<br />_t4130
<br />+114,30
<br />60.00
<br />60,00
<br />4
<br />4
<br />- I 4,60
<br />+14.60
<br />Moo
<br />72,00
<br />A
<br />1
<br />4 1
<br />-t3.00
<br />.13,00
<br />06.00
<br />� , 15.00
<br />-
<br />4
<br />2
<br />00
<br />+30xo !
<br />66,00
<br />2A 00
<br />A
<br />2
<br />:30
<br />2130
<br />+24.30
<br />MOO
<br />Woo
<br />4
<br />3
<br />-21.50
<br />+21,50
<br />66_?C�0
<br />I
<br />48.00
<br />A
<br />a
<br />-itt.20
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<br />r
<br />48-1.100
<br />60.00
<br />I
<br />4
<br />3
<br />4
<br />-61' I
<br />N
<br />-57, I 2?
<br />+07,17
<br />", "' �
<br />72.00
<br />I 4 -
<br />4 -
<br />-4 a
<br />7�7
<br />+47.73
<br />_;too
<br />� 00
<br />2A_W
<br />1.
<br />I -.2
<br />MITI
<br />�I .
<br />I +MOO
<br />71-00
<br />1U.00
<br />4
<br />S
<br />-75.
<br />+75.00
<br />79.00
<br />4900
<br />4
<br />I
<br />_d2l
<br />+61,50
<br />72�00
<br />60:00
<br />4
<br />4
<br />'55,
<br />U
<br />+55,00
<br />?Z1Q0
<br />72-00
<br />4
<br />4
<br />-M
<br />+60.00
<br />WINDOW
<br />I WIDTH
<br />AM
<br />up� r__ -1
<br />� I .
<br />.
<br />- -
<br />01M
<br />I__j
<br />4-7 I
<br />iWINDOW
<br />HEIGHT
<br />A=---]
<br />�
<br />A=======�
<br />I
<br />ILMW ,I-
<br />_4
<br />fXrRAI'1�IRV_WA11ON
<br />NOTES:
<br />(1) THISPRODUCT IS DESIGNED TO COMPLYWITH THE 2004 FLORIDA BUILDING DOM
<br />SECTIONS i6ots. 1707 AND 2406
<br />(2) THIS PROD= REQUIRES "DWANE DEBRIS EXTERNAL PROTWTION AS DEKRMO
<br />IN OCWKM IeW.1.4 Of THE FLORVABLIA.01140 C=F_ V44EN USED IN WIMPEORPIE DEBRIS
<br />REGIONS.
<br />11WHOM MATERIAL � 8063_�TS ALUMINLIAL
<br />, SHIIA AS ft" AT EAC14 GET OF INSTAUAT)ON ANCMR0 USING LOAD WARIND
<br />SHIM% MAX ALLOWABLE 84M ISTACK TO BE W. USE SHIMS WHERE *PACE GREATER
<br />THAN Via, Is PRESENT
<br />M) !A- CIA. CONCRETE SCREW ANCHORS MUST Be OF SUFFICIENT LENGTH TO ACHIEVE A
<br />NEN. EMBEDMENT OF I IAV INTO CONCRETE Oil MASONRY FOR I X WOOD BUCK OR A 14K
<br />SWASOMIENTOF1 I ?7 INTO SOLIDWOOD FOR 2 X BUICK OR WOOD MAMEDOPENJINGS
<br />M USE LAM CAULK OR EWNALLNr FOR PERIMETER SEAL AROUND EXTERIOR OF
<br />(8) IF EXACT WNDOW SVF tS NOT LISTED IN ANCHOR CHART USF THE NEXT SIZE LARGER
<br />WINDOW FOR ANCHOR QUAN't".
<br />(9) GLASS TMC104EOS MAY VARY PER A" E-I WO GLASS CHART ReQUIREMENTS, SINGLE
<br />GLAZEDSHIDIAN, INWLATEDGLASS ALSO QUALEFIED.
<br />(101JAMB I 31U COWERS AND ALL ANCHORS TO BE SEALED WITH SMALL �IOINT SEAM
<br />SEALANT,
<br />(Ii) ALL INSTALLATON ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL
<br />ORCOATNIG
<br />�11.1140.TAI, MWtOL)RATIONSUrEDONAK14ORCHARTARESP,OYIMON-rHis
<br />. . �WM
<br />INSTALLATION SECTIONA,A Is 0,10 APOLYTO ALL CONFIGURATIONS.
<br />(13) THESE DESIGN PRESSURES AND INSTALLATION INSTRUCTIONS ALLOW THE USE OF
<br />W ANNEALED GLASS
<br />INUTeS ON COMPARATIAE ANAILYSS & ANCHOR CALCULATIONS.
<br />(1) CALCULATIONS DERIVED FROM TESTED UNIT17, TEST AIRPORT V CtLA I MWI
<br />I
<br />STEOUNfTWA4`0*,?r.??, USING V41")ANNEALEDGLAS3
<br />W. DOWASM 7FSTEO UW WA$'&', W a 0, USING IN' (*" ANNEALED GLASS,
<br />(4) NSGATAIE DESIGN LOADS IIAGO ON 000111PARAIT4 ANALYSIS (.00) & GLA86 CHART
<br />FROM ASW F-A30GAND THE FLORIDA BUILDING CODE,
<br />(4) POSITIVE DESIGN LOADS BMW ON OOMPARATIVE ANALYSIS IntO &MAX. WATER
<br />TEST PRESSURE
<br />(6) THE QUANTITY OF ANCHORS ARE FOR EACH SIDE, NOT TOTAL QUANTITY
<br />PMAK. SPACING AT HEAD OR SU COMER IS Ir.
<br />2 ) MAX. SPACING AT JAMB MAWR IS 9'
<br />MAX SPACING ACROSS WAG OR BILL M 20F
<br />M MAX SPACING ACROSS AAAMS 16 20'.
<br />SUNCOAST DESIGNERS, INC.
<br />9625 DENTON AVE.
<br />HUDSON, FL 34667
<br />'rm* SERIES 1300a ALUMINUM PICTURE WINDOW
<br />GENERAL NOTES FOR INSTALLATION
<br />*
<br />INSTRUCTIONS (118" ANNEALED GLASS)
<br />/&_/
<br />ENGINEER, MARKA, SMITH
<br />ItIm""NOY" MAS In"Tr- 1211104
<br />/ X/- ,/,, v
<br />0151"Ar. QVIL
<br />rt-11, WT.S. = NOGOILow
<br />- - __FLm`aNC`
<br />FAT!E. WAS nn_ _Tj-&.
<br />____
<br />S"11
<br />� -
<br />r-, L-A r- , OF i2
<br />I
<br />_ _
<br />PROPAARDBY"CaUNT&WREEM0 �N?UKIROftMOD$,,SAR420TA.FL,3*n&PH24t44.-,OM
<br />NOTES:
<br />(1) THIS PRODUCT IS DE$*WDTO COMPLY WIN THE 2OU FLORIDA SOLVING, CODE,
<br />SECTIOINS IWO, 1707 AND 2405.
<br />(2) THIS PROIDUCT RJECULRES VVIDSCIRINE DEBRIS EXTERPIAL PROTIECT110H AS DESCRIBED
<br />IN SECTION M&I A OFTHE FLORIDA BUILDING CODE, WHEN USED t4 MA)"NE DOM
<br />AMONG,
<br />(BIV&NOMMATEIRIAL, �$OWT5ALUMIINQM
<br />(4)SHJMASR1E;MA'rFACH$UOF INSTAUATIONAINCHORS USING LOAD BEARING
<br />I I
<br />- WOMW -
<br />SHIMS. MAX ALLOV%IAGILE SII-W STACK TO BE IW. USE IsHIMIs 11WERE SPACF GREATER
<br />WIDTH
<br />11
<br />THAN I Is" IS PRESENT.
<br />r- -1
<br />§=
<br />(6) 1W Dik OONCAFM SCREWANO*IOAS MUST IM OF "FICIIENT LENGTH TO ACHI" A
<br />WN, EMBEDMENT OF I IWINTO CONCRETE OR MASONRY FOR I X WOOD INVOK OR A MIN
<br />-It
<br />I I .
<br />I
<br />-i
<br />a:
<br />EMBEDMENT OF I IW INTO $M10 V40M FOR 2 X BUCK ON WOOD FRAMED OPENINGS
<br />I
<br />"7
<br />(OREAM 11iAN 1 SW THICK).
<br />FACTORY APPLIED HOLES. IN FRAME MVA09AS WT DESIGNATED FOR CO"OREM
<br />am-i
<br />I
<br />nALL
<br />REW ANCHORS SHOULD BE FILLED WITH dS SCREWS OF SUFFICIENT U5NOTH'PO
<br />AOHWM A OR 141%ftOMEW OF SW INTO WOW WXK
<br />%=
<br />LATEX CAULK OR ECIUVALENT FOR PERIMETER SEAL AROUND EXTERIOR OF
<br />=
<br />LISTED IN ANCHOR CHIAAT� USE THE NIEKT SIZE LARGER
<br />M %=N0T=1`1=T,
<br />(14 GLASS THKW49$3 MAY VARY PER WM E-13M GLASS CHART REQUIREVA94TS. SINGLE
<br />GLAZED SHOWN. INSULATED GLASS ALSO OVALIFIM
<br />I= -
<br />j
<br />X WM
<br />aj
<br />� �JA i BILL 00APIERS AND ALLANCHORSTO BE WALMA" SMALL JOINTOFAM
<br />R;--------.- ----",-,-
<br />LLAI(Oft
<br />&I 1) ALL -44A AM.-HO MUSI US WM Of A WIRMISION RIES191ANT MATERIAL
<br />R COATING.
<br />(12) NOT ALL CONFIGURATION$ USTED ON ANCHOR CH40T ARE SHCIAN ON THIS
<br />1=11i�T1--
<br />-
<br />_�
<br />I- I=
<br />L�
<br />PRAVANG. HOWEVER, INSTALLATION SECTION A -A &," APPLY T.*.A�� Tlr$�
<br />lkx�
<br />0317HESS DESIGN P1,11ESSURISS AND INSTALLATION JSTHLvCTIO OWTM
<br />1W ANNEALED GLASS.
<br />NOIVS ON C90-ARATIVE AKA�LYIM A AMCMM CALCAULATIONIS:
<br />2 CALCULATOONIs DERIVED FROM TWWW 11NIT, TEST REPORT # CTLA 13MW�I
<br />TESTED UNIT V^$'V, 7r x 7r, USING tAI'M" ANN64JW GLASS;
<br />AMA DOANSIZED TESTED LOW WAS'W� Gc'x Mr, USING 116'(3w) ANNEALED GLA",
<br />Qr 3810N ANALYSIS (p4 Is GLASS CHART
<br />AM?1E N
<br />(4) POSITIVE DESIGN LOADS RAM ON CONIPAPATWE ANALYSIS WO &WX WATER
<br />TEST PRESSURE,
<br />(5) THE QUANTITY OF ANG4iORS ARE FOR EkaH SIDIE� HOT TOTAL QUAWITY_
<br />NG
<br />VAX BRAG AT HEAD OR SU CORNER 0 W
<br />MAXSPAC ATJAMBCORNFRSS'
<br />M M I
<br />(4) MAX WAC ING, ACROSS HEAD OR SP-1. 16 2tr.
<br />(9) WM. SPACING AC"It JAMB$ Us 2tr�
<br />9825 DENTO N AVE.
<br />7
<br />HUDSON, FL 34667
<br />WIES-EpIES 1300i ALUMINUM PICTURE WINDOW 1
<br />GENERAL NOTEIS P1* INSTALLATION
<br />/
<br />/ d4
<br />INSTRUCTIONS (IW ANNEALED GLASS)
<br />/
<br />/
<br />A. SMITH __
<br />12JI104
<br />"_ !��E
<br />ls�17-4;10r
<br />____.__
<br />flc`!� NL-� r"o I'll,
<br />Mcwt-Ink, CrVIL ws=
<br />FL_
<br />� � kS 20M I 1212WOS
<br />�
<br />r" AIM` Akv,mront 79fr-
<br />M11 A 30,12
<br />.
<br />VRW1AM1YEIICELL"TsoMNBEIuRo3_�I`0� ,FL.ta 1.1,04M
<br />. I
<br />I � I
<br />.
<br />NOIJBW .
<br />t03 PW� 13 015510 HIM TO COMPLY WTI+ THIE 2004 FLORIDA BUILDING, OODE.
<br />TI OT AND 2406,
<br />(2)THSPROUt)CTREOU"W-SVWDBCRNEDEBMSEXMRNA&PROTR=IONASOESCRISeD
<br />IN BECTON ISM I A OF THE PLOROA BUILDING CODE, "FIN USED IN WiNOEDAING DEBRIS
<br />RIEPIONS,
<br />(3) WINDOW MATERIAL 7 0QWT15 ALUMINUM.
<br />(4) SHIM AS REQ'O AT EACH SET OF INSTALLATON AN040M USING LOAD ISSARING
<br />EHIMS� MAX, ALLOWABLE SHIM$TACR 70 Be IAC, USE SHIMS WWWRE SPACE GREATBA.
<br />THAN TAB* IG PRESENT,
<br />(a) 1M"EXA, CONCRETE SCREWANJ;HQR$MU,BTGE OF SUFFICIENT LENGTH TOACHIWE A
<br />MIN, KMO90MENT OF I IWINTO CONCRETE OR MASONRY POO I Y, JAMO a" OR A MIN,
<br />OF
<br />EMBEDMENT I I tr INTO SOLID WOOD FOR 2 X BUCK OR VMV FIRAMIRD Oftm NGS
<br />(GREATER THAN i 3W TACIq.
<br />[-- WINDOW ---I
<br />WIDTH
<br />(M ALL FACTORY APPLIED HOLES IN FRAME M49,109" NOT DESIGNATED FOR CONCRETE
<br />fICIREWANCHORS SHOULD HE FILLED WTTIH48 SCREWS OF SUFFICIENT LENGTH TO
<br />r-
<br />i
<br />ACHIEVE A MIN. EMBEDMENT OF "'INTO WOOD BILJON,
<br />M USE LATEX CAULK OR EOLIAOLIENTFOR PERIMETER SEAL AROUND EXTERIOR OF
<br />DOOR,
<br />-1.1
<br />I -
<br />I
<br />-L-uz I
<br />CIS) IF fiXAGT MNDOW SIZE IS NOT LISTED IN ANCHOR CHART, (ISE THE NEXT SIZE LARGER
<br />WWOW FOR ANOOOR OUAN7frY.
<br />um--j
<br />T
<br />THICKNESS MAY VARY PER ASTM ra.1300 GLASS CHART REOUIREIMENIS, SINGLE
<br />=SHOWN,
<br />t
<br />I
<br />INS"TE00LAWAUSCOUALIP16D. .
<br />I
<br />00) AM I SILL CORNERS AND ALL ANOKM TO 13F SEALED WrTH SMALL JOINT SEAM
<br />I
<br />WiNDOW
<br />W! H
<br />SEALANT.
<br />(I V ALL NWALLATION,kWHORS MUST BE MADE OF A CDR"$" RESISTANT MATERIAL
<br />I
<br />I
<br />I
<br />ORCOATING.
<br />(tZ NOT ALL OONFt0URATON$ LISTED ON ANCHOR CHART ARE 6HOM ON THIS
<br />DRAWING, HOWEVER, INSTALLATION SECTION AA & " APPLY TO ALL CONF;GURATONS,
<br />I
<br />L=---] I
<br />RES
<br />0S) T14EM DWON PASSOU AND INSTALLATION NSTIRUCTIONS, ALLOW THE Use Of
<br />_X_A=
<br />,W ANNEALED GLAOS�
<br />IMT_�
<br />. .
<br />...... I --
<br />�_
<br />NOTES ON COMPARATIVE ANALYSIS A, ANCHOIR, CALCULATWNS;
<br />CALCAILATIONS
<br />,�
<br />tm
<br />0) 00"O FROM TESM UN[T,IE91`REPORT#CTLAIU5W-I
<br />imp"MRS1,016-T"
<br />(2) TESTED UNIT WAS v-, 7r x 7r. USING 1,W (4mot)ANWEALED GLASS
<br />AND A DOV0NSIZED TESTED UNIT WAS *V, 64" 4 $61. Q41040 I/$" =) ANNEALED GLASS.
<br />M NEGATIVE DESIGN LOADS BASED ON COMPAPATAIIE ANALYI 19
<br />(PA & GLAW CHART
<br />MOM ASTMU-1300 AND THE FLORIDA BLULEatica CODE
<br />10VT AWGN LOADS BASED ON WwARATwe ANALYSIS cof) assAx WATER
<br />(4) THE QUANTITY OF AWHOAS ARE FOR EACH SICS, NOT TOTA,L aAANTJTY.
<br />VAX SPACING AT HEAD OR ISILI, CORNER IS Or,
<br />SMAK SPACING AT JAMO COMER IS a,
<br />(a) MA.X SPACING ACROSSNEAn OR BILL M20'�
<br />(9) MAY, SPACING AJ�109a JANNIS 18 2W.
<br />INC,
<br />9625 DENTON AVE.
<br />HUDSON, FL, 34667
<br />I
<br />I
<br />-P SEPJU i 300B ALUMINA)WRETM VANDOW �
<br />I ?
<br />GENERAL ]INCTES FOR INSTALLATION �
<br />INSTRUCTIONS (Iffl- TEMPERED GLASS)
<br />i I
<br />1 &KWEFt_MAFkA"5�rR"MGY-' MAS = 1211104
<br />�
<br />'L J-1-W N-T,S. 7 W, Sea.=
<br />C,V,1111
<br />_
<br />__ RVANrIsm ___
<br />2�6 �-Si-_ ___�71_7:
<br />=A7 I.,. A 7 OF 12
<br />7
<br />I
<br />_7
<br />PIMPARIEDIFFMIELLEMI'LNG"FRUNG 37WXftGSIMXmMFi 34=2 ph*,J�MUM
<br />I � .
<br />�. �
<br />�.
<br />I
<br />NOTM,
<br />(1) THIS PRODUCT IS OT!,-AGHV D TO COMKY WITH THE 2004 FLOROA BUIL.OING COD E�
<br />SECTIONS ISM. 1?07 A14D Z405�
<br />WTH14 PROOUQT ReQUIRB4 WIPSIORNIF DEBRIS EXTERNAL PROIECTION AS DESCRIBED
<br />SECTION ISM-1-4 OF THE FLOMDA BUILO1690 COOK, WHEN USED IN WINDBORNE DEBRIS
<br />REGIONS.
<br />M WRIDOW WTFRIAL: 6=4`4 A' UM11INVIM.
<br />*3H`IMA4RVCVDAT6A0CKS1PrOF INSTALLATION AMOMORS USM3 LOAD 4EARINts
<br />5HWiS, MAX.ALLOWkSILESHUA STACATOSE 1AC. USE SH" WHLRESPACF, GMEATIER
<br />THAN IMP Is PRESENT -
<br />I$) tW DM CONCRETE SC."01MCHORSMOST BE OF 40FJ`W,IaNT LENGTH TOACH"We A
<br />MIK MMOM04T OF I I AV INTO C004OWTE OR MASONRY FOR I X WOOD SUM OR A MIN.
<br />WIHODW
<br />MWEDIMENT' OF I Ur INTO SOLID WOOD FOR 2 X BUCK OR WOOD FRAMIED OPSMIRGIS
<br />(GREATER TKANI I 39r THICK�
<br />�_ - WKM ___�
<br />(6) ALL FAr
<br />'TORY APPLIED HOLAS 04 FRAME MEMBERS NOT OJWIGNATIED FOR CONCRETE
<br />r- P&A
<br />-1 I
<br />sl;:REWAW�HMSS+iOULD"FILLE-E)VWTtiOaSOF(EMOFEUPF4CIENTLrekeTNTO
<br />ACHWVEA WIN. MWOMattrop WrINTOWOOD BUCK
<br />I
<br />--t.
<br />P USE LATEX CAULK OR EQUVALENT FOR PERIMETF R SEAL AROUND EXTERIOR OF
<br />f!
<br />T__ U,QR
<br />0 On,
<br />mg Fix -O#Pc,. sge 13 NOT' LISTED IN ANCHOR CHART, USE THE NEXT SIM LARGER
<br />I
<br />I
<br />,D� R ANCs1OR QUANTITY
<br />(9) GLASS THICKNESS M0kYVARYPVR ASTIM E-1 WO GLASS CHART REQUIR51MENTS. SWULS
<br />GLAZED SHOWN, INSIOtATED GLASS ALSO QUALIFIED.
<br />WDKKM,-,.
<br />I
<br />(10) = ALL JOINT SLAM
<br />� f OU COWERS AND A" ANCHORS TO BE SEALED AIITH GK
<br />�, ....... 1.
<br />�
<br />r
<br />BEA
<br />(11) ALL IWALLATKM ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL
<br />OR COATING,
<br />1
<br />(12) NOT ALL CONFIPURATtONS LIMO ON ANCHOR CKART ARE SHOWN! ON T�09
<br />-- ILM
<br />t
<br />DRAWING, "OWI� INSTALLATION 44BOTON A -A & " APPI Y TO ALL CONFIGUAWTIONS
<br />TM,% DE3JQIN PRESWRIES AND INOTALLATON )NISTIRLIQVIIJIM A"W THE USE OF
<br />. - -C
<br />0ANINFAI-WeLAIM
<br />7
<br />�_
<br />- I Lm
<br />09_r_N2&_E_L"_AMN
<br />NOTES ON COMPARATNI'M ANALYSIS -a ANCHOR CALCULATIONS:
<br />(I) CALcuLATIONs mmvED I" rEaTED UNIT, Test ReF,oRr a aTLA I ubw.i
<br />R) TESTED UNIT WAS Xr� 7Z'X 72", USING 1/4"MM) ANNEALED GLASS
<br />AND A DOWNSAERD TESTED UNrr WAS '0^, Se . 3W. USING 114r C*-� AMAIM 00 OLAW.
<br />(3) NEGATIVE DESIGN LOADS BASED ON COMIPARATNE ANALYSIS W A GLASS CHART
<br />FROM A" c-isoo AND rLOAsPA. vuit.owo com,
<br />DESIGN LOADS RASEO ON WNIPARATAM ANALYSIS (Pxq &MAX, WATER
<br />111.7=
<br />U R E.
<br />(65�) THE OLIANTITY OF ANCHORS ARE FOR EACH S40E NOT TOTAL QUANTITY.
<br />I MAX SPACINGAT HEAD OR SXL COAWFt IS 9',
<br />AT JAMB CORNF,R tS 6"
<br />9�W,X:!S1PACINQ
<br />MAX 4PAC440 ACROSS HEAD OR SILL I$ 20'.
<br />M) MAX, SPACING ACROSS JAM41i M;V�
<br />1 SUNCOAST DESIGNERS, INC. I
<br />I9625 DENTON AVE.
<br />HUDSON, FL 34667 1
<br />,0,-�,�Ivf�y [-- -11. r MAS I- j2ft*4
<br />�, I CNPL I "e, pitlr.,L, -go - � 1.
<br />__ � "Al lRev r _ .. - 7-j"
<br />-
<br />-Ti6N WAa 200, __ - I 'on`� SMI, Lrrrevk a OFr 12
<br />� 'i� I i212000 A
<br />. -
<br />PRePARIP0 BY EXCELLENT ENGNIEWN0 3MXIN0IwV,�oo r^. PrL Un? PH jaj.,ItI,�
<br />.
<br />. I
<br />SUNCOAST DESIGNERS, INC.
<br />VERTICAL MULLION DFMGN LOAD CAPACITUES
<br />FOR EXTRUDED ALUNUNUM TUK MUIJION (IL125 wallf) WHERE USED
<br />APIPROXIMATE SIZE OFTURETYPENWI-LION, I"x2'DEE?x IM"WALLS
<br />UWTWW IPM TW" A I T I NIFINT � WMTVVWQ W "IPIPV �FIRTV WT IVIPR A Vn INIVIrUT AL 0 V AINI AN T6"Q.rUA &T
<br />r-OW77
<br />39.174
<br />2000
<br />yaw
<br />3CON
<br />37.40
<br />40400
<br />40"
<br />4&"#
<br />53AN
<br />6&009
<br />7L0110
<br />26Q
<br />646-5
<br />.%4.7
<br />,
<br />5" 7
<br />___
<br />5947
<br />554.7
<br />SINL7
<br />5".17
<br />-
<br />MIC7
<br />__ -
<br />50
<br />W1
<br />7
<br />S647
<br />1
<br />MO.6 ,
<br />6
<br />-W.-
<br />t1181!
<br />14C
<br />W.1 ,
<br />W9
<br />IM
<br />M3
<br />2S3
<br />IIW
<br />-MT-
<br />--N.-3
<br />033
<br />220.3
<br />375
<br />- WSM
<br />--7-2
<br />__W_*7_
<br />jAj
<br />I _fQ �9
<br />-7
<br />0-72-
<br />191,9
<br />' ' 181,8
<br />I8j.S
<br />14118
<br />,
<br />2112
<br />. 169.0
<br />__ -
<br />lir§
<br />-
<br />144.9
<br />M6
<br />iJ$.l
<br />13&7
<br />1, in, 1 , -
<br />1
<br />, 13&7
<br />,
<br />IN,
<br />&
<br />I"Is
<br />151.9
<br />1 134i
<br />IA&S
<br />1
<br />17al
<br />� 112.1
<br />IZOA
<br />128.6
<br />�
<br />IX6
<br />'
<br />1294
<br />131116
<br />I
<br />43AQ
<br />164.2
<br />I
<br />120
<br />I
<br />M
<br />1101.17
<br />IW2-
<br />5&7
<br />91.9
<br />_
<br />9'2.9
<br />92.9
<br />92.9
<br />92�9
<br />92.9
<br />-S-75-
<br />__WA_
<br />-1-1137-
<br />__9a
<br />__Wj_
<br />__vj_
<br />"4
<br />-
<br />91,2
<br />7'-'
<br />T47.1
<br />14�2
<br />74.-I
<br />79-2
<br />-
<br />STW"
<br />-7=
<br />96.4
<br />--=
<br />IT16
<br />7!ij
<br />713 -
<br />6m-
<br />K3
<br />73 ,
<br />,6;.3
<br />341,10"
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<br />NOTES:
<br />1, This chart applies ONLY to Suacoast "vers, lim.'s olmoloace tube mvillas wisno Sued bdwwn two ahlattinam, whadows.
<br />2. Head wbWw wWth *W Iscight is imOHNI.
<br />'r a shight wirmlow vall, NOT the ova
<br />L Window width as sbawn a* X axis of chart am 19 ran whaftw assmW width.
<br />4. Malt Is not Imitcd to two WWW valls; to a skagk opanvielh design IoW capacities apply to my amber ofIvindow
<br />oullis of six" Raw on chart, In a single aimaim'-
<br />S. Design pressure capacities Uftd ** this chart are In M,
<br />M111ILLION INSTAUATION REQUIREXENTS:-
<br />1. Attach mullIms to substrate v"g Suamst Doapers, Inc.'s mullion Itubca, ft at enis a" of mullien.
<br />2. Wood Irtused openings: Aacbw to substrate uslag #12 wood screws of sufficlent length to Achieve a exislanam,
<br />embeduent of 1 112", (Sim chart art "C"d 1*0 for qomtft of anduan per malliens cfip)�
<br />Ii. Nissoatry op"Ings: Anchor to salbstrals using 114" DhL Taptem gmffKkat knob to achieve st ustalleam,
<br />embedment of 1 1/41'. (S" chart an secoad sbed la qua" of suchon per malk" tup).
<br />4, Attach witmiaw ftew to inuffim aft #3 self taWag shad metal Kmws lbrono suastaftelvivers, pro-labriated
<br />tmoftiim bows. -
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<br />Prepared by EXCELLENT ENGINEERING - ::
<br />1; I I -
<br />3730 MGSWOOD DR. .. - - . -
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<br />QUANTITY OF FASTENERS FOR VMTIM WfJLLION' DESIGNLOAD CAPACITIES
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<br />NOTE-
<br />(1) This product Is dallined to contpy with rite 2M Mrick BuIliling Code,
<br />(2) Mullion and anchor strap material to be 00-TS Aluminum,
<br />(3) Ali instslisdon subcars MUST be made of a corroska mkbat material or coatimil.
<br />Prepared by EXCELLENT KNIGINAIRINC;
<br />37M KINGSWOOD DR.
<br />SARAWYA. FL 34231
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<br />SUNCOAST DESIGNERS, INC.
<br />HOFtIZONTAL MULLION D'ESIGNSLOAD CAPACITfES
<br />FOR EXTRUDED ALCATINUMTUBE MULLION(0.125 wall) WHERE USED
<br />'
<br />APPRO-VNLA'FESIZFOFTt'BF'n"?ENftii,LIO'4., Y'x2I/2"1*tYx I/8-S1*XWAJ,lJS&R8"UN0WAU,5
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<br />I �'l his cbart applies ONLY to Suncoast Desigarm loc-ts aluminum tube mutW when used between two alonvinvin windows.
<br />2. Read window width and height in juthe&
<br />3. Window height as shown on Y axis of chart are for It single window unit, NOT the overall window assembly height,
<br />4, CJ1nir(J,N no liTnited to two window units in a single opening, design ioad capacities apply to Any number ofwindow
<br />units of sins fisted outhart, in a single opening.
<br />S. Design pressure capsettles listed on th Is AS rt a re in PSY.
<br />MULLION INSTALLATION REQUIRENMENNTS.
<br />-
<br />1, Atueb mullion to substrate #Mog Sune0ast0esigners, Inc.'s multion anchor clip at each end ofatultion.
<br />, I multiop (ifoseAki to kortsontal maNjov, visiol; Suvcoast Designees mullkm aftchor C11
<br />2, Aftach verWA pat top
<br />ofvcr(ica� mallion,
<br />3. Wood framed openings: Anchor to substrote using fIll wood screws of suirwicat length to a chieve a minimum
<br />vinbedmentafl I!2'1.(Stetb#rt oust
<br />cocni sheri for quantity or anchors per mullion clip).
<br />4, Nissorry Mning,; Anchor to Nobstrate using IJ4" DiR. Tapcons of.�uftitot length to achieve a minimum
<br />ewhednatntoft 114". i(See chart on stound sheet for quantity oranthors per mulliGo clip),
<br />$, Attach window frames to en,j][How usittg#8 Atiftapping sheet metal screws through mismstatturers pre-fikbricated
<br />installation ho,tm.
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<br />QVANTITV OF FASTENMFOR HORIZON*IAL MMION DESIGN LOAD CAPACITIES
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<br />NOTE.-
<br />(1) Thk proNlaot is detIllsed to compty, with the 2W Florkla SuMag Code.
<br />(2) Mtitl*ik aid author strap mataneW to be 6063-TS Alsealnum.
<br />(3) Ali Installation authors MUST be made of A corrosion mistinal material or cvzfjftg�
<br />Prepared by EXCELLENT ENGUMR]ING
<br />�738 1"NGSW000 OR
<br />SARASOTA, FL 3W2
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<br />M W ,E ENGINEERING, LLC
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<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoengineedng.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 DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />OF THIS DRAWING ONLY.
<br />-
<br />@2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJEC7. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />-
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />-
<br />.
<br />-
<br />I
<br />VERSION NO.
<br />SHEET TITLE:
<br />FLORIDA EXTRUDERS
<br />WINDOWS
<br />SHEET INFORMATION:
<br />JOB NO.:
<br />DATE ISSUED: 09.04.07
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH
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