|
77
<br />9
<br />.7
<br />=
<br />9
<br />10
<br />::�
<br />IL
<br />8
<br />#
<br />I`
<br />8
<br />I
<br />.
<br />.
<br />-
<br />0
<br />3:
<br />-,----
<br />1000 P W /DESIGNER - - 1000 P W J DESIGNER AUXILIARY PLAT APPLIES TO HEAD & S1,L WHERE I - X 4"
<br />SIL.L (TYP.) SILL ("YF.) (FOR IDDITIONAL ANCWORS. W4N REOULPED) & 2" X 4" TUBE MULLIONS ARE USED
<br />I- i /_ - DETAIL I 4\ -
<br />WAPPING SmS 0 1
<br />TAPPING EMS T 1= I -0--0- - � I I //- SHEATHING
<br />I X 2 X 1,,B � 7' - I X ,- X -�i / 6 �7_ =_� �:7�_7 1 11
<br />I TUBE MULLION I � I 1/ TUBE HULLION ON _j I INSTALLAIT3N ANC1,1CR WE WmB
<br />SEALANT OFTWEEN
<br />- I
<br />I - WINDO1,J FLANGES � i I I -Lt (D - I . � I L',- SCREW (TYP-)
<br />MUL11- �_ I/ ,-EXTERNAL MULLION
<br />� __ - � 11 I INSTALLATION Ct IP
<br />I[ i ,%\ TWO BY WOOD
<br />1
<br />L � \\- F .
<br />SCA ANT BEIWCCP43 IF �4
<br />VINMW FLANGES :=Z
<br />& MULLJON �_ 1000 S.R TAPPING SHE "il- loco S.F TAPPING SHE I "
<br />n7AP�1'1 i� �j
<br />I
<br />_
<br />-
<br />___ � _ � " il T . I
<br />SCALANI BETWEE N HEAD (TYP.) HEAD ( YP I - I \_ MULLION
<br />�_ WINDOW FLANGES ECTIQN A -A ( SECTiQ I A -A �2 1000 P.W./BESIGNLR w
<br />, 5 L) SILL (TYP.)
<br />� , MIULLIU� _ 1000 P.WvDESIGNER f-000 P-W ,DESIGNER � _\
<br />\ I (TYP.) I SILL (TY�) I I DETAIL C - /��"//// 1\
<br />\ SILL \ r- A \ I-W-!A"
<br />W
<br />� i Ill / APPING EMS Y 0 1
<br />I\" �
<br />IUCK 1,
<br />,'L - / -'\\
<br />/
<br />i�
<br />% ,-- 0 3 X 3/4 SELF --:-A- )
<br />/ t7= A� 4
<br />\ TAPPING EMS P� ' T �PPING EMS 3/8 . �
<br />\ � /I/,- I X 2 7/k6 X 1/8 1; - I X P 7/16 X 3J TUBE MULLION I/
<br />\ I TUBE MULLION (; i-7 / I
<br />\ \ / jrllv___71� . / / / ____.- � /
<br />/
<br />I SEALANT I I ___
<br />9 , BETWEEN -.4 1 V
<br />SEALANT BETWEEN/ WINDOW FLANGE \ I 1/8' MIN I
<br />WCND13W I`LANGES-�A & MULLION \
<br />� � A UL I_ IrM � - L m
<br />- I 11. M 'N _ % EMBED ENT
<br />1- il I 11 i - I I \ . - VIEWED FROM EXTERIOR
<br />i ___ I DETAIL APPLIES TO HLAO & SILL WHERE I- X 2"
<br />i
<br />1 \ -
<br />! - & I' X 2 7/16' TUBE MULLIONS ARC USED
<br />r ,\\ ; k - For 0141"'.116
<br />I
<br />\ !i
<br />`
<br />- It
<br />\ - 100C S.H. TAPPING EMS \ - 1000 S.i. TAPPING EMS _ks profiles %,here ;w.,, m -_
<br />I I 1� r- __ .. Ho,izo,,tol Cip" '"---- \
<br />HEAD (TYP.) HEAD <TYP.) \\ is -of suitowe,
<br />r - 4 i. .C"Ptobl. ,
<br />SEALAN� KTVEEu 'ECTIOIN A --A (3 \ TAPPING EMS to �5_ . __ MITA-LATION A-nIOR
<br />WINDOW FLANGES 55 _Q_ SECT 10 4 A -A (4 "Iristo 18 WOOD SCREV
<br />�_ \ . . 9.60" ap,
<br />\ & MULLION - 1000 S.H. ,SECTION A --A (7 I, .. .6 ��T?P)
<br />� Detod C. . HMIZ, CLIP
<br />\ TOM PW/DESIGNrR SEALANT BETWEEN 1000 Pw.,'CESIGNER 14FAD 0YP.) i i
<br />_'
<br />\ SILL (IYP.) WINDOW FLANGEi SILL (TIP.) -
<br />IF 11, MULLION __] IF -
<br />EL ,- #3 X 3/4 SELF
<br />7 ;PPING SMS Wayn A. Do<k. P1.
<br />TAPPING SMS 8 1 . JIG' 141K
<br />- 1 Y 4 X 1/8 I - I Y 4 Y 3/9 54 I, H y 27 j �_ FINKIIIIIEN1
<br />. Cit-Orlt, FL 34711 1
<br />-
<br />\ I, - 7 Ky Ir TUBE MULLION I // TUBE MU,_LION FL beense No. 5W553
<br />P�' �
<br />\ / 791 2540 JEWM LANE
<br />\ I FLORIDA EXTRUDERS SANFORD, FLORIDA
<br />\ I I INTERNATIONAL. INC. -- I
<br />\ \ I i � � ,.% TITLE: S F R, 1000/1500 FIN SHEET I OF 2
<br />,
<br />1 .) I � ,�! - . . ��41;1 106 7-A
<br />- ____ I
<br />\ \ i SEE OTHER SIDE (SHEET 2 OF 2) FOR
<br />" "
<br />\_. 152-:,'a'�
<br />\_ . - APACITIES �
<br />\ SM� \_ IC00 _H, TAPPING EMS - 0C. I �
<br />�- 1000 S.H_ TAPPING I t Oi.Z.3" �
<br />"
<br />HEAD (TYP,) HEAD clyp.) Z�;,. , " .1
<br />0t- IDRAWN BY: MSH I APPR0V`FD BY: WAB
<br />SECTION A -A r, EQ0 �L �-A �6) 1 X4�_ -
<br />I
<br />. _C5_) 1 - �1__ � �141i �'4_ JDATE;6/17/04 13CALE:NYS I DWG.: I HMF I NI
<br />__ � � __ ___ ___ �
<br />- --- - --
<br />I __ SERIES 1000 & 1500 FIN SINGLE HJNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF
<br />-
<br />-
<br />-
<br />WINDOW
<br />CALL
<br />SIZE
<br />WINDOW UNIT
<br />BUCK ITUBE
<br />SIZE i
<br />- I
<br />I -
<br />IX2Xl/8
<br />MULL
<br />2 ANCHORS
<br />SECT. A 11
<br />_A:M_
<br />_. -
<br />� .
<br />TUBE MULL
<br />4 ANCHORS
<br />_�k�j� _A7�Lq
<br />CAPACITY
<br />TUBE MULL
<br />2 ANCHORS
<br />_�J_SE�T.
<br />_��Eq._ A7_A
<br />CAPA( � TY
<br />X2X3 /8
<br />TUBE MULL
<br />4 ANCIIORS
<br />A -A
<br />CAPACITY CAPACITY
<br />X2 7/16XI/5 IX2 7/16XT/8
<br />TUBE MULL TUBE MULL
<br />2 ANCHORS , 4 ANCHORS
<br />CT. -A � SJCT� A-A(3)
<br />CAPACITY
<br />%X2 7/16X3/OIX2
<br />TUBE MULL
<br />2 AMC
<br />A�OR�
<br />2ECT. _ 41
<br />7/16X3/8
<br />TUBE MULL
<br />A ANCHORS
<br />SECT. A-A(4)
<br />Y
<br />I XAX1
<br />TUBE MULL
<br />4 ANCHORS
<br />SECT. A-A(51
<br />CAPACITY
<br />TUBE MULL
<br />6 ANCHORS
<br />SECT. A-A(5)
<br />__
<br />CAPACITY
<br />TUBE MULL
<br />A ANCHORS
<br />SECT. A-A(G).
<br />CAPACITY
<br />TUBE MULL
<br />6 ANC14ORS
<br />_SECT. A-A(61
<br />_
<br />CAPACITY
<br />TUBE MULL
<br />6 ANCHORS
<br />_j_
<br />EC7. AZA U7.
<br />12+HC
<br />- __ I
<br />------.--
<br />18 1/8 X 34 9/16
<br />428.17
<br />856.35
<br />428.17
<br />856.25 !
<br />:
<br />428.17 � 856.35
<br />.
<br />428.17
<br />856.35
<br />856.35
<br />- ______
<br />1284.53
<br />856.35
<br />1284.53 -
<br />-
<br />1284.53 I
<br />13+HC
<br />-
<br />18 1/8 X 46 15/16
<br />324.21
<br />648.43
<br />324.21
<br />. -.--
<br />648.z 3
<br />324,21 , 648.43
<br />324.21
<br />648,43 ,
<br />648.43
<br />972.65
<br />� 648.43
<br />972.65
<br />972.65
<br />14+HC--18
<br />__
<br />1/8-X-59 3/16
<br />-
<br />261.39
<br />__
<br />522.79
<br />-
<br />261.39
<br />I
<br />522.79 1
<br />I
<br />261.39 1 522.79
<br />261.39
<br />522.79 _I
<br />522.79
<br />784.18
<br />1 522.79
<br />784. t 8
<br />784,18
<br />145+HC
<br />18 1/8 x 64 13/16
<br />240.03 ;
<br />- ,
<br />218-60 1-4-37.20
<br />I
<br />480.07
<br />1
<br />240.03
<br />- - - __
<br />218.60
<br />480.(,7 1
<br />-
<br />240.03 480.07
<br />240.03
<br />480.07
<br />1 480.07
<br />.
<br />720.11
<br />� 480.07
<br />720.11
<br />720.11 .
<br />655.81
<br />15+HC-
<br />18 I/a X 71 9/16
<br />437,; 0 1
<br />218.60 437.20 .
<br />2i8.r,o
<br />437.20
<br />� 437.20
<br />65.5.81
<br />655.81
<br />16+HC __
<br />- __ - __
<br />18 -1 1/8 - X . 80 9/16
<br />195.34
<br />390.69 1
<br />1
<br />195.34
<br />390.69 �
<br />19534 I
<br />"'
<br />390-69
<br />195.34
<br />! 390.69
<br />390.69
<br />1586.04
<br />I
<br />1 390.69
<br />586.04
<br />586.04
<br />____
<br />17+HC
<br />is i/8 X 91 9/16
<br />171.07
<br />342.15 !
<br />___
<br />171.07
<br />__ __ __
<br />342.'5 ... t
<br />___�
<br />11'5�.07 ,
<br />3A2.1 5
<br />171,07
<br />1 342.1.5
<br />, 342.15
<br />L .2
<br />513.23
<br />513.23 1
<br />-.--
<br />I H2+$HCS
<br />C
<br />____
<br />1/2 X 38 114
<br />'
<br />263.27
<br />I
<br />526.54
<br />- ___
<br />263.27 1
<br />- ________.______._____
<br />526.!,4
<br />263.27
<br />-.526.54
<br />- - -
<br />. 263.2'71
<br />526�54 __ �
<br />-,-----
<br />526.54
<br />__ _��_=�342.15
<br />789.81
<br />.--.--------
<br />1 526.54
<br />789.8t
<br />789.81
<br />1H3+HC
<br />--------"-
<br />5 1 2 X 50 5/8207.89
<br />. _____
<br />415.78 120/.89
<br />1
<br />415� '8
<br />207.89
<br />415.78
<br />207.89
<br />___�
<br />1 415.78
<br />--- ----..--.---�------,----.---.--..--
<br />415.78
<br />623.67
<br />415.78
<br />623.67
<br />-
<br />623.61
<br />I
<br />q
<br />1H4+HC
<br />I
<br />5 1/2 X 62 7/8
<br />-
<br />170.84
<br />341.69
<br />170.84
<br />1 341.69
<br />-
<br />170.84
<br />---
<br />341-69
<br />170.84 I 341.69 _
<br />341.69 -
<br />512.54
<br />341.69
<br />512.54
<br />512.54
<br />IH4S+HC
<br />5+
<br />5 1
<br />5 1/2 X 68 1 I/2
<br />157.92
<br />315.85
<br />__T_
<br />157.92
<br />I 3 I 5.35
<br />157.92
<br />315.85
<br />157.92 : 315.8-1,
<br />.. ,
<br />315.85
<br />___ .
<br />289.57
<br />473.78
<br />�
<br />14 __ __T
<br />I - 3�._j 6
<br />I 315.85
<br />-
<br />473,78
<br />473.78
<br />+
<br />IH5+HC
<br />5 1/2 X 5 114
<br />5 1
<br />144.78
<br />- _
<br />289.57
<br />144.78
<br />289.:i7
<br />144.78
<br />289.57
<br />144,78 :: 289.57
<br />:
<br />289.57
<br />434.36
<br />434.36
<br />IH6+HC
<br />�5 1/2 X 81 111A
<br />130.32
<br />______________
<br />260.65
<br />130.32
<br />260.1is
<br />i 30,32 _
<br />I 260.65
<br />i
<br />130.32 � 260�65
<br />260.65
<br />590.98
<br />i 260,65
<br />390.98
<br />390.98
<br />1 H7+HC
<br />�5 1/2 X 96 114
<br />115.01
<br />230.02
<br />115.01
<br />230.02
<br />115.01
<br />I 230.02
<br />115.01 230.02
<br />230,02
<br />345.04
<br />: 230.02
<br />345.04
<br />345.04
<br />22+HC 36 X 43 1/2
<br />139.50
<br />279.0! .
<br />-
<br />1 139.50
<br />-
<br />279.311
<br />-
<br />__
<br />139.50
<br />- ____
<br />.9�
<br />. _?7.� _
<br />258.48
<br />217.16
<br />I !
<br />I -.139.50 � 279.01
<br />--..-._..,.. -
<br />: �
<br />129.24 � 258.48
<br />108.58 � 217.16
<br />-
<br />279.01
<br />-----. - -
<br />258.48
<br />2i7.16
<br />418.5i
<br />� - 1--_._.....r1_
<br />387,72
<br />325.74---7
<br />1 279.01
<br />__.-
<br />1 258.48
<br />217.16
<br />418.51
<br />-
<br />387.72
<br />325.74
<br />-
<br />418.51
<br />387.72
<br />325.74 -
<br />23+HC 36 X 55 7/8
<br />24+HC , 36 X 66 1/8
<br />129.24
<br />108.58
<br />_
<br />258.48
<br />_1
<br />217.16
<br />129.24
<br />__
<br />_ !08. . 58
<br />I 25S.t8
<br />1 217.16
<br />129.24
<br />108.58
<br />245+KC
<br />_
<br />36 X 73 3/4
<br />1011,15
<br />202.31
<br />. . ._
<br />I 101.15
<br />I _______
<br />. � 93.48
<br />,--------
<br />1 84.89
<br />202.31 -
<br />186.36
<br />101.15
<br />202.31
<br />-
<br />101.15
<br />�
<br />1 202.31
<br />�
<br />202.31
<br />30-5.46
<br />1 202.31
<br />303.46
<br />303.46
<br />25+HC
<br />36 X 80 1/2
<br />93.48
<br />�
<br />186.96
<br />-
<br />93.48
<br />11 186.96
<br />.-
<br />93.48
<br />186.96
<br />__ __
<br />186.96
<br />-"-' ___
<br />�
<br />280.44 i 186.96
<br />_�_w�_
<br />-Ts4
<br />280.44
<br />280.44
<br />____
<br />26+HC
<br />__
<br />36 X 89 1/2
<br />84.89
<br />-.,_
<br />169.79
<br />169.79
<br />84.89
<br />169.79
<br />84.89
<br />r75-63
<br />169,79
<br />169-79
<br />L 169.79
<br />254.69--
<br />--254.69
<br />- ,
<br />27+KC
<br />_
<br />36 X 101 1/2
<br />.---------------
<br />75.63
<br />151.27
<br />___
<br />!I 75.63
<br />-
<br />151.27
<br />75.63
<br />151.27
<br />151.27
<br />151.27
<br />226.90 I 151.27
<br />226.90
<br />-
<br />226.90
<br />__ -
<br />I I________.'r____
<br />. ; 74,52
<br />1
<br />-
<br />---.-,-
<br />! 122.28
<br />I 74.52 -
<br />130.48
<br />�
<br />74.52
<br />149.05
<br />149.05
<br />.
<br />223.57 1 149.05
<br />-
<br />223.57
<br />___
<br />223-57
<br />32+HC
<br />52 1/8 X 50 9/16
<br />74.52
<br />87,63
<br />33+HC
<br />52 1/8 X 62 15/16
<br />G6.01
<br />:
<br />77.62 66.01
<br />-, _
<br />74.16 63.07
<br />I -
<br />j 108.31
<br />-
<br />66.01
<br />§6_01 -
<br />115.58
<br />I 66.0'.
<br />1 132.02
<br />132.02
<br />--"-.--.,. .
<br />126.15
<br />I
<br />198.04 i32 02
<br />- I . _____._______._
<br />198.04
<br />198.04
<br />189.23
<br />-�--------,-.--��-----------,-.�,-------�-.-.�-,----,,
<br />34+HC
<br />52 1/8 X 75 3/16
<br />63.07
<br />60.9 � 0 -- -
<br />I .-
<br />;. 103.49 _F
<br />__
<br />63.077
<br />110.44
<br />1 6,3.07
<br />1 126.1.9
<br />189.23 1 126.15
<br />189.23
<br />345+HC
<br />52 I/B X 80 13/16
<br />71.61
<br />60.90
<br />� ; 99.93
<br />I
<br />-
<br />60.90 � -
<br />56.84
<br />106.64
<br />____._ ___
<br />99.52
<br />60�90
<br />56.84
<br />121�81
<br />1. ___ __ __
<br />1 113.68
<br />121.81
<br /> I � __
<br />113.68
<br />182.72 1 121.81
<br />__ __ __ __ - . .1-. -
<br />170.52 I 113.58 -
<br />- 182.72
<br />182.72
<br />35+HC
<br />52 1/8 X 87 9/16
<br />56.84
<br />- -
<br />66.83
<br />56.84
<br />1 93.26
<br />i7O,52
<br />- I 70,52
<br />�
<br />36+HC ,52 1/8 X 96 9/16 $2.19 _I 61.37 52.19 1 85.(,4 52.19 91.38 52A9 104.38- 1 156.58 ' 10438 156,58 156.58
<br />I __ __- I _t� 9'41 2 141.19 141.19
<br />- �
<br />37+HC 152 1/8 X 1018_9/1�47.06 _ _ 55�34 �17.06=7..!2 ___47.06 II.12 1141.19 - __
<br />- .
<br />NOTES,
<br />A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING
<br />.
<br />REQUIRED AT EACH END USING 1 1/8" EM8E0IJ_-NT. FLORIDA EXTRUDERS 2540 JEWETT LANE
<br />8) PRESSURES GIVEN IN PSP ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE INTERNATIONAL. INC. SANFORD, FLORIDA
<br />TFiIS ULTeAA7E LOAD 15 BASED ON 1.5 X DESIGN PRE55URE PER $7074.5.4, USE THE
<br />OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART, TITLRDESIGN PRESSURE CAPACITIES FIN
<br />C) THE muv.ED NINOvw ASSEmbLy*5 OVERALL DESICA PRESSURE RATING IS THE LOWER
<br />OF EACH INOMQUAL WINUOW'S LABEL RATING, ASTU E1300 GLASS LOAD RESISTANCE OR ONA LIONS - SER, 1000 & 1500
<br />TKE LOAD RATING OF THE MULL" PER THIS DRAWING, WHEN CMQ1,ING A MULLION,
<br />r CFF0 THE YANDOW/CLASS DFSICN PRESSURF THFRFRY CA DRAWN BY: MSH I APPROVED BY: WAD
<br />X ' U(;;W, THE WTNOOW/CLASS
<br />DESIGN PRESSURE TO GOVFRH. I DATF! 6 - . /17 . 104 ISCALE-FULL jDWG- I HMF I N FIG 71
<br />1000 S.H. I X a X 1/8 loco S.R.
<br />'
<br />JAMB (TYP. , .IGN JAMB (TYP.)
<br />-
<br />No X 112 SELF
<br />TAPPING EMS
<br />-
<br />I X .1 X 3/8
<br />TUBC MULLION t--
<br />-
<br />!a X,112 SELF I 1/8' MIN,
<br />�___ ,APP.NG EMS EMBEDMENT
<br />F_
<br />I
<br />______ I -_ - -
<br />TWO BY WOOD _ DETAIL
<br />I
<br />HERS \
<br />-
<br />1 __J L_j 2 X 4 X 3/R \ �-- SHEATHING
<br />I SZOLANT BLTWLEN TUBE HU, LLIGN I INSTALLATION ANCHOR #8 WOrD
<br />li� 0
<br />WINDOW FRAMWE _E�\_ - - ��,
<br />!'- "
<br />\��,:..
<br />, ftANI.ITICEN 1.
<br />! �A,I, \�w OW FRAME SCREW (TYP.)
<br />..�.� \
<br />! \ & MULI-ION III FiLLICIN
<br />�- 09 X 1-1.12 SEL.F its X 1-1 12 S'l r I u -EXTERNAL MULLION
<br />TAPPING SHE .1 INSTALLATION CLIP
<br />TAPPING SMS MULLION ____1 - � 1-
<br />SECTION A A (1 SECTION A- _( _2) WOO SH APPIJES To HEAD & SILL WHERE 1 " X 4"
<br />1000 S.H. - TUBE Fcjl.L[13N loco S.11. - - I X - I & 2- X 4- TUBE MULLIONS ARE USED
<br />JAMB (TYP-) JAMB IT YP ) TUBE MULLIGN . _� - APPLIES TO HEAD & SJLL WHERE I" X 2"
<br />I X 2 11,16 X 1/8 2I 7/16 X 3/8 JAMIDU (TYP.) �
<br />� - & I" X 2 7/16- TUBE MULLIONS ARE USED
<br />i . #8 X i/2 SELF
<br />31L 1 44"mm TAPPING EMS INSTALLATION ANCHOR
<br />i "_ 98 X 1/� SELF i __ De x Ila SELF #8 WOOD SCRE'W
<br />TAPPING EMS TAPPING �MS I)IIAIL Q F �
<br />I \-,--. 1- SCALAN' IFETVEEN
<br />WINDOW FRAME
<br />% 1. MULLION
<br />'
<br />- 18 X 1-1/2 SELF
<br />TAPPI14G EMS
<br />SECTION A-L 3
<br />_L]
<br />/- 1 X 4 X 1/8
<br />/ I UBE MUL L E3N
<br />1000 S�H 1000 S-H -I
<br />JAMB (T, .�� jAmE; (Typ�) 1
<br />-
<br />- " a X 112 SELF
<br />ILJ-- TAPPING SHE
<br />\ SEALANT BFTVEEN
<br />\ \__j_ WINDUW P RAME
<br />\ & MULLION
<br />I_ 1 8 X 1-1/2 SE-F
<br />TAPPING SMS
<br />5EQT
<br />I ION A -A (5
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<br />I - " SILL CI.IP
<br />I /- ,
<br />
<br />occep(obl. to use
<br />/ i
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<br />- SEALANT BETWEEN
<br />�
<br />-vislomoti.ri Clip'
<br />, I - �,,. IF
<br />SE,LANT BETWEEN he X i-112 SELF
<br />�____ TAPPING EMS
<br />.�,��i�N
<br />WIND13V FLANGES
<br />& MULLION
<br />off ,,'_ 'r,
<br />Detoi,
<br />S�0.0'.I
<br />I 1/3' MIN.
<br />t
<br />V1 4DOW FRAME
<br />C.
<br />EMBEDMENT
<br />& tial-ION
<br />SEC71ON A -A
<br />'
<br />SHEATkING -/
<br />- 7
<br />- No X 1-112 SELF
<br />TAPP(N(; SMS
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<br />DETAIL C -
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<br />F__�7 1
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<br />AL�jLiARY PLATE,
<br />(FOR ADDITIONAL ANCHORS, WHEN REOUIRID)
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<br />INTERNATIONAL,
<br />FLORIDA EXTRUDERS
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<br />2540 JEWETT LANE
<br />aANF RQ, FLORID&
<br />m me"m
<br />i -i cli ") LP
<br />-
<br />, ,
<br />'Y. ,
<br />" . I
<br />'1111it: SER. 1000/1500 FIN
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<br />SEALANT BE--WEFN
<br />WIADOW F RAVE .
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<br />.00 - III
<br />-)t5b3 4
<br />. - .
<br />- . ,
<br />SEE OTHER SIDE (SHEET 2 OF 2) FOR
<br />I. '111.11-LION
<br />00 X L-1/2 !ELF
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<br />I SCALE; N T S 0
<br />'
<br />1060 PV/DESIGNER 1000 P,W./I)ESIGNER TYPICAL MULLION TO CONCRETE 0 JAMB -
<br />'
<br />SILL (TYP.) SILL (TYP.) (APPLIES TO JAMEI WhFRE I- X 4-
<br />___ _ - _
<br />DETA1
<br />I F & 2" X 4' TUSE MULLIONS ARE USED) lz:�
<br />I_
<br />) T APPING EMS TAPPING EMS
<br />I -1-1
<br />-
<br />-
<br />I I X 2 X 1/8 = .
<br />INSTALLATION ANI 3/16, DIA.
<br />TUBE MULLION TUBE MULLION -iIIIIIIIIIIIIIIIIIIIIIIIIII
<br />Ij-' TAPPER SCREW ANCHOR (TYP.)
<br />� SCALANT BETWEEN �-
<br />y
<br />I
<br />_- CXTCRNAL MLILLICIN
<br />WINDOW FLANGES_,:� ONE BY W0OD____,-
<br />-.11 INSTALLATION CLIP
<br />& MULLION
<br />. .
<br />.
<br />�
<br />__ %Q
<br />777,-.LLLION
<br />j,
<br />===�
<br />. ,
<br />SEALANT BETWCE-4 #8 X �Ilill SELF
<br />WINDOW FLANf7irS
<br />\ TAPPING EMS \ TAPPiNtj EMS
<br />\ 1
<br />.
<br />% MULLION - - 1000 S.H. - 1000 S.H. I- 1000 P.W./DCSIGNLR
<br />HEAD (TYP.) HEAD (TYP.) .6
<br />SEALANT BETWEEN SILL (TYF.)
<br />WINDOW FLANGES SECTION A -A Li) SF(I'TION A -A (2)
<br />& MULLION r-1000 P.W./DESIGNER IGOD PV/DESIGNER i �
<br />I TAPPING EMS
<br />SILL (TYP.) SILL <TYP�) _
<br />11 ." � IF ." - - 'zi
<br />� 'V.j� U
<br />
<br />, jr ;�
<br />\ - # - 118 X '�i/ll NLLF I , J_ N_j
<br />I / TAPPING SMS I / TAPPING SMS 1[ I / v
<br />. /_ I X 2 7/16 X 1/6 r I X E 7116 X 3/8 j V_ - - . -- L - 1 1/4' MIN
<br />TUBE MULLION TLIK MULLION
<br />�Ifm // ff] / SEALANT BETWEEN _/
<br />. - .
<br />\\\/ _v._.__.__1 I WINDOW FLANGE \ I
<br />- [ i SEALANT BETVEE � I L MULLION
<br />I 11 WINDOW FLANIGESI� /_ \ %
<br />j L KJLL113N � I , A
<br />L - __j
<br />,
<br />I- - i -] I 11
<br />-1-Y, ��\ I :!
<br />1% �--119 X 3/4 SL0 \\- #8 X 3/4 SEj \
<br />�__ 1000 SK TAPPING EMS \-, 1000 S.H TAPPING SM$ il �
<br />HEAD (TYP) HEAD (TYP.) .\ \ TAPPING SMS
<br />� I 'TION A
<br />SEALANT BEIWCEN SECTION A -A Q SFCTION A -A (4 - !000 S.H, SEC, - A (7)
<br />7- WINDOW FLANGES ' HEAD (TYP.)
<br />\ & MULLION r- 1000 P.W./I)CSIONER SEALANT BETWEEN r-1000 PW./13ESIGNER __ __
<br />SILL (TYP.) WINDOW FLANGES SILL (TYP)
<br />\ � 118 X 3/4 SLLF & Witt ION � 1 08 X 3/4 SELF Wayne A. Ellork, P,E
<br />ING SHE I NG SMS
<br />/� I X 4 X 1/8 � I X 4 X 3/8 -
<br />TAPPI
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<br />0 , "" ,
<br />74pp"
<br />I TUBE MULLION r.___W,� / TUBE MULLION I � lermont. FL 34711 1
<br />\ - / I I - / - F, License No. 52583 FLORIDi
<br />\ - ___� ____
<br />\�� - ___ � __ � r A I � 1; � I - . TmE: S E R,
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<br />`I_ 1000 S.M. \_ 1000 $.M. _. . I" 0:% I) �, .�,
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<br />HEAD (TYP) HEAD (TYP.) ., � I - [DRAi�N BY MS
<br />. . : .�:, .- -
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<br />5LQTION -L A L5' SECTION A -A &) �' FDATE 6/17/(
<br />1 j - I )NI - %1. .
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<br />/
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<br />VIEWED FROM EXTERIOR
<br />___ -
<br />SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN
<br />PRESSURE CAPACITIES
<br />---
<br />IN PSF
<br />-
<br />WINDOW
<br />CALL
<br />SIZE
<br />WINDOW UN17
<br />TIP -TO -TIP
<br />SIZE
<br />-
<br />TUBE MULL
<br />_5E�T, A- I
<br />hU
<br />TUBE MULL
<br />SECT. A-A(l)
<br />CAPACITY
<br />X2X3/8
<br />TUBE MULL
<br />C
<br />AM ATAR�
<br />SE , 2)
<br />CAPACITY
<br />IX2X3/8
<br />TUBE MULL
<br />4 ANCHORS
<br />SECT, A-A�al
<br />CAPACITY
<br />IX2 7/16XI/81)(2
<br />TUBE MULL
<br />2 ANCkLOARA)
<br />SECT, A
<br />CAPACITY
<br />7/16XII/81X2
<br />TUBE MULL
<br />4 ANCHORS
<br />SECT. A-A(3)
<br />CAPACITY
<br />7/16X3/8lX2
<br />TUBE MULL
<br />2 ANCHORS
<br />SECT. A-A(4)
<br />-------
<br />CAPACITY
<br />7/16)(3/9
<br />TUBE MULL
<br />4 ANCHORS
<br />SECT, A-A(4)
<br />CAPACITY
<br />X4X1/8
<br />TIUSE MULL
<br />4
<br />SE
<br />__
<br />CAPACITY
<br />I X4X I
<br />TUBE MULL
<br />SECT. A 5
<br />-�U
<br />CAPACITY
<br />TUBE MULL
<br />SECT. A - A(6)
<br />CAPACITY
<br />TUBE MULL
<br />SECT. A -A(6)
<br />_
<br />CAPACITY
<br />TUBE MULL
<br />_UCT. A -A(7)
<br />12+HC
<br />19 1/8 X 35 9/16
<br />839.88_,__-1679.78
<br />839.88
<br />1511.80
<br />839.88
<br />1679.78--- -
<br />839.88
<br />1679.78
<br />1679.78
<br />2519.66
<br />1679.78
<br />2519.66
<br />-
<br />2519.66 1
<br />-
<br />13+HC 119
<br />1/8 X 47 15/16
<br />635.96
<br />1271.93 .635.96
<br />114A.74 .
<br />635,96
<br />1271-93
<br />635.96-
<br />I 271.93
<br />1271.93
<br />.1907.91
<br />1271.93
<br />1907.91
<br />1907.91
<br />+HI
<br />14+HC
<br />�
<br />19 1/8 X 60 3/16
<br />__
<br />512.73
<br />1025.47
<br />512.73
<br />922.92
<br />512.73
<br />1025.47
<br />512.73
<br />1025.47
<br />1025.47
<br />1538.21
<br />1025.47
<br />1538.21
<br />1535.21
<br />1 4 S+
<br />145+HC
<br />19 1/8 X 65 13/iIS
<br />470.84
<br />9,11.68
<br />470.84
<br />_
<br />847.51
<br />470.84
<br />941.68
<br />470.84
<br />941.68
<br />941.68
<br />1412-53
<br />941.68
<br />1412.53
<br />1412.53
<br />I_ I '
<br />5+H
<br />I 5+H
<br />E4
<br />.80
<br />857.60
<br />428.80
<br />771.84
<br />428.80
<br />_
<br />857.60 ,428,80
<br />857.60
<br />857.60
<br />1256.40
<br />857.60
<br />1286.40
<br />1286.40
<br />6 + H
<br />16+HC
<br />I
<br />19 1/8 X 81 9/16
<br />383.18
<br />766.36 1383.18
<br />689.7L
<br />3.18
<br />:�B 1�
<br />766.36
<br />383.18
<br />766.36
<br />1766.36
<br />1149.54
<br />766.36
<br />1149.54
<br />11149-54
<br />17+H C
<br />19 1/
<br />08
<br />678.17
<br />-
<br />1339.08
<br />_
<br />,610.35 i339.08
<br />678.17
<br />339.08
<br />678.17
<br />I
<br />1678.17
<br />1017-26
<br />__
<br />678.17
<br />1017.26
<br />I
<br />:101 7.26
<br />1H2+HC
<br />6 1/2 X 39 1/4.�15.411
<br />__
<br />1032.83
<br />.
<br />51 6.41
<br />929.54
<br />516,41
<br />1032.83
<br />-----.
<br />.516.41
<br />- ,-----.--.
<br />1032.83
<br />__ ---I-
<br />1032.83
<br />1549-24
<br />- -.---
<br />1032,83--
<br />1549.24
<br />I -
<br />I
<br />, 1549.24
<br />IH3+HC
<br />6 1/2 X 51 5/8
<br />-5
<br />407.78
<br />8 15.57
<br />407.78
<br />734.01
<br />407-78
<br />1815.57
<br />... ...
<br />407.78
<br />__
<br />81 5.57
<br />515.57
<br />-
<br />1223.36
<br />815.57
<br />1223.36
<br />1223.36
<br />I H 4 + HC
<br />f6 1/2 X 63 7/8
<br />E
<br />335.12
<br />670.25
<br />335.12
<br />603,22
<br />335.1 2
<br />670.25
<br />335.12
<br />670.25
<br />. .. -.----
<br />619.56
<br />670.25
<br />. ____ _
<br />619.56
<br />22q5-�� __[�70.25
<br />929.34
<br />--.--
<br />1005.38
<br />1005.36
<br />_
<br />,
<br />1H45+HC
<br />6 1/2 X 69 1/2
<br />309.78
<br />- -
<br />619.56
<br />309.78
<br />557.60
<br />309.78
<br />. + __ .-
<br />284.00
<br />619.56
<br />-
<br />309.78
<br />.
<br />f 61 9.56
<br />929.34
<br />-
<br />852.01
<br />929.34
<br />IH5+HC
<br />-
<br />IM6+HC
<br />6 1
<br />6 1/2 X 76 1/4
<br />284.00
<br />568.01
<br />_
<br />284.00
<br />.---
<br />.511,21
<br />568.01
<br />284.00
<br />568.01
<br />568.01
<br />852.01
<br />1568.01
<br />-
<br />852.01
<br />_ _____
<br />26 1�2 X 82 114
<br />255.64
<br />511.28
<br />255.64
<br />460.16
<br />-
<br />---.-..--
<br />255.64
<br />-
<br />5ii-28
<br />__
<br />1255.64
<br />�
<br />511,28
<br />-
<br />511.25
<br />766.93
<br />1511,28
<br />I -
<br />766.93
<br />,766.93
<br />1 H7+HC
<br />26 1 /4
<br />225.60
<br />45 1.21
<br />� 2 25.60
<br />406.09
<br />1225.60
<br />451.21
<br />225.60
<br />451.21
<br />451.21
<br />676,61
<br />1451.21
<br />676.81
<br />1676.81
<br />22+HC
<br />37 X 44 1/2
<br />273.64
<br />346.70
<br />___
<br />273.64
<br />478.99
<br />. _
<br />273.64
<br />521.39
<br />273.64
<br />____
<br />547.29
<br />_ ---.,
<br />547.29
<br />820
<br />=
<br />820.94
<br />820.94
<br />23+HC
<br />, 37 X 56 7/8
<br />-
<br />-
<br />253.51
<br />
<br />321-20
<br />__
<br />253.51
<br />212.98
<br />443.75 _ ___
<br />372.81
<br />- �� ___
<br />253.51
<br />-.-------
<br />212.98
<br />483.03
<br />. .----,-
<br />253.51 .-
<br />--.--
<br />507.02
<br />- - -
<br />507.02
<br />760.54
<br />_
<br />507.02
<br />i __
<br />_. _
<br />760.5A
<br />760.54
<br />24+HC
<br />37 X 69 1/8
<br />.212.98
<br />.-.-. -
<br />269.85
<br />405.81
<br />378.05 .41.98.41
<br />349.38
<br />.212.98
<br />425.97
<br />425.97
<br />638.95
<br />1! 425.97
<br />638.95
<br />595.25 __
<br />550.11
<br />638.95
<br /> -
<br />595.25
<br />___
<br />550.11
<br />__ - -
<br />499.59
<br />-
<br />I 198.41
<br />I-
<br />251.39
<br />198.41
<br />-,._ _
<br />347.31
<br />---.--
<br />320.97
<br />291.49
<br />259.69
<br />-
<br />-
<br />198.41
<br />183.37
<br />I- I .
<br />166.53
<br />__ - __
<br />148.36_ ._
<br />- __ -
<br />.__
<br />1183.37
<br />___
<br />396.83
<br />366,74
<br />____
<br />1396.83
<br />J.366.74 �-
<br />,333.06 __
<br />-
<br />296.72
<br />595.25
<br />550.11
<br />_ - -It-
<br />499.59
<br />__
<br />5
<br />44 .09 I
<br />I
<br />1396.83 _
<br />1366.74
<br />- -
<br />'333 - 06
<br />___
<br />296.72
<br />25+HC
<br />37 X 81 1/2
<br />183,37
<br />232.32
<br />183.37
<br />26+HC
<br />27+HC
<br />37 X 90 1/2
<br />102
<br />37 X 1/2
<br />1166.53
<br />148.36
<br />_
<br />210.99
<br />. _
<br />187.97
<br />166-53
<br />__
<br />148.36 - �
<br />317.30
<br />282.68
<br />166.55
<br />148.36
<br />333.06
<br />296.72
<br />_
<br />499.59 1
<br />__
<br />445.09 ,445.09
<br />. I
<br />32+HC
<br />55 1/8 X 51 9/16
<br />. I
<br />88.34
<br />$8.34
<br />122.05
<br />122.05
<br />-
<br />108.11
<br />132.85
<br />132.85
<br />
<br />148.14 ___
<br />189.45
<br />296.28,
<br />444.42
<br />�
<br />296.28
<br />444.42 i
<br /> ---..-
<br />393,06--_
<br />-
<br />444.42
<br />__
<br />393.06
<br />33+HC
<br />53 1/8 X 63 15/16
<br />78.25
<br />-
<br />108.11
<br />- - -1
<br />117.68
<br />I 17.68
<br />. -.-,-
<br />131.02
<br />167.82
<br />262.04
<br />393.06
<br />262.04
<br />34+HC
<br />53 I/A X 76 3/16
<br />74.77
<br />-78.25
<br />74.77
<br />103.30
<br />103.30
<br />112.44
<br />112-44
<br />- . -
<br />108.58
<br />125.12
<br />I 60.35
<br />250.25
<br />375.37
<br />250.25
<br />375.37
<br />375.37
<br />345+HC
<br />53 1/8 X 51 13/16.72.20
<br />-
<br />72.20
<br />99.75
<br />
<br />99.75
<br />-..---- __
<br />108.58
<br />.120.77
<br />154.83
<br />241.55
<br />362.32
<br />241.55
<br />-----------.-.--,-
<br />362.32
<br />362.32
<br />35+HC
<br />53 1/8 X 88 9/16
<br />67.38
<br />-
<br />67.38
<br />93.08
<br />93.08
<br />101.33
<br />____ -Fluz
<br />101.33
<br />.62
<br />144.49
<br />1225.25
<br />-
<br />337.88
<br />- - - -
<br />-
<br />225.25
<br />- -
<br />337.88
<br />337.88
<br />36+14C
<br />153 1/8 X 97 9/16
<br />61.87 __
<br />�
<br />61.87 __
<br />I . 85.48
<br />�5.48
<br />93.04
<br />93.04 1103.33
<br />132.68
<br />206.67
<br />3 10.0 0 12
<br />06.67
<br />310.00 __
<br />31000 -
<br />I------- - _ ; - __ - , .--- _ _____+=1_______
<br />-
<br />6 55.79 155.�� 77.C�7 , �� 7.07 83.90 83.90. __j�13.09 119.64 1186-18 ,279-28 1 I t5b. I b 21S.Z6 I Z79.28
<br />___L_ _ ,
<br />NOTES; '
<br />A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER CASTENIERS ;NTO MASONRY RECUIRED INTERNATIONAL, INC.
<br />AT EACII END USING 1 1/4- LUBEOMENT. FLORIDA EXTRUDERS WETT
<br />'
<br />8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DES" LOAD WHERE
<br />THIS ULTIMATE LOAD IS BASED ON. 1.5 X DESIGN PRESSURL PER 170744'5.4. USE TFE _ -_ - -_ - ..., - SANF0F,j FLO IDA
<br />OPENING'S DESIGN PRESSURE WI?HOUT INCREASE FOR COMPMISJON TO THIS CHART. TITLE: DES I GN PRESSURECAPACITIES FLANGE
<br />C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING 15 THE LOWER '
<br />OF EACH INDIVIDUAL MNOOW'S LABEL RATING, ASTM �1301 CLASS LOAZ RESISTANCE OR MONS - SER. 1000& 1500
<br />THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSNG A MULLION.
<br />EXCEED THE WtNDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINCIOW/CLASS D WN BY: JDH I APPROVED 8 : WAD __
<br />* �
<br />I DESIGN PRESSURE TO GOVERN, [DN_Tii_�� 7i _f� _04- - I SCALE: F I JL I � IDWC.: I HMFLG PGI 21
<br />SERIES 1000 ISO 1500 FIN VERTICAL DESIGN
<br />. T_ .fY
<br />I CAPACITY CAPACITY _t_4�4`(5_TY C�&Zff* �tAPACWY C-A-PACI Y CAPACI F-7TIFA
<br />WINDO IWINDOW 2X1/8 1X2X318 1)(2X3/8 IX2 7/16XI/8 IX2 7/16XI/8 I-X2 7/16X3/SIX2
<br />CALLW I T P-TO-TIP TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL
<br />SIZE SIZE 2 ANCHORS 4 ANCHORS 2 ANCHO
<br />SECT, A-A(I) SECT. A-A(l) I SECT. A-A(2) SECT, A-A(2) SECT. A-A(3) SECT. A -A(& SECT. A-A(4)
<br />PRESSURE CAPACITIES IN PSF
<br />017 -
<br />7/16X3/8
<br />TUBE MUL
<br />4 ANCH*
<br />SECT. A-A(4)
<br />-A 1T-
<br />_C PAt Y
<br />IX4XI/8
<br />TUBE MULL
<br />A ANCHORS
<br />SECT, A-!g5)
<br />APA
<br />C t77-
<br />TUBE MU
<br />6 ANCHOUL
<br />SECT. A-A(S)
<br />CAPACITY
<br />TUS&CM
<br />4 ,&I�
<br />SECT. A-A(6)
<br />--T-
<br />CAPACI Y
<br />X4X3/8
<br />TVBE C�IU
<br />AN ,kL
<br />SECT, A-A(6)
<br />CAPA C
<br />2X4X3/8
<br />TVBE MULL
<br />ANCHORS
<br />SECT. A-AQL
<br />12
<br />18 1/8 X 25
<br />201.63
<br />__
<br />403.67
<br />2011.83
<br />403.67
<br />-
<br />201.S3
<br />403.67 i201.83
<br />___
<br />403.67
<br />___ - -
<br />403,67
<br />605.50
<br />403.67
<br />605.50
<br />1605.50
<br />13
<br />t f
<br />125.78
<br />251.57
<br />125.78
<br />251.57 .
<br />125.78 __
<br />251.57 1125.78
<br />251.57
<br />251.57 -
<br />377.56
<br />251.57 -
<br />377.36
<br />I ,377.36
<br />-
<br />14.__18
<br />1/8 X 49 5/1!
<br />91.61
<br />129.63
<br />91.61
<br />178.41
<br />91.61 ___
<br />183.23
<br />L9l..6I__ --183.23
<br />_____
<br />183.23
<br />274.84
<br />183.23
<br />274.84
<br />274.84
<br />1A5
<br />18 1/8 X 55 1/1
<br />81.45
<br />92,98
<br />81.45
<br />127.97
<br />81.45
<br />136.55 181.45
<br />162.91
<br />162.91
<br />244.36
<br />162.91
<br />244.36
<br />244.36 _
<br />15 -
<br />-.--
<br />18 1
<br />65.16
<br />71.88
<br />89.68
<br />71,88
<br />95.70
<br />171.88
<br />,135.52
<br />143.77
<br />215.66
<br />143.77
<br />215.66
<br />215.66
<br />1
<br />16 1
<br />18 1/8 X 71
<br />.
<br />42.96
<br />42.96 159.13
<br />59.13
<br />62.i5 ___
<br />63.09
<br />j62.115
<br />89-35
<br />124.30
<br />186.46
<br />124.30
<br />186.46
<br />-
<br />186.46
<br />-
<br />17 1
<br />I 126.63
<br />26.63
<br />36.65
<br />36.65
<br />! 39.1 1
<br />39.11
<br />. 52.64
<br />55.38
<br />1-05.29
<br />128.92
<br />1105.29
<br />157.94
<br />-
<br />157.94
<br />__ -
<br />IIH2
<br />25 1/2 X 25
<br />157.66
<br />31 5.32
<br />157.66
<br />315.32
<br />I __
<br />157.66 -
<br />- 315.32
<br />- __
<br />157.66
<br />315.32
<br />315.32 -,
<br />472.98
<br />. .__.....__
<br />3 15.32
<br />472.98
<br />1
<br />472.98
<br />IH3
<br />25 1/2 X 37 3/8
<br />- 94.72
<br />189.44
<br />94.72
<br />189.44
<br />94.72 -
<br />189.44
<br />94.72
<br />189.44
<br />189.44
<br />284.17
<br />189.44
<br />284.17
<br />1284.17
<br />.
<br />IH4
<br />25 1/2 X 49 5/8
<br />67.89
<br />96.07
<br />67.89
<br />-
<br />132.22
<br />___
<br />67.89
<br />135.79 -
<br />67.89
<br />135.79
<br />.135.79
<br />203.68
<br />135.79
<br />203.68
<br />203.68
<br />11H45
<br />25 1/2 X 55 I/
<br />60.08
<br />68.58
<br />60.08
<br />94.39
<br />60.08
<br />100.72
<br />60.08
<br />120.16
<br />120.16
<br />180.24
<br />120.16
<br />180.24
<br />180.24
<br />IHS
<br />25 1/2 X 62
<br />,47.85
<br />47.85
<br />52.79
<br />65.86
<br />52.79
<br />70.28
<br />-
<br />52.79
<br />99.52
<br />105.58--1158.37
<br />1105.58
<br />1 58.37
<br />158.37 1
<br />11,16
<br />31.40
<br />31.40
<br />43.22
<br />43,22
<br />45.43
<br />46.12 .
<br />45.43
<br />65.32
<br />90.87 -
<br />1.36-3 L. -
<br />. .
<br />90.87
<br />136.31
<br />136.31
<br />I
<br />i8 - __
<br />26.67 -
<br />26.67 �
<br />28.46 -
<br />-
<br />28�4 � 6 ,
<br />I:-
<br />38.32
<br />40.31 __
<br />76.64
<br />.- -,-
<br />93 .84
<br />76.64 -
<br />114.96
<br />.------- _._
<br />114.96
<br />- ---
<br />22
<br />130
<br />260
<br />130
<br />__
<br />260
<br />130
<br />260 __ -
<br />. 146.60
<br />130
<br />260
<br />260
<br />390
<br />i260
<br />910 i390
<br />I ____
<br />i 219.91 ; 219.91
<br />- ____ I
<br />1153.60 153.60
<br />23
<br />I-
<br />73.30
<br />146.60
<br />__._
<br />73.30
<br />__
<br />146,60
<br />-
<br />73.30
<br />_
<br />73.30
<br />146.60 ___
<br />146.60 - -
<br />102.40 _,_.
<br />V�� 0
<br />219 91
<br /> _____4____
<br />1 53, 60 _
<br />134.91
<br />I .11�_
<br />IT 46.60
<br />1102.40
<br />51.20
<br />-
<br />72.44
<br />5 1.20
<br />99.71
<br />51.20
<br />-
<br />102.40
<br />51.20
<br />102.40
<br />__24_
<br />245
<br />-
<br />36 X 55 1/4
<br />__
<br />44.97
<br />-
<br />5 1.33
<br />44.97
<br />70.65
<br />44.97
<br />75.39
<br />44.97
<br />89.94
<br /> - -----
<br />73.98
<br />89.94
<br /> - ----
<br />78.49
<br />:
<br />t 89.94
<br />1134.91
<br />- ._._.____________
<br />117,73
<br />134.91
<br />117.73
<br />25
<br />35.57
<br />35.57
<br />39.24
<br />48.96
<br />39-24
<br />. .
<br />33.54
<br />52.24
<br />. "', . ..... � -------
<br />34.05
<br />, L, L
<br />39.24
<br />_-
<br />117.73
<br />__ __
<br />78.49
<br />-
<br />23.19
<br />123.19
<br />-
<br />31.91
<br />,
<br />31.91
<br />- -
<br />33.54
<br />48.22-
<br />67.09
<br />100.64
<br />67.09
<br />100.64
<br />100.64
<br />27
<br />, 36 X 83
<br />1 4.21
<br />.
<br />I 14.21
<br />19.56
<br />1 9.56
<br />20.88 - ----
<br />20.88 -
<br />-
<br />29.5L'6-'--'- ' '.
<br />29.56 .
<br />I 56,21 -
<br />68.83
<br />56.21
<br />84.32 -
<br />84.32 ______ -
<br />zwz�
<br />- _ - -
<br />32
<br />52 1/8 X 25
<br />114.92
<br />229.84
<br />114.92
<br />2 29-84
<br />" 4.92
<br />_
<br />114.92
<br />229.84
<br />229.84
<br />344.77
<br />-
<br />229.54 1
<br />- 344.77
<br />344.77
<br />33
<br />52 1/8 X 37 3/8
<br />59.01
<br />1 18.02
<br />59.01
<br />118.02
<br />-.229.84-
<br />59.01
<br />118.02
<br />59.01
<br />118.02
<br />118.02 _
<br />177.03
<br />-
<br />116.02 .
<br />�770' 3
<br />177.03
<br />34
<br />52 1 /8 X 49 5/8
<br />39.25
<br />_
<br />55.54
<br />39.25 __ _L
<br />76.45
<br />39.25
<br />-1-39-25
<br />78.51
<br />
<br />78.5 1
<br />68.05
<br />78.51
<br />- - 1 .__
<br />68.05
<br />117.76
<br />-.-.----
<br />102.07
<br />78.51
<br />--.--.--
<br />68.05
<br />117.76
<br />. . _ __
<br />102.07
<br />117.76
<br />_____ - _
<br />102.07
<br />-
<br />345
<br />52 1/8 X 55 1/434.02
<br />38.84
<br />34,02
<br />53.4-5,.-
<br />34.02
<br />57,04 --134.02
<br />35
<br />I 52 1/8 X 62
<br />,26-59
<br />.26.59
<br />__
<br />129.3 3
<br />36.60
<br />39-05
<br />29.33
<br />.55.30
<br />58.67 -
<br />88.00 __1
<br />58.67
<br />88.00
<br />88.00
<br />.29.33
<br />- -
<br />36 1 52 1/8 X 71 1 1 T.1 3 17.13 - -123.57 23.57 24.78 25.t 5 24.78 135.62 [�,9_5r. 74.34 49.56 7434 74 34
<br />1 __1Y__ . ' _ '4*j"` - ___
<br />1.59 .06' _' J50.27 41.06 "_ - __J�6�159
<br />37 1 52 1/8 X 83 110.38 _1 10.38 114.29 114.29 15.25 15.25 141 ' �� 1.59 _
<br />_. __�q..5.3
<br />NOTES;
<br />A) MJMBER OF AKFQRS NOTED ARE FOR 08 WOOD SCREWS INTO WOOD FRAM#MG D Q INTERNATIONAL, INC
<br />REOUIRED AT EACH END USING 1 1/8- EMBEDMENT, FLORIDA EXTRUDEI%-) 2540 JEWETT LANE
<br />8) PRESSURES GNEM IN PSF ARE POR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE
<br />THOS ULTIMATE LOAD IS BASED ON 1.5 X OESGN PRESSURE PER 1707.4.5.4. USE THE SANFQaD, FLORIjQA
<br />OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPAIRISION TO THIS CHART. TITLE: DES I GN PRESSURE CAPACITIES FIN
<br />C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER
<br />OF EACH INDI'VIDUAL VANDOW'S LABEL RATING, ASTM E1300 GLASS LOAD RESISTANCE OR S -- SER. 1000 & 1500
<br />THE LOAP RATING OF THE MULLION PER THIS DRAWTNC. WHEN CHOISING A MULLION,
<br />FXr,FFfl TMF WINr)OW/r,IA5S DFSKN PRF!q1;tiRF. THFRFRy rAuiwc, THF wiNmw/mAss DRAWN By. JBH [ APPROVED BY: WAD
<br />- DESIGN PRESSURE TO GOVERN. I iDATF-(i/I7/()4 JSCALE�FULI_ IDWG: I VMF 1 N PG 2
<br />1000 P.W./DESIGNER - 1000 P ' W /DESIGNl7Q TYPICAL MULLION TO CONCRETE 0 JAMB
<br />FSILL (TYP) SILL (TYR) (APPLIES TO JAMI,3 WHERE I" X 4" ,zZ3-n OETAIL
<br />& 2" X 4" TUBE MULLIONS ARE USED)
<br />,
<br />i I - No X 3/4 SELF 1
<br />9 /-*TAPPING ENS TAPPING SMS I
<br />11 L // CONCR OY .
<br />L_ - - "I" ,
<br />! I X 2 X Life I - I X 2 X 3/9 - --- ,,.,-INSTALLATION ANCHOR 3/lf,* DIA
<br />I TUBE MULLION TAPPER SCREW ANCHOR 00)
<br />F-01
<br />- � EXTERNAL MLLLION
<br />SEALANT BETWEIF.M / r 6 j TUBE MULLION -77 ,�,
<br />WINDOW F'LANGES-- WOOD INSTALLATION CLIP
<br />& MULLION - I .
<br />- I I .
<br />. r I - I
<br />N 1, 1, I � '�' I � - ____ ----. r-
<br />, .. � \ I � __i��
<br />SEALANT BETWEEN � fi
<br />WINDOW Fl AW,FS __1
<br />S MULLION \- 1000 S.H. TAPPING SHE \ - l000 S.H TAPPIW, SHE - 1000 P.W./DESIGNLR I - MULLION
<br />HEAD (TYP.) HEAD (TYP.) .
<br />SEALANT BETWEEN f SILL (TYP.> I
<br />INDOW FLAN'jES SECTION A -A (1) SEQTION A -A �2)
<br />IL MULLION i , �
<br />W r- 100C RW./DCSIGNIEP r-1000 P.W./DESIGNER /_ TAPPING EMS �
<br />iSILL (TYP.) SILL (TYP) �i ,- e X 4 X 3/e �
<br />480 X J/4 SLLi OU X J/4 SL0 -- TUBE MULLION ,� �i
<br />TAPPING EMS TAPPING SHE 14F �r-,Y�l / r\--j
<br />I Y 2 7/16 X 1/6 a 7/[G 1 3111 �,� F ----..-.,--
<br />� �F_1119 SCALANT WTV I � M
<br />\ q WNDOV FLANGE ,\ I : - -
<br />\V_ - SEALANT BETWEEN ; /'- IX & KULLICh \ I _____1 .
<br />r---JOq /, TUBE MULLION "W"I // TUBE MUI LION EE N / 11 , I � L 1 1/4' MIN
<br />A " I \
<br />� WINDOW FLANGES A I I I -------
<br />I& MULLION � A 11 __
<br />L ______j ., 11
<br />, I - , I
<br />1�_b _j_1j__ i _� 2LI-A L'__2 -\ '
<br />L 0 - 4 \
<br />\ I � , ff'0/ A� �
<br />- I �
<br />11
<br />.
<br />I \ � \\-- , B X 314 SELF , \ :
<br />�_' go X 3/4 SELF 17 I ..".. ____
<br />\_ 1000 S,H. TAPPING SHE \.- 1000 S.H. TAPPING EMS � \- 08 X Z/4 SELF \ -J 11 I A I I
<br />HEAD (TYP.) HEAD (TYP', \ TAPPING SmS I
<br />\_ - A (7) 1 !
<br />SEALANT BETWEEN .SECTION A -A (3) 5FQ A I I I
<br />WINDOW FLANGES .,T!QN -A (4 1000 S.H. SECTION A
<br />7 & MULLION HEAD (TYP) I I
<br />% r- 1000 P'V./DF-SIGNER SEALANT BETWCEN - loco P.W./DESIGNER . I L�1_1111
<br />SILL (TYP.) WINDOW FLANGES -, SILL (TYP.) 1. I
<br />/-It L MULLION e Vloyne A. elock. P-E. ELEVATIO
<br />TAPPING SmS /_ TAPPING SMS �
<br />,
<br />P
<br />L / - I X 4 X 1/8 T ��' � I X 4 X 3/ VIEWED FROM EXTERIOR
<br />8 Clermoot, FL 34711
<br />�91 //' IUBL MULLIUN / TUBE MULL'.ON[ FL L;cense No. 521553 1 S INTERNATIONAL, INC.
<br />. - - _7 FLORIDA EXTRUDER 2540 JEWETT LANE
<br />\ I I SANFORD, FLORIDA
<br />I i -
<br />\ F-1--i - , I . I ,I; � __ iITLE-S�,T
<br />__j ,__� I -1
<br />( - �� � ", �.
<br />, � . _C �, , � I
<br />.. , -
<br />- � I
<br />\\_ \ � I -1 z SEE OTHER SIDE ',SHEET 2 OF ?) FFIR
<br />��,
<br />\_ .. I 4� � "83 .
<br />-
<br />\_ tOOO S.H. TAPPING EMS \_ 1000 S.H TAPPING SHE 1� I t im. .� .
<br />1z, OnQl' ,
<br />MCAD (TYP.) HEAD (TYP.) � , . __ __ __ -
<br />,
<br />I . - � , I \ , �,�_ �F , ,DRAWN BY:M.SH I APPROVED BY: WAD -------
<br />SECTION L::- � O (Q I . "NA1. " - IDATE:6/17/04 JSCALE:NTS IDWG.: I HMF� G
<br />. SERIES 1000 & 1500 FLANGE VERTICAL
<br />DESIGN PRESSURE CAPACITIES IN PSF
<br />WINDOW
<br />CALL
<br />SIZE
<br />----. -
<br />WINDOW
<br />TIP -TO -TIP
<br />SIZE
<br />CAPACITY
<br />TUBE MULL
<br />2 ANCHORS
<br />SECT. A-A(I)
<br />CAPACITY -
<br />TUBE MULL
<br />4 ANCHORS
<br />IECT. A-A(t)
<br />CAPACITY
<br />XZX3/8
<br />TUBE MULL
<br />2 ANCHORS
<br />SECT. A-A(2)
<br />CAPACITY
<br />1 X2X3/8
<br />TUBE MULL
<br />SECT. A -Al
<br />CAPAdTY_
<br />IX2 7/16Xl/8
<br />TUBE MULL
<br />2 ANCHORS
<br />SECT. A-A(3)
<br />CAPACITY
<br />IX2 7/16XI/8
<br />TUBE MULL
<br />4 ANCHORS
<br />SECT. A-A(3)
<br />-C-APA I
<br />A I
<br />iX2 7/16X3/8
<br />'=72
<br />/
<br />,E .6.3'8'X
<br />TUBE MULL
<br />AN MULL
<br />'MO."
<br />2 ANCHORS
<br />SECT, A-A(4)
<br />CA A I Y
<br />CAPACITY
<br />7 6X.5/6
<br />/ "X'15
<br />T' . AN M
<br />TUBE MULL
<br />JBE I ' ULL
<br />A ANCHORS
<br />'No S
<br />SECT. A- %
<br />CAPACITY
<br />1X4X1/8
<br />TUBE MULL
<br />N
<br />SECT. A-A(5)
<br />CAPA ITY
<br />1X4X
<br />TUBE MULL
<br />6 ANCHORS
<br />I SECT. A-A(5)
<br />APA Y
<br />TUBE MULL
<br />4 ANCHORS
<br />SECT. A -A($)
<br />C __
<br />X4X3/8
<br />TUBE MULL
<br />1 6 ANCHORS
<br />I SECT, A-A(6
<br />CAP CiT
<br />2X4X3/8
<br />TUBE MULL
<br />6 ANCHORS
<br />I SECT. A-A(7)
<br />___ .-
<br />12
<br />19 1/8 X 26
<br />336.52
<br />732.42
<br />336.52
<br />692.83
<br />336.52
<br />732.42
<br />336.52
<br />732.42
<br />791.81
<br />� -
<br />1187.72
<br />__ I __
<br />791.81
<br />1187.72
<br />1740.20
<br />.
<br />1187.72
<br />13 �,
<br />9 I /a X 35 3/1]
<br />209.72 .317.66
<br />-
<br />209.72
<br />429.55
<br />209.72
<br />456.46
<br />209.72
<br />456.46
<br />493.47
<br />740.20
<br />493.47
<br />740.20
<br />14
<br />i9 1/8 X So 5/8
<br />i31.23 I
<br />L-31.23
<br />152.75
<br />1177.46
<br />152.75 1193.92
<br />_
<br />152.75
<br />-
<br />271.83
<br />.359.41
<br />539.12
<br />-
<br />359.41
<br />.-----.------
<br />539.12
<br />539.1 2
<br />1
<br />94-13
<br />94.13
<br />,_.
<br />127.29
<br />127.29
<br />135.81 1139.09
<br />--T97.48
<br />135.81
<br />194.97
<br />319.55
<br />460.17
<br />319.55
<br />479.33
<br />-
<br />479,33
<br />15
<br />i9 1/8 X 63
<br />65.97
<br />65.97
<br />89.21
<br />a9.21
<br />97.48
<br />119.85
<br />- -
<br />136.64
<br />...--.-.--,
<br />90.09
<br />282.02 _ _7
<br />- -I..----- - -_ I-,-
<br />12i2.62
<br />423.03
<br />__ --.-,---
<br />I i 212.62
<br />282.02
<br />423.03
<br />423.03
<br />_____ -
<br />16
<br />19 1/8 X 72
<br />43.49
<br />43.49
<br />58.8 1
<br />58.81
<br />I
<br />64.27
<br />64.27
<br />90.09
<br />-,---.,.
<br />296.98
<br />__
<br />296.98
<br />i �
<br />,365.75
<br />_
<br />17
<br />19 1/8 X 84
<br />-
<br />26.96
<br />36.45
<br />36.45
<br />- -
<br />39.83 it
<br />3 9 � ,93
<br />55.84
<br />55.84
<br />131.79
<br />131-79
<br />. 184�08_
<br />184,08
<br />1294,03 ___
<br />927.78
<br />1H2
<br />1
<br />26 1/2 X 26
<br />___ -
<br />262,87
<br />-26.96
<br />-1. --
<br />572.13
<br />_____
<br />262.87
<br />,- -
<br />541.20
<br />262,87
<br />572.13
<br />262.87
<br />572.13
<br />.
<br />618.52
<br />1
<br />927.78
<br />615.52
<br />927.78
<br />IH3
<br />26 1/2 X 38 3/8
<br />157.93
<br />239.21 -
<br />1-57.93
<br />323.48
<br />157.93
<br />343.74
<br />I 57.93-
<br />343.74
<br />37 1.61
<br />557.41
<br />371.61
<br />557.41
<br />557.41
<br />IH4
<br />26 1/2 X 50 5/8
<br />97.25
<br />97.25
<br />113.20
<br />131.51
<br />113.20
<br />143.71
<br />113.20
<br />__ -
<br />100.17
<br />20 1.45
<br />__________1__.____
<br />1143.81
<br />266.35_ ___
<br />1 t
<br />: 235.70
<br />399.53
<br />_____ ______,__,____.___
<br />266.35
<br />235.70
<br />.53
<br />-
<br />399.53
<br />11145
<br />26 1/2 X 56 I/
<br />69.42,
<br />69,43
<br />93.80
<br />93.59
<br />100.17 __
<br />102.59
<br />- ___
<br />1339.42
<br />353.55
<br />35 "'55
<br />11-15
<br />26 1/2 X 53
<br />48.44
<br />48.44
<br />65.51
<br />65.51
<br />71.58
<br />7 1.58
<br />58.01
<br />100.34
<br />I
<br />1207.10
<br />236.83
<br />20.10
<br />- -
<br />310.65
<br />_ ___
<br />,310.65
<br />- '_
<br />H6
<br />26 1/2 X 72
<br />31.79
<br />31.79
<br />4 ' 2.99
<br />42-99
<br />46.98
<br />46.98
<br />165.86
<br />65.86
<br />1155.44
<br />155.44
<br />1217.11
<br />217.11
<br />267.38
<br />-1
<br />IH7_
<br />26 1/2 X 84
<br />19.62
<br />19.62
<br />2 '6.53
<br />26.53
<br />28.99
<br />28.99 __
<br />40.64
<br />40,64
<br />195.93
<br />95.93
<br />133.99
<br />133,99
<br />__
<br />1214.02'" -
<br />22
<br />216.75
<br />471.75
<br />216.75
<br />471.75
<br />216.75
<br />471.75
<br />___ __
<br />266.00
<br />-
<br />216.75
<br />- ____1
<br />P � 471.75
<br />-
<br />51 0
<br />765
<br />510
<br />765
<br />.-..-
<br />765
<br />- ___ __ . __..
<br />431.36
<br />23
<br />37 X 38 3/8
<br />1 22.22
<br />_
<br />185.12
<br />.1-1-
<br />122.22
<br />-.-.-.-.-- --------
<br />250.32
<br />122-22
<br />122.22
<br />__
<br />1266.00 -
<br />___
<br />287.57
<br />___
<br />431.36
<br />287.57
<br />-
<br />431,36
<br />24
<br />73.34
<br />_
<br />73.34
<br />a
<br />85.36
<br />99.17
<br />85.36
<br />I 108,37
<br />185.36
<br />1 151.91
<br />200.86
<br />301.29
<br />
<br />.200.86
<br />30 1.29
<br />-
<br />1301.29
<br />245
<br />37 X 56 1/4
<br />51.97
<br />5i.97
<br />70-28
<br />70.28
<br />�74.98
<br />76.79
<br />174.98
<br />107.65- __
<br />176.43
<br />254.07
<br />1 176.43
<br />264.64
<br />;
<br />i 264.64
<br />25
<br />3f
<br />0.70
<br />48.70
<br />53.2 1
<br />5 .21
<br />65,43
<br />i 74.59
<br />1 53.96___
<br />76.06
<br />P
<br />1 I 53.96
<br />: 230.9 4
<br />it 230.94
<br />-
<br />26
<br />37 X 72
<br />23.47
<br />1 23.47
<br />31.74
<br />__
<br />i 31.74
<br />34.69
<br />_
<br />34.69 1
<br />-4- 8-6-2 ____
<br />: - ---- - ----".----
<br />_4862
<br />'
<br />114�76
<br />_1
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<br />114.76
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<br />131.61
<br />I -
<br />! 160.30
<br />197.41
<br />-
<br />27
<br />1 4.39
<br />___.____.___.....
<br />14.39
<br />19.46
<br />__
<br />19.46
<br />__
<br />21.26
<br />2 1.26 __ .
<br />.
<br />129.81
<br />- -
<br />-
<br />�29*.Bl
<br />w�
<br />__
<br />70.36
<br />- - __ - -1 -
<br />_ _
<br />70.36
<br />_ _. -
<br />__
<br />ga.27
<br />I- - ---- ---
<br />198.27
<br />-
<br />156.97 1
<br />32
<br />53 1/8 X 26
<br />191.61
<br />417.04
<br />191.61
<br />394.49 . __
<br />201.51
<br />-
<br />1 1.61
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<br />�:5.45
<br />417.04
<br />__
<br />191.61
<br />417.04
<br />450,85
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<br />676.28
<br />676.28
<br />__ __ ,
<br />347.25 ___ -
<br />23 1.01
<br />- - - __
<br />33
<br />53 1 /B X 38 3/8
<br />98.38
<br />149-02
<br />98.38
<br />-
<br />.______
<br />214.14
<br />
<br />9&38
<br />-
<br />214.14
<br />_
<br />- _
<br />231.50
<br />-
<br />347. 25
<br />I
<br />I '231.50
<br />I _______,__,
<br />i 347.25
<br /> '*-----------"-
<br />231,01
<br />34
<br />345
<br />53 1 /8 X 50 5/8
<br />53 1 /8 X 56 1/4
<br />56,23 -
<br />39.32
<br />-56,23
<br />.32
<br />- _
<br />65.45
<br />,_ , _
<br />76,04
<br />. ... . ....
<br />___ � ___ -
<br />� 83,09
<br />__ ___ -.- _
<br />65.45
<br />_____ _
<br />116.47
<br />--.-- ____
<br />154.00
<br />_.... ,. .
<br />231.01
<br />1154.00 . �
<br />53.17
<br />53.17 __
<br />36.40 .
<br />56.73
<br />58.10
<br />56.73
<br />81.44
<br />133.48
<br />192.22
<br />1133.48 i
<br />200.23 ,200.23
<br />35
<br />53 11/8 X 63
<br />26.92
<br />26.92
<br />36.40
<br />39.78
<br />139.78
<br />-
<br />48.9 1 __
<br />115.08
<br />13 1.60
<br />115.08 1172
<br />i
<br />1 63
<br />172.63 .
<br />/8 X 72
<br />1 7.34
<br />17.34
<br />I 23.45
<br />23.45
<br />25.62
<br />125.62
<br />35.92
<br />-
<br />-
<br />184.77
<br />-
<br />97.21
<br />
<br />37 _L 53 1 /a _X 84 _ 10.51 10.51 114.21___ 14.21_ _ 1155.5533 [15.5.3 1. 21.77 , 121.717. .
<br />NOTES.
<br />A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED
<br />AT EACH END USING I IJ4' EMBEDMENT.
<br />8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MLXUON DESIGN LOAD WHERE
<br />THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.541. USE THE
<br />OKNING'S DE54N PRESSURE WITHOUT INCREASE FOR COMPARISON TO THIS CHART. . .
<br />C) THE MULLED WINDOW ASSEMBILY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER
<br />OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM EI-30C GLASS LOAD RESISTANCE OR
<br />THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION,
<br />EXCEED THE WLNDOW/CLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS
<br />DESIGN PRESSURE TO GOVERN.
<br />__ _1.11_8.,�_I_ __1.45.82
<br />151.39 _ J51.39 71.78 71.78 120-81
<br />INTERNATIONAL. INC'
<br />FLORIDA EXTRUDERS 2540 JEWETT LANE
<br />SANFORD. _LLOUja
<br />TITLE: DF S I GN PRESSURE CAPACITIE
<br />,
<br />DRAWN i3y JBH APPROVED BY: WAD
<br />- __77 _F L I I , .
<br />[DATF- 671 /ff�7 .SCiCC-'f� lj___ __[Di(_;__ V__ - _P___ - __
<br />561111121111MIL DANSCO
<br />1:
<br />ENGINEERING, LLC
<br />ii
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoenginee�ng.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 />AL SITE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRA"NG ONLY.
<br />02007-THESE DRAININGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LILC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />-
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />_
<br />-
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