|
ZI
<br />1000 P ' W /DESIGr4CR
<br />SI-L (TYP.)
<br />/-#a X 3/4 tSELF
<br />/ I TAPPING S 4S
<br />/- 1 X 2 X 1/8
<br />TUBE MULLION
<br />5FALAN T BFTVEEN
<br />'.'TNDC',J F1 ANGES -
<br />5 L 4LLLION
<br />1000 F.W./DESIGN-7F, �'UXILIARY PLAT
<br />SILL '-YP.) 11 OR -1 TIONAL P4<P9, IFIEN RCMAKD)
<br />-
<br />(�__ I
<br />I
<br />,
<br />- , DETAIL C
<br />�
<br />/ TAPPING SMS i
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<br />�
<br />/ Z7 ___ - �
<br />(D) 11-D �
<br />I X 2 X 3/0 [_=___ 7z.17_1_____ �,
<br />7 II
<br />// T IJBE MULLION 11ULL ION -/ I i r
<br />T �_ I I
<br />0 i
<br />I SEALANT fiETWEENJ u L \
<br />1�i,%DQW r'l-ANGES � - EL
<br />& MUILLION - 1000 SIT S \-- 10-0 SJ� TAPP"'-'� SMS
<br />HEA� (TYP,) HEAD (TYR.)
<br />S BETWEEN
<br />�__ ,EALAN7 ' SEC-110N A -A (2�,
<br />'dIN[TOV FLANGES SEC710N A -A I, L�
<br />& MULLION
<br />\ F 1000 P�W/DESICNER 1000 P.W ,1 DESIGNER
<br />\ ii SILL. 'TYP.) [-SILL (TYP.)
<br />I .
<br />� i TS X 3/4 SELF I I- 48 ".
<br />� TAPPING SMS / TAPPING SMS
<br />, - "
<br />\ A;11 - I X 2 1/16 y 1/8 111, 3118
<br />�� 1, i- I X P 7 /I E, X
<br />,
<br />I
<br />\ r . r 4 TUBE MULLIEN in - CIF] / TUBE MULLION
<br />I I ;� �
<br />\ III Ij __ il / I, / /
<br />I
<br />,
<br />- � I __
<br />��� / :ALANT /
<br />I SE
<br />r BETWEEN --,'
<br />V ALA . WEEN WiNDOw FLANGE "
<br />WIND12W FLANGES--/ I \
<br />\6 � & MULLION , �___ 1,__ & MULL ON \ 1�
<br />I� IT- !-L I
<br />: 41- I -
<br />� I
<br />. ___j il I � \
<br />, -
<br />I � I -
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<br />HEAD 'TYP'� HEAD ,TYP.)
<br />EALANT ' N Srr-T1Qt,I A -A, f7�
<br />St _1E T'.1E E _ \1 �
<br />�-- WINDOW' FLANGE�" _,_��11_21� �11 ,ECTION A -A (4
<br />\ & MULLION
<br />I \ 100( , I PW � ,DESIGNER ' SEALANT BE7WEE:N -1000 P.W./DESIGNER
<br />SILL (-,:fP,) ./INDEXW FLANGES SILL <TYP.)
<br />& MULLION / -
<br />\ 7 - TAPPING SMS I
<br />\ �1 ." � X 4 X 1/8 I �L - / /- 1 X 4 X 3,,'g 1
<br />� -NTv7----5FJ1 / I '7t
<br />I If Vf ---- I,I�Fj I / TUBE MU_LIONI
<br />_
<br />\ �_ loof, S.H. TAPPING SMS
<br />�IEAD, �TYP.)
<br />SEC-'iQ11j.. .A -.-.A.. (5)
<br />\ � loco S.P., TAPPING SMS
<br />HEAD (TYR.)
<br />QECTi,QN A -A (6)
<br />TWO BY ,.,DOD
<br />- ___
<br />APPLIES TO HEAD & SI�L WHERE I - X 4`
<br />& 2" X 4" TUBE MULLION
<br />I
<br />� 'N -
<br />I 1 / /- SHEATHING
<br />�
<br />IINSTALLATION ANCHCR #8 WOOD
<br />�_ .. SCREW (TYP.)
<br />EXTERNAL MULLION
<br />L= INSTALLATION CI IF
<br />1000 P�W,/DESIGNCR - - r I \-- MULLION
<br />SILL (TYP.) It! =:::__
<br />Ii 1YL_LAiL__C-\ /_4:&"
<br />/ TAPPINC, SMS 11 I -1
<br />F_,iwl I /_ a 1 _�Ll �\ - , �
<br />i )f / TUBE MULL ION i I I � _71 �_ /
<br />I
<br />. ; --- I----,--- - ______ - ----------- - 7 ! I
<br />-- - --- -
<br />I -1 L 1 1/8' - MIN I I Lfll_�
<br />EMB�DMFNTI CLEVATIO'-
<br />� - --- ----------- -4 I VIEWCU FROM �XTERI09
<br />__ a _.__j i _. . - X ,
<br />- --- DETAII, APPLIES TO HEAD & SILL WH�RE V "
<br />i - Fol .IkVm,t� & I- X 2 7/le- TUBE MULLIONS ARE USED
<br />�J,,
<br />_ U wofiIvs -hery ��AtFt ---\
<br />I., `Hizo,fal Ci I P .!
<br />'S ,ot z_itot:�C, I
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<br />'t i� �Cpt.bl�
<br />.� e IW.T
<br />I .
<br />� - � �Z_,%LATIDN A.'rPOR
<br />- I-k.4.6on Clip' - I, VOLID SCREV
<br />- 1000 S.H. .SECTION A --A (7) .. .h.- ;,, __ �T'P)
<br />HLAID (TYR,) Detoil C. �- HCR12 CLIP
<br />W-yn� A. Block, P_ E. 7 I �_,
<br />548 R H.y 27 1/8, HIM
<br />Cloont, FL 34711 __ FHOEDMENT
<br />FL _,,�ense No. 52583 - - - __ - __
<br />S 254D JEWE17 LANE
<br />FLORIDA EXTRUDER SANFORD, FLORIDA
<br />INTERNATIONAL. INC. ____ ____ - ____ ___ �
<br />IJ - , .. ., � _,4. q0, TITLE: SER, 1000/1500 FIN SHEET 1 Oc a
<br />I �N4 ., "'i t ,. 17- HORIZONTAL MULLION SECTIONS
<br />1 4.
<br />1 - SEE OTHER SIDE (SH
<br />1 - 52- " � APACITIES -
<br />et- M )"- - ,� . I
<br />C .�.o , 71
<br />" . � - WAB
<br />- I IDRAWN 13Y:M�H I APPROVED BY
<br />�,�,._ ________
<br />\1 - - 'SCALE: NTS DWG�; 1 HM,- I N
<br />-7 _,.�,4,�;,'�; [DATE 6, / �11 /04 ;
<br />.
<br />__
<br />SERIES 1000 & 1500 FIN SINGLE HUNG
<br />WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES
<br />---
<br />IN PSF
<br />- _7__1______,r_ .1 .
<br />11 -
<br />I CAPACITY , CAPACITY CAPACITY I CAPACITY r, PACITY
<br />WINDOW WINDOW NIT IX2XI/8 2 X 1/8 1 X2X3/8 I X2X3/8 IX2 7/16XI/8
<br />CALL BUCK I 1
<br />CAPACITY I CAPACITY CAPACITY CAPACITY
<br />1)(2 7/I6XI/ X2 7/16X3/8 I X4X 1 /8
<br />11 CAPACITY
<br />1 I X4X 1 /8
<br />TUSE
<br />CAPACITY CAPACITY ! CAPACITY
<br />1 X4X3/8 I X4X3/8 � 2X4X3/8
<br />TUBE MIULL TUBE MULL TUBE
<br />LIUX
<br />MULL TUBE !TUBE MULL
<br />- T 13E MULL
<br />'7 iTUBE MUIL
<br />TUBE MULL
<br />TUBE MULL !TUBE
<br />MULL
<br />TUBE MULL
<br />TUBE MULL
<br />MULL
<br />MULL
<br />I
<br />SIZE Siz 1 2 ANCHORS CHORS NRS
<br />, A N
<br />2 ANCHORS
<br />C
<br />RS
<br />N
<br />i ,CT
<br />I - � -Af2)1
<br />__ - _U�L._ A::��JZU Y
<br />__
<br />- - . .- I SECT._,A �A,(j) _ _ _A_-�_(D.j ,ECT. A
<br />SECT. A-A(3);
<br />SECT. A-4K3)1
<br />FrT. A--A(4)
<br />SECT. A-A(4)
<br />SECT, A -At")
<br />[ StCl. A-Aj��L
<br />_
<br />SECT. A-4�6) SECT. A-A(6) SECT. A -A 7
<br />U1.
<br />i
<br />-
<br />12+HC
<br /> ___._ . I.
<br />18 1/8 X 34 9/161428.17
<br />- .. .
<br />856�35 1
<br />-1
<br />428.17
<br />- ------- �� ___ -
<br />856,35 i i
<br />- -
<br />428.17 1
<br />856.35 1
<br />428,17
<br />856.35
<br />a56.35
<br />I
<br />� 1 254,53
<br />-
<br />556.35
<br />-
<br />1284.53
<br />I -
<br />1 1284.53
<br />-
<br />18 I/a X 46 15/16
<br />324�2i
<br />-
<br />648,43 _
<br />324,21
<br />i1_1__"
<br />646.43 �
<br />324.21 t
<br />___
<br />648�43 __
<br />324.21
<br />648,43
<br />648.43
<br />1972.65
<br />1 648�43
<br />972.65
<br />1 972.65
<br />_13+HC
<br />14+HC
<br />I-
<br />18 1/8 X 59 3/16
<br />- -
<br />261-39
<br />522.79
<br />- �
<br />26 1, 39 1
<br />,----I--
<br />,522.79 1
<br />L
<br />261-39 1
<br />522.79
<br />261.39
<br />522.79
<br />522.79
<br />� __
<br />1784.18
<br />1 522.79
<br />784.18
<br />1 784.18
<br />__
<br />----.---
<br />145+HC
<br />-
<br />18 1/8 X 64 1 3/16
<br />2 40,03 __1
<br />21B.60 1437-20
<br />480.07
<br />___
<br />240.03
<br />-
<br />218.60
<br />480.07
<br />240,03 1
<br />480.07
<br />240.03
<br />480.07
<br />1 450.07
<br />
<br />720 1 1
<br />1 48CL07
<br />7
<br />720.11
<br />- -
<br />1 720.11 __
<br />1 655.81
<br />I5+HC
<br />18 1/8 X 71 9/16
<br />437,20
<br />�
<br />218.60 !
<br />437.20
<br />2iiB,60
<br />437�20
<br />1 i 437.20
<br />655.81
<br />1 437.20
<br />655.81
<br />______
<br />I 6 + ITIC-_
<br />-
<br />181__�; � --.---
<br />. I 80 9/16
<br />1 95,34
<br />390.69 __
<br />_
<br />195.34
<br />- _.__1_
<br />390.69
<br />_11______
<br />195.34
<br />I
<br />1 390.69
<br />____
<br />195�34
<br />;I 390.69
<br />-------
<br />1 390.69
<br />586.04
<br />1 390.69
<br />586,04
<br />-
<br />1 586.04
<br />_
<br />17+HC
<br />18 1/8 X 91 9/15
<br />171.07
<br />342.15
<br />171�07
<br />342.15
<br />171,07
<br />342�15
<br />171 �07
<br />1 342.15
<br />342,15
<br />513I23
<br />' .342� 1 5
<br />513 23
<br />1 '-13.23
<br />--
<br />- -
<br />1
<br />1
<br />,
<br />___Z.1�
<br />I H2+HC
<br />-_
<br />25 1/2 X 38 114
<br />263,27
<br />263.27
<br />_-__77==�_=-__��__
<br />526.54
<br />263.27
<br />- _
<br />526.54
<br /> ...... _'. -
<br />263�27
<br />___ _
<br />t_526.54
<br />�-,.,�-,---,--"�----.---,------i--:��-------.,�
<br />526.54
<br />7139-81
<br />1 526�54
<br />__,___,_..___, -
<br />789.81
<br />I
<br />789.81
<br />I H3+HC
<br />- - -'---
<br />25 1/2 X 50 5/8
<br />-"--'-- - --- ____526.54
<br />207.89
<br />I + -- _____
<br />415.78
<br />,-.--
<br />20/.89 I
<br />�
<br />41,538 I
<br />,----,-.,-
<br />207 89
<br />""'
<br />415.78
<br />207 89
<br />
<br />______ ___ - �L._
<br />170,84
<br />__
<br />1 415 78
<br />__ __-____
<br />; 341.69
<br />415.78
<br />__ ____ -
<br />341.69-----51
<br />623.67
<br />1__ I---..,.--,-
<br />-'54
<br />i 415�78
<br />__ __.,_
<br />1 341.59
<br />r
<br />---
<br />623.67
<br />512.54
<br />623�61
<br />512.54
<br />1 H4+HC
<br />-
<br />1/2
<br />25 X 52 7/84).
<br />170.84
<br />341,69
<br />170.84
<br />_
<br />1 341.69
<br />_t ------*
<br />f ,0.84
<br />341.69
<br />-
<br />I I 1145+HC�5
<br />X 6 8 1. /2
<br />1/2 ,
<br />157.92
<br />3 1 5 � 8 5
<br />157.92
<br />j 3 I 5.85
<br />1 157.92
<br />315.85
<br />1 S.Z.22
<br />-
<br />i 31 5�85
<br />315.85
<br />,473,78
<br />I
<br />; 315.85
<br />473.78
<br />473.78
<br />-
<br />� -
<br />-
<br />f
<br />.1 . .
<br />� . .. . .
<br />1 I -
<br />, - . I
<br />--------- ---
<br />!
<br />1
<br />1115+11C
<br />�5 1/2 X 75 114
<br />144,78
<br />289.57
<br />144 78
<br />289.57
<br />144,78
<br />1 289.57
<br />144.78 ...
<br />289.57
<br />� 289.57
<br />434.36
<br />1 289.57
<br />434.36
<br />, 4.34.36
<br />1 H6+HC
<br />.� 5 1 �/2 X al 1/A
<br />----'------
<br />1 30�32 ---- -
<br />--'-I-----
<br />260.65 -1
<br />- _ I_
<br />I
<br />_1 3 1 0,32.
<br />______ - ___.+___
<br />260.65
<br />1 130,32
<br />1 2 60.65
<br />____
<br />1.30.37.
<br />_____
<br />i 760-65
<br />1 2 r, 0 � I, 5
<br />.
<br />_590.98
<br />I-
<br />I
<br />1 260�65
<br />I -
<br />.390,98
<br />-
<br />-
<br />1 39a98
<br />. - -
<br />'
<br />I H7+HC
<br />�5 1/2 X 96 1/4
<br />1 15.01
<br />230.02
<br />115.01
<br />.
<br />1 230,02
<br />115.01
<br />,
<br />� : 230.02
<br />115.01
<br />� :
<br />� . 230.02
<br />230,02
<br />1345.04
<br />: 230.02
<br />345.04
<br />345.04
<br />I
<br />22+HC
<br />: i
<br />36 X 43 1/2
<br />1.39,50
<br />279�O �._
<br />I
<br />1 139.50
<br />�
<br />1 279.01
<br />_
<br />_____
<br />139.50
<br />279.01
<br />,. - --- � ___ - - - ______.__.�_
<br />258.48
<br />---7---
<br />1 139,50
<br />I
<br />( 129.24
<br />"
<br />I
<br />: 279.01
<br />-- -
<br />I 258.48
<br />-- ---- ' "'
<br />279.01
<br />-
<br />_ - __ -I
<br />258.45
<br />.
<br />1418.51
<br />____ �
<br />387.72 . - - -1-1
<br />I
<br />l. __279,01
<br />._.___
<br />1 258.48
<br />418.51
<br />.
<br />1 418.51
<br />�
<br />129.24
<br />258.48
<br />1_ 129..24
<br />1 258.48
<br />__
<br />129.24
<br />____F
<br />387.72
<br />3-8 7.72
<br />-
<br />- __
<br />24+HC � 36 X 68 1/8 108,58 - 21-7.1 61 ,08-,58 1 217�11 6
<br />108.58
<br />217-16
<br />1 108.58
<br />i
<br />� 217,16
<br />217.16
<br />1325 ___r
<br />.74
<br />, 217.16 325.74 1 325.74
<br />-.-- - _1 . _. ___
<br />245+HCI 36 X 73 3/4 101.15 202� � 202.31 101.15 202.31
<br />I � ;; -_ ___._
<br />25+HC 1 36 X 80 1/2 9.3,48 186.96 1 93-48 186.96 3.48 186,96
<br />_____ -+ , ___
<br />26+HC ' 1 8�1.19 111609.79 � 84.89 169.79 84.89 1 16939
<br />I
<br />1 101.15
<br />93.48 _
<br />-
<br />84�89
<br />�i
<br />1 . 202.31 202.31
<br />186.96 186.96
<br />� ___________.______,____ -,
<br />1 169.79 169-79
<br />-
<br />-
<br />303.46 � 202.31 303.46 1 303.46
<br />; - -
<br />280.44 : 186,96 230,44 280.44
<br />�
<br />_____ ___T__________ _
<br />2.54,69 i 169.79 254.69 254.69
<br />I- 1-1- - _ _______ ___
<br />- F ----,-,---- ____ �
<br />27+HC 1 36 X 101 1/2 175.63 1 151.27 � 75.63 151.27
<br />I
<br />- - -I
<br />_� _5 6-3
<br />- --- 151.27
<br />� 75�63
<br />1 1 5 1. V
<br />�
<br />151.27
<br />226,90
<br />_____.___
<br />: � 151.27 22 6.90 226.90
<br />1
<br />- . � � ---.,- ____ _____._1____._
<br />. I
<br />32+HC 152 1/8 X 50 9/16 74,52 i 87�6_i . 74.52 ; 122.28
<br />- I
<br />-
<br />� 74�52
<br />I
<br />1 130,48
<br />1 74.52
<br />149.05
<br />I--
<br />__ -_
<br />149.05 2�
<br />23.57
<br />-----,. -_
<br />___._1_
<br />149.05 223,57 223.57 .
<br />�__
<br />�
<br />33+HC 52 1/8 X 62 15/16 G6�01 1 77.62 � 66.01 I 108.31
<br />66.01
<br />1 15.58
<br />1 66,0��
<br />I A_Z,02
<br />n
<br />I
<br />1 32.02____ 198,04 98,04
<br />___ __----_--- --I-- - - ----------, - I __ .-I----,.-- _. ____ I - - - ---t-------
<br />,
<br />34+HC 52 1/8 X 75 3/16 63,07 74.16 1 63.07 I 103.49
<br />1
<br />-_ --- I 1____r_ . . I .
<br />345+HC 52 1/8 X 80 13/16 60.90 71�61 1 60.90 i � 99.93
<br />- - 1
<br />35+HC 52 1/8 X 87 9/16 56.84 66�83 56�81___� 93.26
<br />____ -
<br />---------
<br />63,07
<br />60-qo
<br />56.84 ._,
<br />11
<br />1 10.4
<br />1 06." - _
<br />99-52
<br />---.--.-
<br />___
<br />IJ7
<br />60-90 __ I I-
<br />56.84
<br />___ __
<br />__Li��4. _ _
<br />126.15 126.15
<br />_ __
<br />121.81 121,81
<br />� __-____1__ '..
<br />1 113.68 113.68
<br />_L9�.24____jL
<br />189.23
<br />182�72
<br />__,.__ � - _r_____1
<br />170.52
<br />---I
<br />____I .__ __
<br />! 126.15 189,23 1 89.23
<br />_ __ _ _
<br />! 121,81 182,72 182.72
<br />! 113.58 170,52 170.52
<br />_.-T
<br />i
<br />36+HC 152 1/8 X 96 9/16 r52.1 9 61.37 19 85.64
<br />52�19
<br />1
<br />91,38
<br />-
<br />52.19
<br />1 104.38
<br />1 O 4 � :38:
<br />1=5
<br />58
<br />' ' i
<br />, o4 3s 156.5a I 156-58
<br />- ._ _____,__��__�
<br />37+Hr 152 1/; X 11-18 9/16 47 06 55.34 1 47.06 1 77.22
<br />---------- __ I - - -_ _____L_47.O6
<br />82.40
<br />_ - -
<br />� 47 06
<br />1 94.12
<br />94.12
<br />1 141.19
<br />1 9 4.1 2 ____I--, 141,19 1 141.19
<br />-
<br />NOTES
<br />I
<br />A) NUmBER OF ANCHORS NOTED ARE FOR ,O ',�QOO SCREWS INTO VvOOr FRAwNc .
<br />REQUIRED AT EA CH END USING I 1/3" EM�EQMENI.
<br />FLORIDA
<br />EXI'RUDERS 2540 JEWE17 LANE
<br />8) PRESSURE$ G114EN IN PSr ARE FQR 2/3 OF' ULTIMATE MULLION DESIGN LOAD WH.C�;E
<br />INTERNATIONAL, INC.
<br />SANFORD, FLORIDA
<br />THIS UL-1KAA-.E LOAD 15 BASED ON 1.� X DESIGN PRESSUFF PER 17C)7.45.4. USE THE
<br />-
<br />OPENt"iC;'S DESIGN PRESSURE WITHOUT INCREA5E FOR CQMPARVSION TO TH!S CHART,
<br />TITLRDESIGN
<br />PRESSURE
<br />CAPACITIES FIN
<br />r) TH'r MULLCD WINOOW AS5EMBLY'S OVERAL� DESV�N F'RtS5URE RATIN(� i5 THE U)WER
<br />Ot I-ACH INONIOUAL WINDOW$ LABEI_ RATING. ASTU E13QO LU15S LOAD RE51STANC� ,OR
<br />LIONS - SER. 1
<br />THE LOAD RATING OF TH� MULLION PER THIS DRAWING. WHEN CHQ$ING A MULLION,
<br />.
<br />'Vlk'DQV.'/C:1_ASS
<br />DRAWN EY:MSH
<br />I APPROVED BY: WAB -
<br />1,25
<br />FXCFF,') THE DFSICN PRFSSURF THFRFRY CAU�INC THE KNOOW/GLASS
<br />DESIGN PRESSORF TO GOVFRN.
<br />16A i-F-, � 7-1- 7 / 0 4 1 �-, C A L
<br />__
<br />E F UDC I D �wc - IH M r I Fl pi:�_
<br />_____
<br />1000 SH, -1 r I X 2 X I/$ 1000 SH.
<br />JAMB CT'(P,) I I TUBE '11JU ICN 'JAME (FYP.)
<br />, , -
<br />, -
<br />I
<br />f, " :�:- , X 1/2 SELF -
<br />il L------- TAPPING SMS
<br />I X a X 3/8
<br />TUB� MULI-fON, i
<br />-
<br />�1_ #8 X 112 SELF I JIB' MIN�
<br />,-APR,
<br />.NG SMS EMBEDMENT
<br />___
<br />_ i
<br />-7-\ 1
<br />TWO BY WOOD _ DETAtL
<br />BUCK � \
<br />-
<br />k1_1 �
<br />_�� [---J' ------S)4-- . -1 � 2 X 4 X '3/q - \ ' SHEATHING
<br />. ____ , " '
<br />--I 7 ', I TUBE MULLION \ \
<br />\ \ ANT B�!W __� �"4_ ", T, L
<br />A,N, Uri AL., WIEEN INSIALLATION ANCHMP #8 1,wUCTJ
<br />\ '__ "INDOW FRAME WINDOW FRAME SCREW (TYP.)
<br />\ � iag & MULLION - & HJLLION I r ---------- -- ) ___1 u �_, - EXTERNAL MULLION
<br />.. X i_i/2 SELF- \__ "A X _I/p ISCIF, ���
<br />TAPPING SM� TAPPING SKS I . . MULLION _�"-�L 1__ INSTALLATION -LIP
<br />SECTION A A (1) SECTION A.-A._1'_2) IWID S.H. - I I APPIJES TO HEAD & SILL WHERE 1" X 4"
<br />,,r- I X, ? 7/16 X I/ a 'P ) t
<br />1000 SA, - TUBE "OLLMN loco III _� -I X P 7/1(, X 3/� JAMB <T� . & 2" X 4" TUBE MULLIONS ARE USED
<br />/ ` -_
<br />JAMB ,T,ep-) 'i JAMB (TYP� TUBE: MULL113N III _ -APPLIES TO HEAD & SILL WHE�E _rx i7-
<br />- i I r- & I" X 2 7/1(i` IGBE MULLIONS ARf USED
<br />i I � �LF
<br />I
<br />I. - 98 X k/a S, I TION ANCHOR
<br />i _� I willmilo. .0mm I - I APPING SMS r-INSTAILLA
<br />j, 1 I\ 1, ,�,-- 49 X lf'� SELF- . 11 - 3 - X I 112 SELF ,D'-jAl L ) #8 VE13D SCREW
<br />I'l I TAPP"iNS SMS a TAPF'IN'G SMS 11 � I 1 -_ B
<br />I
<br />, \, - f-'. ��E � ANT BET WEEI,1
<br />A60V
<br />VIN FRA�I.f
<br />� Z .14ULi,ItjN
<br />,
<br />- 4 8 X 1-[/2 'SELF
<br />TAPPI14G SMS
<br />SECTION A -A Q)
<br />/- 1 X 4 ')C I.,'6
<br />'
<br />/ TUBE MULL ION
<br />IOW 10 0 S.H
<br />JAMB (T,�S�-�-�,l - Ame LIC T YR.)
<br />_L_ -
<br />98 X 112 SELF
<br />im 1 7__ TAPPING SMS
<br />\, SEALANT DFTWEEN
<br />1. ___J_ WINDOW FRAME
<br />I
<br />\ & MGLLIOI`4
<br />- N8 X i-I,,2 SE-F
<br />TAPPI'JG SMS
<br />a-E-C-10N A-_-',f5'
<br />i i -------- - I __ (TYP,)
<br />- �
<br />1- � "I U ;;;� , F .It 7 -t
<br />- ! I - AUZUMAWMP qA= :�!!,,','�,-,!t'�"�, h I
<br />I �1� , mm n , _� [� [] I SILL CLIP
<br />4 - - ,? LL I
<br />��
<br />a -ZzAq--- "_1 .:��,. IF " -, - IF .
<br />- __ ,\ � S ,,, �
<br />- - ALANT BETWEEN il - =_ �
<br />� r , '""O", �"P �
<br />LIS X '_I/P ';FL NDOW FLANGES as sh- �
<br />�,� _ ___L SLALAN I BE Tl,)�EN TAPPING ' ,MS ?I MULLION D�t.i; C. 11 I - � '/q* MIN.
<br />-
<br />VINDOW FRAME / _� , , -, ' , �iEDMENT
<br />-
<br />& MULLION SECTION A -A _Lr) � 7�ATRIIZ -/ F--_�, -1
<br />- #6 X 1-112 SELF - -_ . I -_ -, I
<br />TAPPfN(I SMS I ZL1AI_I._Q___ I ,
<br />I I ob FRA`Ilrr�
<br />'_)F('Ti0N A -A �4� i \,- I �____ - -1
<br />AUXILIARY PLAT
<br />I (FOR ADUPIONAL ANCHORS, WHEN REQUIR-71))
<br />II __ - - ___ : G) --I
<br />- - - - - ?
<br />0- 01 i
<br />m- ____ T!
<br />I It. LL
<br />L __ SMS <TYR.) - \_ MULI-ION _/
<br />� ff- U-ITW"
<br />I P; I E
<br />� - 98 i/2 SELF i , LEVATiQ .01 4
<br />mo�a T ING � I I -
<br />\ 4--- , AP ms i VIEWED FROM EXTERIOR ---.
<br />t , IFLORIDA EXTRUDERS INTERNATIONAL, INC.
<br />J� I uj �: CO 1 2540 JEWFTT LANF
<br />_,��'.. 1. L�,��
<br />, ': I, 'n 6 - SANFORD, FLORIDA
<br />_�� i, r-, � 1� I
<br />. j, - C'� �) 'n � ,�,e, " F I 4- 11
<br />__ I I- .1 I 'Irvu: SER,
<br />� ___ 10 � 6 I
<br />_
<br />I \____L ' SEALANT aE7WFFN 1-9 3; - z 256.3 -� I
<br />WINDOW T RAME " On _; I ,- -, - I SEE OTHER SIDE (SHLET 2 OF 2) FOR
<br />& MULLION C .
<br />C: � . I � - 11 ,-
<br />I
<br />.
<br />� "D, QTD Lc,) w _�, - . il: -
<br />- -- #13 X 1-112 SET F IC � E u I , & 401 �,�',
<br />TAPPI '0 � I---
<br />NG SMS E �J I DRAWN BY: MSH PROVFD BY: WAB
<br />I �� " , �� C�l
<br />I -
<br />5FCTIQN A -A Lbi !,:�� u, - . rlz t'i ,,� � - - __
<br />. L� 1�t_ I rl
<br />- JDATE:6/1 =scZE NT S I DWG .: I VMF I
<br />. . . . �
<br />/-I 1
<br />/ TUBE MULLILIN I
<br />,_ __7 I
<br />I [ � i
<br />I _____� 1 i
<br />I I I
<br />i I I
<br />I :
<br />. I
<br />I !
<br />�
<br />. I I I
<br />f-1000 PAJ./DESIGNER
<br />j SILL ITIP,)
<br />- 11 -1.
<br />'Ll.
<br />.
<br />I X -1 X I/O
<br />TUBE MULLION
<br />SEALANT BETWEEN
<br />\jjNWW FLANGES-
<br />?, MULLION
<br />S
<br />SEAL4NT BETVEEN� U
<br />WINDOW FLANII,J�S \
<br />& MULLION I— loue S,,. TAPPING SMS
<br />HEAD ITYP.)
<br />SEALANT BETWEEN
<br />� WINDOW FLANGES SECTION A -A _U1
<br />& HULLJUN
<br />I_ 1000 P�V-/DESIGNER
<br />I
<br />SILL �TYP.)
<br />\ �, 48 Y, 3/4 SLLr
<br />\ / TAPPING SMS I X 2 7/16 X 1/6
<br />T TUBE MULLION
<br />� /
<br />,
<br />I 1.__..1..._.7 I ANT BETWEEN
<br />__ li m�AL
<br />�__ I A 'i WINDOW FLANGES'
<br />& MULLION
<br />1000 P.W./DIESIGNIcr,
<br />SILL (TYR,)
<br />/ TAPPING SMS
<br />I F__ - " I
<br />�' 1 f-I
<br />ill / TUBE MULLJTN
<br />\
<br />- __ 1000 S.Ij. TAPPjN(, SMS
<br />HEAD (TYR.)
<br />.SEQ'r1'_QN A -A (2
<br />[-1000 PW/DESIGNER
<br />SILL (TYP.)
<br />1
<br />/-Uhl X li/4 NI%Lf
<br />TAPPING SMS
<br />"I'll ,If I �- I X a 7/16 X 31'a
<br />. 11 / TUBE KULL[UN
<br />'I / SCALANT BETWEE74
<br />W[,,4DUW FLANGE
<br />MULLION
<br />____ ,-----.. - . � - - , . . ....
<br />.
<br />TYPICAL MULLION TO CONCRETE 0 JAMB
<br />... ..... .
<br />(APPLIES 10 .JAMB WHFRF I- X 4-
<br />-
<br />& 2" X 4' TV,t')E MULLIONS ARE USED)
<br />�\J`
<br />CQNCRCTE OR ]MASONRY -
<br />11-1
<br />LINEI"El -001)_____�
<br />5OC", 0", RS
<br />Izq
<br />. -
<br />DETAIL
<br />INSTALLATION ANCHCR 3/16, DtA
<br />TAPPER SCREW ANCHOR (IYP.� I
<br />EXTERNAL MULI.ION
<br />INSTALLATION CLIP I
<br />1000 P.W,/DESIGNLR I I
<br />SILL (TYR,)
<br />�
<br />TAPPING SMS �
<br />,�:771 �1
<br />I , / I
<br />________7 __ L I ]/4' MIN
<br />MUL L 1 014
<br />I - - ��� - - __ -A '��
<br />; �
<br />� N I i
<br />; i ii
<br />ii I Duall. S /
<br />_�, I �_Ijp L -i � _\�_ I
<br />\ 1, , F *\ _(� ��//)
<br />\ . I \ \_ 1, I - - I ;
<br />Ik , - \- 48 X 3/4 SELF" i I �
<br />TAPPI 1 _7 I_
<br />I 000 3 H. NG SMS \-. 1000 S.,,j TAPPIN15 SMIi #? X -1/4 SLLF I A :
<br />� \ �
<br />HEA,5 �TYP) HEAD (TYR.) I TAPPING SMS I I I
<br />\ I i 1
<br />SIECTION A -A ,`3 '- 1000 S.H. SECTION A -A � / , .
<br />SEALANT BETWEEN SFCTION A -A (4 . // , !
<br />WINDO . / �
<br />-3 I LAN�L Z, HEAD (TYP.) , / i I
<br />& MuL L ON i //
<br />f- 1090 P.W./T)CSI6NER SEALANT BETV&-N F1000 PW./DESJGNER I L_______j I
<br />ION _____ -----,--I _j
<br />i SILL (TYP,) 'WINDOW FLANGES SILL (TYPI
<br />SLI - F K wj� I � i i SELF Wayne A� Block, RE I ELEVATIO
<br />I APPING SMS TAPPING SIAS
<br />- /- I X 4 X 1/8 t IL . / _ .1 - I / 548 B Hwy 27 1 VIEWED FROM EXTERIOR
<br />---
<br />� TUBE MULLION I -��F �v I I TUBE MULLION, Clermont, F! - 34711
<br />\ . ---' / � I t f r'L License No. 52563 E),_, INTERNATIONAL, INC.
<br />\ - � ,. . I FLORIDA EXTRUDEIN kJ 2540 JEWETT LANE
<br />\ SANFORD, ELORIDA
<br />/ ��P�,`6 ,
<br />,�,j -- -
<br />,
<br />*
<br />\ , ___ i � . I -----------.--------,---- __
<br />11� 11 t � I - TITLE: SER� 1000/11500 FLANGE SHEET 1 OF 2
<br />,---A-- __ _ ____ __ =� ,
<br />- __ - - , - `
<br />-
<br />- '�'c -
<br />I 8____n �11 __" �' ' "I � - HORIZONTAL MULLION SECTIONS
<br />- �� f�
<br />:� z � I,, � � ,,, �
<br />j I 11 ' � -11 " .1 I
<br />. , - - , I
<br />\ I \ 1, "C', �2� 13 i SEE OTHER SIDE (SHEET 2 OF 2) FOR
<br />V
<br />\-#G X 3/4 SELF \- #8 X �/ 4 SLL� t, 1W . .
<br />. �;
<br />\ TAPPING SM.S \ TAPPINQ SMS _ .
<br />\ 1000 SIH. - 1000 51-1. � , _, .- I
<br />., I �
<br />, , . .1 -
<br />HEAD <TYP.) - " . - *. ,� -) � _ -------[ APPROVED BY; WAB
<br />. - -
<br />,
<br />HEAD (TYP.) "I �:, - , 1 . ��. - DRAWN BY: MSH
<br />�
<br />. - N, -_ -
<br />Sj;'Cit2t�_�L:1A (5) S IQN A -A (6) , ::r I � � , I SCALE: N T S IDW(;,, 1HMFLG �j
<br />- __�,Q� -2,--- � - 1. N A.' [ Dwr& 6 / 1 7 / 0 4 .
<br />- - -, - I --
<br />SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES
<br />IN PSF
<br />... .
<br />7_
<br />CAPACIIY T
<br />-CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY 1
<br />CAPACITY
<br />- _________________.______
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />
<br />CAPACITY
<br />WINDOW
<br />WINDOW UNIT I
<br />1X2XI/8
<br />IX2XI/8
<br />IX2X3/8
<br />I X2X3/8
<br />IX2 7/16XI/B
<br />1X2 7/16XI/S
<br />IX2 7/IGX3/8
<br />Q 7/16X3/8
<br />IX4XI/8
<br />IX4XI/B
<br />I X4X3/
<br />CALL
<br />TIP -TO -TIP jTUBE
<br />MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />�,CAPACIIY
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />SIZE
<br />SIZE j
<br />2 ANCHORS
<br />4 ANCHO
<br />4 ANCHORS
<br />6 ANCHORS
<br />_.-
<br />,
<br />___.,________` l_59��L�
<br />- I
<br />SECT, A-A(1)
<br />SECT. A-A(2)
<br />- 2'I
<br />_.�ECT. k_�Ll
<br />�jggL A -A
<br />____�a
<br />SECT, A -Af3
<br />SECT. A--A(4)
<br />_ -
<br />SECT, A-A(4*li
<br />SECT. A-A(5',
<br />SECT. A-A(5),
<br />SECT, A-A(6)
<br />SECT, A-A(6)
<br />_�E CT�A-A(7)
<br />
<br />12+HC
<br />-
<br />1/8 X 35 9/16
<br />__
<br />839.88
<br />1679�78
<br />539,58
<br />15-11,80
<br />839,88
<br />1679.78
<br />839.88--l-
<br />1679.78
<br />-
<br />1679.78
<br />2519.66
<br />1 679�78
<br />25119.66
<br />__
<br />25 19.66
<br />13+HC
<br />�19
<br />19 1/8 X 47 15/16
<br />635.96
<br />1271.93
<br />63-5�96
<br />1 144.74�
<br />635,96
<br />-
<br />1271.93
<br />65 35. 9 6
<br />1271.93
<br />1271,93
<br />1907,91
<br />1271.93
<br />1907,91
<br />1907-91
<br />1 4+HC
<br />19 1/8 X 60 3/16
<br />__
<br />512.73
<br />F11025,47
<br />----I
<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 />1538.21
<br />____
<br />145+HC
<br />I 9 1/5 X 65 13/16
<br />i
<br />470.84 1941.68
<br />47Q�84
<br />847.51
<br />941-68
<br />,
<br />470.84
<br />941.68
<br />941.68
<br />,1412.53
<br />941�.68
<br />1412.53
<br />1412.53
<br />1 S+HC
<br />-
<br />19 1/8 X 72 9/16
<br />428.80 1857.60
<br />428.80
<br />77 1.84 1428.80
<br />-
<br />- __
<br />857�60
<br />428,80
<br />857.60
<br />857,60 11286
<br />� 40
<br />857.60
<br />1286.40
<br />1286.40
<br />16+HC
<br />__
<br />19 I/a X 81 9/16
<br />I
<br />383,18
<br />_
<br />766.36 1383.18
<br />689.72
<br />i..
<br />'383' I 8
<br />I...
<br />766.3�__
<br />1383� 1 8
<br />-
<br />766,36
<br />I
<br />766.36
<br />___
<br />11149,54 _,________,
<br />-
<br />766.36
<br />__
<br />1149.54
<br />-
<br />:11 49-54
<br />17+HC
<br />19 11/8 X 92 9/16
<br />-
<br />339.08
<br />678,17
<br />339.08
<br />
<br />� 610.35
<br />339.08
<br />I
<br />-
<br />78�17
<br />�_.___::
<br />------- - -
<br />339.08
<br />678.1 7
<br />67&1 7
<br />11017.26
<br />678.17 I
<br />1017.26
<br />
<br />-
<br />r
<br />I 10 1 7,2 6
<br />_.-
<br />IH2+HC
<br />____
<br />26 1/2 X 39 114
<br />__ , --.-----.----
<br />516.41
<br />1032:83-T-516,41
<br />-
<br />929.54
<br />. -
<br />516.41
<br />1 1032.83
<br />
<br />516.41
<br />- __.__1__._
<br />1032.83
<br />_____
<br />1032.53
<br />__
<br />1549.24 __110�3:i_li3_1_
<br />-
<br />:1549.24
<br />. __
<br />I 1549.24
<br />1H3+HC
<br />26 1/2 X 51 5/8
<br />__
<br />407.78
<br />815.57
<br />407.78
<br />7.34.01
<br />.
<br />407-78
<br />I
<br />1815.57
<br />407.78
<br />815.57
<br />815.57
<br />I
<br />I 223.36
<br />1815,57
<br />1223.36
<br />I 1223.36
<br />IIH4+HC
<br />26 1/2 X 63 7/8
<br />335.12
<br />670�25
<br />335.12
<br />603,22
<br />335.12
<br />670.25
<br />335.12
<br />670.25
<br />_________'
<br />619.56
<br />670.25
<br />________
<br />6i9.56
<br />1005.38
<br />� _ ___L:i____._
<br />I
<br />1670.25
<br />1005.38
<br />-
<br />1
<br />11005.36
<br />__
<br />1 IT 45 + HC
<br />6 IZZ X 69 1,/2309.78
<br />- -
<br />..
<br />619.56
<br />309.78
<br />___
<br />557.60
<br />_,__,___._..
<br />511.21
<br />309,78
<br />__ .1 - �
<br />284.00
<br />619�56
<br />309.78
<br />I
<br />929.3 4
<br />.
<br />t 619.56
<br />1568.01
<br />929,34
<br />-
<br />1929.34
<br />IH5+HC
<br />26 1/2 X 76 1/4
<br />284.00
<br />-
<br />568.01
<br />-
<br />284.00
<br />568.01
<br />_____
<br />284,00
<br />___ __
<br />.
<br />568.01
<br />568,01
<br />852.01
<br />352.01
<br />11-
<br />.
<br />1852.01
<br />i -__
<br />.".
<br />IH6+HC
<br />26 1/2 X 82 114
<br />255.64
<br />__ ---
<br />511.28
<br />255-64
<br />460.16
<br />- --
<br />255.64
<br />I—
<br />511.28
<br />255.64
<br />511.25
<br />511.Z5
<br />766.95
<br />1511,28 -
<br />-766.95
<br />---I
<br />1766.93
<br />-
<br />- -
<br />IH7+HC
<br />26 1/2 X 97 1/4
<br />225,60
<br />451-21 _�______
<br />__
<br />�225.60
<br />406.09
<br />-
<br />225.60
<br />-
<br />, 451.2 I
<br />225.60
<br />451.21
<br />451.2 1
<br />676�61
<br />j 45 1,21
<br />-
<br />676.81
<br />1676,81
<br />22+HC
<br />1/2
<br />' 1273.64
<br />- - - __ - - __
<br />346.70
<br />-
<br />273,64
<br />478�99
<br />I
<br />.
<br />273.64
<br />I
<br />521.39
<br />____
<br />273.64
<br />547.29
<br />,----,--------,.-�-4-----il�-,--
<br />547.29
<br />820.9
<br />t 547.29
<br />____
<br />�20.�4
<br />______ -
<br />820.94
<br />23+H
<br />1.51
<br />321--20.11
<br />_____
<br />253.51
<br />_ __
<br />i
<br />1443,75
<br />___ __
<br />253.51
<br />-
<br />4 83.03 ___ __
<br />- -
<br />25 - 3�51
<br />-.--.------
<br />507.02
<br />- -
<br />507.02
<br />__1___
<br />760.54
<br />-.--
<br />� 5G7.02
<br />-I,---
<br />24 -i-HC
<br />37 X 69 1/8
<br />i 212.98 __
<br />269.85
<br />212.98 ____��3473'
<br />__
<br />� 372-81 _____
<br /> ----- --
<br />�� 2�98
<br />-
<br />-
<br />405.81
<br /> �
<br />__ __
<br />.212.98
<br />425�97
<br />1 425.97
<br />638�9 5
<br />11
<br />� 425.97
<br />t
<br />1_760�54 760,54
<br />538.95
<br />--.---.-
<br />638.95
<br />- - - -
<br />-
<br />245+HC
<br />37 X 74 3/4
<br />___
<br />' ��,41
<br />25 1 .3 9
<br />198.41
<br />_____
<br />198.41
<br />- ___1 _
<br />378�
<br />I
<br />83 _
<br />595.25
<br />_____
<br />I
<br />1396.83
<br />-
<br />595.25
<br />___1_____1_1________
<br />595.25
<br />25+HC
<br />--I!-
<br />377 X 8 I 1/2
<br />__
<br />183,37
<br />232.32
<br />183.3
<br />7
<br />- . ��
<br />129 1.49
<br />183.37
<br />1 -
<br />166.53
<br />349.38
<br />317�30
<br />1183.37
<br />166.53
<br />1366�74 ____ -
<br />1333.OlEi
<br />366.74
<br />'---'-
<br />333�06
<br />550.11 ..'. __I'333�06
<br />499�59
<br />I
<br />1366,74
<br />___ -
<br />1
<br />550,11 __
<br />550,11
<br />I - I . - __ .. , - �.
<br />� 1499.59
<br />26+HC
<br />37 X 90 1/2
<br />1166.53
<br />1 _
<br />1210.99
<br />_A�__1320,9
<br />166.53
<br />I-
<br />499.59
<br />27+HC
<br />=37 X 102 1/2
<br />-
<br />, --r
<br />148.36
<br />---- I _ --- ----------
<br />1187.97
<br />__
<br />1 48:36
<br />__
<br />_
<br />148.36
<br />-1-
<br />282,158
<br />148.36
<br />296.72
<br />__
<br />296.72 -
<br />I.-
<br />445�09
<br />1296,72
<br />____1
<br />445.09
<br />_
<br />-
<br />,445,09
<br />+HC
<br />153 1/8 X 51 9/16
<br />88.34
<br />i88.34
<br />122-05
<br />1 122.05
<br />132.85
<br />1112
<br />I � I 1
<br />. -
<br />1189 45
<br />__
<br />296.2B
<br />444.42
<br />�
<br />2gr ?Q
<br />-
<br />4 4 4 ('7 1
<br />,-----
<br />T
<br />44 4.4 2
<br />---"--,-
<br />-
<br />33+HC
<br />53 1/8 X 63 15/16
<br />78.25
<br />-------r----
<br />____
<br />I
<br />178.25
<br />,-----
<br />108.11
<br />- ___
<br />108.11 ___
<br />_______._
<br />117�68
<br />-
<br />117.68
<br />-
<br />1131.02
<br />-
<br />167.82
<br />262.04
<br />393.06
<br />262,04
<br />393,06
<br />____ -
<br />-
<br />34+HC
<br />53 1/8 X 76 3/16
<br />74,77
<br />174,77
<br />103.30
<br />103.30
<br />112.44
<br />112-44
<br />� __
<br />125.12
<br />---.-,-
<br />160.35
<br />250.25
<br />375.37
<br />250.25
<br />37 5.37
<br />________,.________
<br />375-37
<br />----
<br />_. ___ ------ __1._______1-___ ,
<br />345+HC 55 1/8 X 81 IW16 72.20 72.20 99�75 99.75 108,5a 108.58 120.77 I 54,83 241.55 362.32 2 41.55 362.32 362.32
<br />______ __ __ __ __ __ ___
<br />I
<br />35+HC 53 1/8 X 88 9/10 67.38 67.38 93.08 93.08 101.33 - 101,313- 112.62 144.49 225.25 1337.88 225.25 337.88 337.88 -
<br />-- ---------
<br />'6
<br />-
<br />6i.87 1103.33
<br />36+HC 53 1/8 X 97 9/i 6 1�87 85,48 8548 93.04 93,04 132,68 206.67 ! 31 0.00 206.67 31 0�00 310 - . - QO ------ -
<br />", I ___ -
<br />------- . .--- jL --------.----1 I __ ------'--"- '
<br />j
<br />." '83.90 193.09
<br />- .L01 ......... . ..-.. _J279�28 279.28
<br />HC 15 155.79 77.C� 1119,64 1 186.18 1279.28 1 186.18
<br />37+ 1 �_.LL8_�_q 9/16 ____L
<br />_ ,_ 155.79 _.__1 _ 7_ _n -1--l-
<br />NOTES; ,
<br />A� NUIA6CP OF ANCHORS NoTED ARE FOR TAPPER FASTENERS ;NTO MASONRY REOUIPED INTERNATIONAL, INC
<br />AT EACIi tMUEOMENT_ FLORIDA EXTRUDERS
<br />END USING I i/4" 2540 JEWETT LANE'
<br />8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DERIGN LOAD WHERE SANFOF_D
<br />THIS ULTIMATE LOAD IS BASED CV 1.5 X DESIGN PRESSURE PER 1707.4,5,4� USE WF ____ ---.-. - - __._ _.___ _EI,OBjDA
<br />OPENING'S DESIGN PRESSURE WITHOUT INCPEAS� FOR COMPAWSION TO TAIS C14ART EURE CAPACITIES FLANGE
<br />'
<br />Q THE IJULILED WINDOW ASSEMeLY'5 GVERAU, D�%,-N PRFS5URE RATjNQ IS THE L04YER MONS
<br />OF EACH INDIVIDUAL WINDOWS L.AJ3F 3 ') - SER.
<br />I� RATING, 4,STM -1 0, CLASS LOAC RESISTANCE OR IOOO & 1500
<br />THE LOAD RATING OF THE MUUION PER THIS ORAWIt4G. WHEN CHOS.NG A MULUUN. -_
<br />DRAWN BY: JBIT I APPROVED BY: WAD
<br />EXC'EED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSiNG THE WINDOW/GLASS ______________ -_
<br />DESIGN PRE55URF TO GOVERN, IDATE!-E,/ I 7/04 - - IDNG.;
<br />1 Ezi _1 --tlL I -
<br />SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES IN PSF
<br />______._, , - - _-, - __ __ CA ----- -- CAPA-CrTY- CAPACIT��CAPA�TT`j�
<br />CAPACITY I CAPACITY T4 CAPACffY_ A TY C`APl_A`C1ff_Y CAPACITY - A C Y CAPA I Y
<br />C'
<br />P"C
<br />X.3/
<br />,X
<br />;,X2 ,
<br />IX
<br />WINDOW WINDOW IX2XI/8 I i X2X 1/8 ix2x3/8 IX2 7/t6XI /e '�' /8 SIX2 7/16X3/8 1X4X1/8 1X4X1/8 I X4X3/8 I X4X3/8 � 2X4X3/8
<br />If
<br />, '/" I/ X2 7/1
<br />7ML�YJLL'
<br />�
<br />TU TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULLITUBE MULL
<br />CALL TIP -TO -TIP TUBE MULL ITUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE
<br />"LL
<br />, ANCHORS
<br />I 2 ANCHORS N 2 ANCHORS 4 ANCHORS H
<br />-q�4 2
<br />SIZE 7 ANCHORS 4 ANCHORS I
<br />SIZE
<br />I SECT. A-A(Q I SECT. A-A(1) I SECT, A-A(2 [2_ECT. AZY2L SECT. A-A(3� .SECT. _A-AL3).j 5ECL A-A(4) SECT. A-A(4) .aECT. A-A(ti) $CCT. A-A(5) I SECT. A-A(6) SECT. A-A(6) SECT. A-A(7)
<br />i
<br />-
<br />12
<br />18 1/8 X 25
<br />I
<br />201,83 1403.67
<br />I
<br />201.83
<br />403.67
<br />__
<br />20 1.83
<br />403�67 i201.83
<br />____
<br />.
<br />-------
<br />403.67
<br />__ ___
<br />403�67
<br />-
<br />I
<br />605.50
<br />- .
<br />403�67
<br />605�50
<br />-
<br />I f 605.50
<br />__T
<br />1.3
<br />__
<br />.1 -__-__
<br />I B 1/8 X 37 3/8
<br />125.78
<br />251.57
<br />I—-
<br />125.78
<br />__
<br />____..1.___
<br />251.57 1
<br />.11
<br />1 25. 78 _,___
<br />25 1.57 1125.78
<br />-_
<br />251�57 --------
<br />251.57
<br />377,36
<br />251,57
<br />377.36
<br />1377.36
<br />__
<br />1$ 1/8 X 49 5/8
<br />___
<br />C111.61
<br />129.63
<br />91,61
<br />-
<br />178.41
<br />- ---
<br />9 1.5i
<br />---
<br />183.23 191.61
<br />, .
<br />183.23
<br />183.23
<br />274.54 _
<br />183-23 - _
<br />274,84
<br />.
<br />1274,84
<br />. _
<br />__��
<br />1 4 5.
<br />I-.-----
<br />IS 1/8 X 55 1 /4
<br />81.45
<br />92.98 181.45
<br />127,97____
<br />811,45
<br />136.55 181.45
<br />162.91
<br />162�91
<br />244.36
<br />162.91 .
<br />244.36
<br />1244.36
<br />15
<br />, ,__--
<br />-
<br />I I __ 6 - . 171.88
<br />89�68
<br />71,88 -
<br />95.70 1
<br />71.88 I
<br />i35,52 .
<br />143�77
<br />215.66
<br />143.77
<br />215.56
<br />1215.66 -
<br />16 1
<br />__
<br />18 1/8 X 71 j
<br />42.96, 142.96
<br />--T2-663
<br />-
<br />59.13 __
<br />59.13
<br />_�39
<br />62.15 __
<br />63.09
<br />_39�
<br />162.15 - .-
<br />69.35
<br />124.30
<br />U56,46
<br />124,30
<br />186.46
<br />186.46 _,_
<br />-
<br />,/8 X 83
<br />2C.63
<br />36.6-5
<br />3-6-65
<br />1-1
<br />1 1 _
<br />52�64
<br />55.38
<br />105.29
<br />1128.92
<br />. 105�29
<br />157.94
<br />157.94
<br />_17--j-'s
<br />__
<br />__
<br />- - - ___
<br />__
<br />I __t_,�_T�
<br />- -
<br />- __
<br />-
<br />_
<br />-
<br />IH2
<br />7.66
<br />i 315.32
<br />157.66
<br />315.32
<br />6
<br />315.32
<br />157.66
<br />315.32
<br />315.32
<br />472,98
<br />1315,32
<br />472.98
<br />472.98
<br />-
<br />1113
<br />25 1/2 X 37 3/8
<br />94.72
<br />189.44
<br />�_
<br />94.72
<br />189,44
<br />I
<br />194.72
<br />1
<br />189,44
<br />94.72
<br />-
<br />189.44
<br />__
<br />1 89.44
<br />"--,-.,,-"-�-.,�----�-----,�"-
<br />2154,17
<br />189.44
<br />284.17
<br />284,17
<br />IH4
<br />25 11/2 X 49 5/8
<br />67.89
<br />96.07
<br />67.89
<br />______r_,__
<br />132.22
<br />_____i
<br />67,89
<br />___
<br />� 135.79
<br />-
<br />__
<br />67�89
<br />135.79
<br />135.79 ___
<br />203.68
<br />135.79
<br />203.68 .
<br />203.68
<br />- ,
<br />- ...,.-.-. ---------
<br />5 1/2 X 55 11114
<br />60.05
<br />68.58
<br />__
<br />60.08
<br />94�39
<br />C-0,08
<br />i 100.72
<br />60.08
<br />I 20, I 6
<br />120�16
<br />180.24
<br />120.16
<br />180.24
<br />180.24
<br />11,1455
<br />-
<br />,
<br />I—
<br />_______.
<br />- __ __ __
<br />.-
<br />IHS
<br />25 1/2 X 62
<br />147.85
<br />47�55
<br />52.79
<br />65.86
<br />152.79
<br />. 70.28
<br />52�79
<br />99,52
<br />105.58
<br />158.37
<br />105�58
<br />155,37
<br />158.37
<br />IH6
<br />25 1/2 X 71
<br />1,31.40
<br />43.22
<br />46.1 2
<br />45.43
<br />65.32
<br />90.87
<br />I 36.31
<br />90,87
<br />13631
<br />136.31
<br />I 'H7
<br />1 _El�.38_
<br />-
<br />_ .- _
<br />� 1 9.38
<br />2 6,67
<br />-
<br />26�67. _ _, _.__��
<br />7='=
<br />4
<br />� __ ---'-
<br />28,46
<br />�,.
<br />-
<br />38.32
<br />-
<br />40.31 _
<br />76.64
<br />� ___
<br />-
<br />93.84
<br />- ____
<br />715,64 __',__,___,_
<br />114�96
<br />I—-
<br />114.96
<br />___
<br />-22
<br />'
<br />-
<br />130
<br />-, ____
<br />1260 __
<br />____ ,-
<br />130
<br />__ _.-
<br />260 ____
<br />I 1,30
<br />,
<br />260
<br />__
<br />t3o
<br />1
<br />260
<br />___1 I _
<br />260
<br />
<br />390
<br />I
<br />1260
<br />1390
<br />i
<br />. i390 .-
<br />73
<br />r2
<br />7.3.30
<br />1146.60
<br />73.30
<br />.6Q
<br />173,30
<br />.146,60
<br />1 73.30 -
<br />-14-6.60-----
<br />146.60--l- 219-91
<br />1102.40
<br />]146.60
<br />_ - -;,---
<br />153.60
<br />I - 34 - .9 - 1 __
<br />1 117,73
<br />I 100 64.
<br />u _ _.,_I
<br />_�i -I' __ �
<br />16
<br />I
<br />I
<br />I 219.91
<br />1
<br />'21 9.91
<br />-
<br />.4
<br />- -
<br />36 X 49 5/8
<br />/
<br />5
<br />44
<br />51.20
<br />______�
<br />99.71
<br />51.20
<br />I
<br />102.40
<br />151.20
<br />102.40
<br />1 1OZ40
<br />I 15-3.6-D
<br />11 153.60
<br />__ 2
<br />-
<br />245
<br />-
<br />36 X 55 1/4
<br />-
<br />44.97 ___
<br />E 51.33
<br />44.97
<br />70.65
<br />1 44.97
<br />75.39
<br />144.97 ___
<br />89.94_1____._��_?
<br />73.98
<br />48�22
<br />-------
<br />_1
<br />-
<br />78.49
<br />_�7�
<br />__�9 - --'--
<br />-
<br />.
<br />i89 .94 I .
<br />i78.49
<br />67.09
<br />I --- I---,.---.--------
<br />I _________,_____
<br />134.91
<br />i 1 17,73
<br />..", I-
<br />100,64
<br />_
<br />; 1134.91
<br />-.--
<br />117.73
<br />__
<br />100,64 -
<br />25
<br />-
<br />36 X 62
<br />35.57
<br />135.57
<br />39.24
<br />48.96
<br />________ �
<br />139.24
<br />,___
<br />33�54 - '
<br />'52.2
<br />� � _L�___ _1�9_1�11_
<br />3405
<br />4*1�
<br />t2O
<br />�
<br />4
<br />-
<br />33,54 __
<br />__�6
<br />-
<br />.---.
<br />�
<br />23,19 ___
<br />, __
<br />123.19
<br />I
<br />�
<br />____
<br />31.91
<br />__-,
<br />31,91
<br />___
<br />27
<br />14.21
<br />I 1 4.21
<br />19,56 -1
<br />19�56
<br />.
<br />20.85
<br />_ ___.,_____________
<br />� 8 8
<br />29,56 _ __
<br />-- ----- �
<br />29.56
<br />� 11
<br />5 1
<br />� 6.2
<br />�83
<br />j56,21
<br />84.32 _ _
<br />-
<br />84.32
<br />- ---- ____..______
<br />- � -,
<br />32
<br />'-----*---
<br />-
<br />14.92
<br />229-84
<br />i -
<br />-
<br />. 114.92
<br />229.8"4
<br />114.92
<br />____
<br />1 14.92
<br />1 229.84
<br />� - ...
<br />229,84
<br />344,77
<br />229.54
<br />_344.77
<br />344.77
<br />3 �'
<br />.
<br />2 1/8 X 37 3/8
<br />59.01
<br />118.02
<br />-
<br />59.01
<br />118,02
<br />_2�29..B4
<br />59.01
<br />11$102
<br />59.01
<br />1118.02
<br />1 18,02 __
<br />177.03
<br />____
<br />118.02
<br />________
<br />177,03 .177.03
<br />"344
<br />2 1/8 X 49 5/8
<br />39.25
<br />55.54
<br />-
<br />39.25
<br />-
<br />76.45
<br />39.25
<br />78.51
<br />39.25
<br />
<br />78.51 I -
<br />6B.05
<br />78.51
<br />- - .... 11--
<br />117.76
<br /> ------ _________
<br />102.07
<br />78.51
<br />___.__.__ -
<br />68.05 -
<br />1
<br />117.76
<br />__ - ------- -
<br />102,107
<br />117.76
<br />.______ - - __
<br />1 0�2,07
<br />___
<br />� 345
<br />2 t/8 X 55 1./4
<br />34.02
<br />38.841_1.___.3.4.02.___
<br />53..4�5_
<br />34�02 ___
<br />__
<br />57�04
<br />35
<br />52 1/8 X 62
<br />26.59
<br />26.59
<br />2 9.33
<br />36.60
<br />_
<br />39.05 ___t
<br />-34,02 -,-
<br />29�33 -
<br />__68.05
<br />55.30
<br />58.67
<br />88.00. __�
<br />_____
<br />�58.67_. -
<br />88,00
<br />1 ---
<br />88.00 -
<br />36
<br />52 1 /8 X 71
<br />17 13
<br />". _�
<br />17.13
<br />�
<br />' 23 57
<br />I -
<br />23.57
<br />24.78
<br />25.15
<br />124,78
<br />35,EE��F�__
<br />9j5.
<br />74�34
<br />149,56
<br />74�34
<br />74.34
<br />I � _ ,�4
<br />__._1 _ � 7
<br />I - �P_� - -- --- ---- ---", _ ----- - - -, - ___ -
<br />i
<br />83 . fto,jT 2 I 1 4.29 -, _ - 15 21.59 41.06 150,27 141.06 .61.59 61.59
<br />37 52 1/8 X __1_0138 9 7 15.25 O-�� � .6
<br />__ _ _ ___ -, - -_ --il 4. I 1-1- _�,?_�_ _,__1�0_-.��__ I - -
<br />NOTES;
<br />A) N-IM8ER OF ANCRORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING RS INTERNATIONAL, INC
<br />REQUIRED AT EACH END USING 1/8' EMBEDMENT. FLORIDA EXTRUDE
<br />1 2.540 JEWETT LANE
<br />E_ -
<br />0) FIR 'ES GIVEN IN RSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE
<br />"Ur FLORIDA
<br />TH,S ULTIMATE LOAD IS BASED ON 1.5 X DES;GN PRESSURE PER 1707.4.5�4. USE THE .SANFORD,
<br />OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISON TO ',HIS CHART- . I TITLE: DES I GN PRESSURE CAPACITIES FIN
<br />C) THE PULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER
<br />OF EACH INDIVIDUAL WINDOWS l-AElEl. RATING, A5TM E130f) GLASS LOAD RESISTANCE OR S -- SER. 1000 & 1500
<br />THE LOAD RATING OF THE MULLION KR THIS DRAWING, WHEN QHOSING A WILLION,
<br />DRAWN BY- JBH I APPROVED BY: WAB
<br />Fyr.FFf'. THF WINF)DWIrAA-5S �ll`F;GN PRFRq0RF TRFRFFIY CAUSING THF WINDOW/MA-S-S -
<br />IDESIGN PRESSURE TO GOVERN. __ _ 1DATF:(-,/l 7/04 1 SC ALE� F U LL I D WG : 1 VMi-7 1 N PC, 2i
<br />___ ----------,-- - - - -
<br />1000 PA�./ ESIGNER 1000 P-v_/DESICNF7R � TYFICA�_ MULLION TO CONC�RFIE 0 JAMB �
<br />SILL (TY2 SILL (TYP.) I (APPLIES TO JAMB WHERE I- X 4- - DETAIL
<br />F I & 2" X 4" TUBE MULLIONS ARE USED) 11_� l�
<br />SE . I
<br />/_ * P' `�"� i .
<br />'i�P��
<br />/ TAPPING SMS TAP INF, SMS R �
<br />I � I L_ - BYCITHERS 11" 1.
<br />--- I I
<br />___ I - I X e X 1/9 jllky I X 2 y 3/8 INSTALLATION ANCHOR 3/16' DIA
<br />I
<br />/ TUBE MULLION TUBE MULLIUN -*1111IIIIIIIIII � I �__ TAPPER SCREW ANCHOR cy Yf`�)
<br />�� SEALANT BETWEEN EXTERNAL MULLION
<br />WINDOW FLANGES ONE BY WOOD____I � �--- INSTALLATION CLIP
<br />1 - - - - - - � - & MULLION I 11 BUCK BY LiTHERS .
<br />r i I I ,q , � �i .1
<br />"-�_, .1-1111- - � '-"S X 3/4 SELF I i � I \_ MIT
<br />WINDOW Ft ANGFS \ 1000 S.H. TAPPING SMS \_ __ 1000 S H, TAPPINU SMS ji-LiON
<br />� MULLION - i-1000 P.W,JDESIGN[LR I 1
<br />�qw.7- --
<br />HEAD �TYP.) HEAD ITYP�) SILL (TYP.5 �� .
<br />SEALANT BETWEEN -TI I
<br />,
<br />WINDOW FL,W,CS A (1) SE�, ON A -A _L2) .
<br />1
<br />16 MULLION , If I � �
<br />1000 P.W./DESIGNER i TAPPING SMS I
<br />, SILL (TYR,) __ SILL CTYP,) 1
<br />1000 P,W./DESIGNER //-
<br />�i . / i - I "I = I .,:-I I
<br />� TAPPING SMS // IAPPNG SMS I ( -
<br />/-I X ? 7 /16 X I /8 L-1 / i? 7/16 X 3/8 � ____ _--------, I
<br />- I , i4, '_
<br />\ TUBE MULLION TUBE MULLION 11 I � � - - 1 1/4, MIN
<br />\ / ��VrPFII I/ / I i
<br />\ SEALANT PIETWEEN � :;
<br />9 - z WIND(D-1 FLANGE A 1 . ____ -..., . -_
<br />i I SEAL NT OrTWECN / � & HULLIEN I I
<br />\,� A I \ I
<br />I WINDO FL � � I -
<br />( i j %LGES
<br />'FLANGES � ,
<br />.� � -
<br />- I � MUL'L'1104 4- it i - I I ,� A I -11 -
<br />T - /_ �_ -"\
<br />I I _ul I 11 - ,aLA , /` I/ , \
<br />11 �� i I I -1,--a -,�4�'4 / , ' , A
<br />*% I A�11
<br />1 1�_, I �
<br />\\_ 11 \\,- 1, I f I i
<br />- 49 X 3/4 SELF ,� \ _�______ - I I
<br />" I \ -i I I
<br />�_ I �_. TAPPING SMS '4 \�-118 X `14 SELF I - A
<br />,000 S.H. TAPPING SMS 1000 S'Fzi. \ & I I
<br />HEAD (TYP,'� ( HEAD (TYP,', \ \ TAPPING SMS I I 1
<br />SEALANT EIET'V�EN �,ECTIQ,N A-A_3) 211ON A-/\ (� -1000 S-H, SECTION A -A (7 i I / I
<br />S; E I ____ , I I /�//�
<br />17 WINDOW �LANbt.�, _4 1 �4 L-A-1-j Ff�-AD (TYR) � / I 1
<br />t MULLION I I
<br />\ f- 1000 P V./DESIGNER SEALANT BETWEEN f--IOCO P.W./BIESIGNEIR ------,--- LEL-i I
<br />\ i SILL �TYP.� WINDOW FLANGES SILL (TYP,) 1
<br />-7 1 -
<br />. & MULLION I
<br />I I . 116 X �/4 SE�_F I P 1 Vloyne A, Black, P-E. I Lu-VATION
<br />\ TAPPING SMS I X 4 X I/B � TA P NG SMS I X 4 X _-3/e 548 B Hwy 27 VjEWED FROM EXTERIOR
<br />- I I ,,I, FI I
<br />. clern'10 , I L -,
<br />\ TUBE MULLION 11-111 //- TUBE MULL'.ON 14711 I
<br />9 /_ I I - FL License No. 52583 INTERNATIONAL, INC.
<br />\ I . . I 1 1 ------I 1, 770RIDA EXTRUDERS 2540 JEWETT LANE
<br />4
<br />�� I � SANFORD, FLORIDA
<br />"�� 4' ' 7 1 -1.
<br />7AP� G I
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<br />I I i 11 i i TITLE: SERN, 100Q/1500 FLANGE SHEET 1, OF F
<br />Lit ___j --t- I - ----- �_I i , � 11 � "I C;
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<br />, IC 4 � 1_�, I
<br />- I �_�= __. � ; , " , � - " I
<br />'*1 4 -21,13 z � 'SEE OTHER S I DE ' SHEET 2 [IF 2) F'1P
<br />I \ \\- 4 'zo. 3 � T
<br />t TIM .- � ITIE�
<br />..
<br />,
<br />\ ' =0 S H. TAPPING SMS \_ 1000 S_H TAPPING SMS I - � " 1� 0 R I, , -
<br />,
<br />- - , � 1- 1_� __ - _�D___
<br />� -
<br />HEAD ,TYP,) HEAD (TYP.) . - -1 1�1 . DRAWN BY:MSH � APWO BY: WAB
<br />SECTION LZLL_L� - �� 1, � ""', - I.- _____j
<br />I ) IQ I N I- _� " - IDATE;6/17/04 1SCALE:NTS IDWG.: 1HMFLG
<br />I
<br />- _ __ - __ - I-- - __ __ -11 . - _-1-1111 - __ - - 1. - ___1_1 - 1-1 I
<br />-
<br />SERIES 1000 & 1500 VLANGE VERTICAL DE51GN PRESSURE CAPACITIES IN PSF
<br />I
<br />-_ ---
<br />CAPACITY
<br />CAPACITY
<br />CAPAI
<br />ITY
<br />iIX2
<br />CAPACITY-
<br />- ACI Y
<br />A
<br />I
<br />.-
<br />CITY
<br />WINDOW
<br />WINDOW
<br />1X2XI/8
<br />1X2X1/8
<br />1 X2X3/8
<br />1 x2X3/8
<br />7/16XI/81XZ
<br />7/I6X3/aIX;
<br />7/16X5/5
<br />IX4X1/8
<br />I X4X 1 /8
<br />4X,3/8
<br />2X4X3/'8
<br />CALL
<br />TIP -TO -TIP
<br />TUBE MULL
<br />TUBE MULL
<br />TU13E MULL
<br />TUBE MULL
<br />TUBE MULL !TUBE
<br />MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUSE,VULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />SIZE
<br />SIZE
<br />2 ANCHORS
<br />2 ANCHORS
<br />N
<br />COR
<br />4ANCHORS
<br />6 ANCHORS
<br />6 ANCHORS
<br />SECT. A-AQ)
<br />SECT� A-A(t)
<br />SECT. A-A(2)
<br />SECT. 4-g2)
<br />SECT. A -A 3
<br />SEC � A-A(3)
<br />SECT. A-A(4)
<br />SECT. A-�j�
<br />SECT. A-A(5)
<br />SECT, A-A(5)
<br />S4CANCHORS
<br />E t A-A�611
<br />SECT. A-A�6)
<br />I SECT, A-A(7)
<br />____
<br />_____
<br />- .
<br />I
<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 />-
<br />336.52
<br />_.-
<br />732.42
<br />791.8-1--
<br />1187.72-
<br />791.81_111a7.772
<br />1187.72
<br />13 i19
<br />1/8 X 38 3/8
<br />209 72
<br />-
<br />" __.____,____
<br />317.66
<br />- -
<br />-
<br />209.72 I
<br />429.55
<br />209,72 __�
<br />456.46
<br />-------- ------- -
<br />209.72
<br />_____
<br />456.46
<br />493.47 __ ---
<br />740-20
<br />493.47
<br />___
<br />I F740.20
<br />I ?p
<br />. ----.--
<br />740.20
<br />__11_.__
<br />��
<br />T
<br />14
<br />[19 1/8 X 50 5/8
<br />1.
<br />13 123���.�3
<br />152.75
<br />177.46
<br />152.75 1
<br />11�19 3.9 2
<br />152.75
<br />27 �. 8 �33
<br />�59.4 I
<br />i 539,12
<br />L3:�59 41
<br />539.12
<br />53 9.12
<br />539.12
<br />53
<br />145 lig
<br />1/8 X 56 1/4
<br />94.13 194
<br />_
<br />: 13
<br />127.29
<br />-
<br />127,29
<br />i
<br />135.51 1
<br />I 39.09
<br />-
<br />135.81
<br />194.97
<br />I
<br />319.55
<br />1 460. 17
<br />1319.55
<br />479�33
<br />-
<br />479.33
<br />-'3
<br />�
<br />F_
<br />-
<br />15
<br />__
<br />__�/8 X 63
<br />r19 I
<br />65.97 1
<br />65.97
<br />89.21
<br />89.21
<br />I
<br />97,48 197,419
<br />119.85 �
<br />136.64
<br />_1_______1
<br />90.29
<br />282�02
<br />212.62
<br />142��.E____j��Z_
<br />212.62
<br />_ 2
<br />1296.9a
<br />f -
<br />296.98
<br />2 -�
<br />_
<br />423,03 _ _
<br />365�75 1
<br />16
<br />_
<br />19 1/6 X 72
<br />43....49
<br />43.49
<br />58,81
<br />58�81
<br />64�27
<br />.
<br />164�27
<br />90.09
<br />17
<br />19 1/5 X 84
<br />-
<br />26.96
<br />26.96
<br />36.45
<br />-
<br />36�45 _______.
<br />39.83
<br />'_____._
<br />1 .39,83
<br />--------
<br />55,84
<br />I -
<br />55.84
<br />-
<br />1 31 �79
<br />131-79
<br />184.08
<br />-
<br />184,08
<br />________
<br />294-03
<br />______,______
<br />1H2
<br />-
<br />26 1/2 X 26
<br />---"--
<br />262,57
<br />_.____ - _
<br />572,13
<br />__
<br />262.87
<br />- -------- __
<br />541,20
<br />_.-
<br />262.87
<br />572.13
<br />262.87
<br />572.13
<br />618,52
<br />927.78
<br />-
<br />615.52
<br />927.78
<br />927,78
<br />IH3
<br />26 1/2 X 38 3/8
<br />1 57.93
<br />239.21
<br />t57,93
<br />323.48
<br />1 57�93
<br />343.74
<br />157,93
<br />343.74
<br />-371.61 ---557.41-
<br />-
<br />371.61
<br />...
<br />557�41
<br />557.41
<br />50 5/8
<br />-
<br />97 .25
<br />97.25
<br />113,20
<br />13t.51
<br />-
<br />113.20
<br />143.71
<br />_
<br />113.20
<br />.------
<br />201.45
<br />------.--.I-
<br />143.81
<br />266.35 _
<br />------- ,
<br />i 235�70
<br />399.53
<br />__._______________________
<br />1 339,42
<br />266,35
<br />235.70
<br />. .
<br />399,53
<br />--------
<br />35i�55 7
<br />399.53
<br />353-55
<br />I .1145
<br />� 6 ",12 X 56 114
<br />69 . .43
<br />I
<br />69,43
<br />93-119
<br />911,89
<br />100.17
<br />102.59
<br />100.17
<br />11-15
<br />26 1/2 X 63
<br />48.44
<br />48.44
<br />---- - ------- -
<br />65.51
<br />65.51
<br />------
<br />!71.58
<br />.71�58
<br />-
<br />5&Q1
<br />100.34
<br />1207.10
<br />236�83
<br />207,10
<br />31 0,65
<br />__
<br />31 (L65
<br />11
<br />IH6
<br />
<br />26 1/2 X 72_
<br />______
<br />31.79
<br />-
<br />31.79
<br />-
<br />42,99
<br />42-99
<br />46.98
<br />___
<br />146.98
<br />1 65.86 __
<br />65.86 -
<br />135.44
<br />155.44 .
<br />217.11
<br />I- -
<br />217.1 I-
<br />__
<br />267.38-1---
<br />IH7__
<br />26 1/2 X 84
<br />-
<br />19.62
<br />19.62
<br />26.53
<br />26.53
<br />28.99
<br />28,99
<br />140.64
<br />40.64
<br />195.93
<br />95.93
<br />133.99
<br />133,99
<br />214,02
<br />22
<br />23
<br />37 X 38 3/8
<br />__
<br />216.75
<br />122.22
<br />471.75 ___ - -
<br />185.12 __
<br />__
<br />216�75
<br />I 122,22
<br />-
<br />471,75
<br />- ______
<br />250.32
<br />216.75
<br />� .---
<br />122,22
<br />471,75
<br />- __ - ___
<br />266�00
<br />-
<br />216.75
<br />1471-75
<br />__
<br />510
<br />765
<br />510
<br />765
<br />-
<br />1765
<br />.I'-- _____
<br />431�36
<br />1 122.22
<br />. -,-
<br />266.00
<br />___
<br />287.57
<br />______
<br />431.36
<br />I
<br />-
<br />287.57
<br />� .
<br />I I 431 �36
<br />24
<br />7334____
<br />73.34
<br />85�315
<br />9 9.1 7
<br />85,36
<br />105.37
<br />1185.36
<br />151.91
<br />200.86
<br />301.29
<br />200.86
<br />1 301.29
<br />�
<br />1301.29
<br />-
<br />245
<br />37 X 56 1/4
<br />,')I .97
<br />51,97
<br />70.28
<br />- - ___
<br />70.28
<br />� - ___
<br />74,98
<br />_
<br />76.79
<br />�
<br />� 74.98
<br />107.65 ...
<br />---,--.
<br />176.43
<br />254.07
<br />176.43
<br />1 264�64
<br />1
<br />1 -
<br />i 264.64
<br />25
<br />- -
<br />316.01
<br />36.01
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<br />___
<br />45.70
<br />48.70
<br />153.21 ___
<br />53�21
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<br />65.43
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<br />174.59
<br />__1_1___11_._
<br />[48-62
<br />1153.96
<br />
<br />1 76�06
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<br />1153-96
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<br />"'-'-' ' '
<br />; ,230.94
<br />1 � - _,
<br />I
<br />230.94
<br />26
<br />27
<br />23.47
<br />14.39
<br />123.47
<br />______
<br />14.39
<br />3 174
<br />_
<br />1 19.46 - ------- _f,
<br />.31 74
<br />, _=2__
<br />9.46
<br />1 34.69
<br />i.26
<br />34.69
<br />21-26
<br />4&62
<br />� 29.81
<br />i
<br />1_29.8i
<br />114.76
<br />70-36
<br />1114,76
<br />70.36
<br />131.61
<br />1 ga.27
<br />1 1160.30
<br />98.27
<br />197.41
<br />156A7
<br />___
<br />1. _.____.__
<br />-------�---.-,---..------,--�-�---
<br />-
<br />__
<br />32
<br />53 1/8 X 26
<br />191.61
<br />417.04
<br />19 1.6 1
<br />394.49
<br />191,61
<br />- -
<br />417.04
<br />---,---------I
<br />I 9 1.61
<br />417,04
<br />450,85
<br />______
<br />676.28
<br />450,85
<br />676.28
<br />__
<br />676,28
<br />� - --,-"---- ,--- �� -1-11--1111
<br />33 53 1/5 X 38 3/898,38 149-02 1 mm 201.5-1 9a.38 214.14 98.38 214.14
<br />231�50
<br />347.25
<br />l231,50
<br />__
<br />� 347�25
<br />_ __ - _______,
<br />347,25
<br />__ ___ -----`T-- -I--,-"--- - - ____1 - - -_ -_ -_ -1 ----- --
<br />34 53 1/8 X 50 5/8 ,56,23 56,23 6 5.45 !I 76�04 65.45 183-09 65.45 116.47
<br />f35
<br />____
<br />154.00
<br />-
<br />231.01
<br />1154.00
<br />-
<br />! 231.01
<br />-"- ___
<br />231.01
<br />- ------ - - � __ _ I 1__1.___ __..
<br />345 53 1/8 X 56 114 39.32 39.32 3.17 53�17 56.73 158�10 56.73 81.44
<br />
<br />133.48
<br />192,22
<br />11
<br />1133.48
<br />1200.23
<br />200�23
<br />- __ ...
<br />53 1/8 X 63 26.92 ,26.92 i6.40 36.40 39.78 j3q1_8__ 45,91 __ 55.76 ___
<br />115.08
<br />131.60 -
<br />1 1 5.08 __T
<br />172,63
<br />172.63
<br />36 1 53 1/8 X72 17.34 1 1 7.34 23.45 23-45 25.62 125.62 35�92 35�92
<br />84.77
<br />84.77
<br />97�21
<br />1 118.41
<br />145,82
<br />-'--"--"-'-'-- :IT �, 53 i.77 21.77
<br />__�7_E5.3 1 /a X 84 __ 1 0.5 I _ _ _ _I I Gj_51 __ ___ _ . L�, 1 114.21 15.53 _
<br />- -- L__ _ _ ___ 12 - _ _11 _, _
<br />51.39 _ _
<br />51.39
<br />_____i___1_____________-___
<br />71.78
<br />171.78
<br />120�81
<br />NOTES: I
<br />INTERNATIONAL, INC
<br />FLORIDA EXTRUDERS
<br />A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS iNTO MASONRY RCOUIRED
<br />END 1 1/4-
<br />AT EACH USING EMBEDMENT.
<br />2.540 JEWETT LANE
<br />e) PRESSURES GIVEN 1-4 PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE
<br />y � _
<br />-----__,St, FORD FLQ�TDA,
<br />THIS UL74MATE LOAD IS 13ASED ON 1,5 K DESIGN PRESSURE PER 1707.4.5.4 USE THE
<br />TTTLE�DE�IC)N P,RE'.3SLJRE C`PACITJ�7S FLANGE:
<br />OPENING'$ DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. ..
<br />C) THE MULLED WINDOW ASSEMBLY'S OVERALL DES113N PRCSSURE RATING IS THE LOWER
<br />OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E125,00 GLAS15 LOAD RESISTANCE 01,
<br />-
<br />NS SER, 1
<br />THE LOAD RATING OF THE MQLUON PER THIS DRAWING. WHEN CHOSVC A MULLION,
<br />Y�E W41400W/CLASS PRESSURE THEREBY THE WINWO/GLASS
<br />__________ I-.-----
<br />DRAWN BY: JBH I APPROVED BY� WAB
<br />eXCEED DESIGN CAUSING
<br />DESIGN PRESSURE TO GOVERN.
<br />.
<br />__
<br />- - ___ __!�F - .- _�D_WG ---I �'_M�T 7. ____r5T_,_ 2
<br />DAi� 671 _/D4 1 k��-T Ij i '
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<br />0 ff ,L ENGINEERING, LLC
<br />d9bmw
<br />P.O. BOX 3400
<br />Apollo Beach, Floddo 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 />LOCATED ON THE STATE OF
<br />FLORIDA'S PRODUCT
<br />APPROVAL SITE
<br />AFrERTHE DATE [I IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />@2007-THESE DRAWINGS AND DESIGNS ARETHEJOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT, ANY REPRODUCTION OR
<br />UNAUTHORIZEO USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />-
<br />DESCRIPTION
<br />_
<br />-
<br />VERSION NO.
<br />SHEET TITLE:
<br />PLORIDA 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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