|
0
<br />77
<br />-
<br />C6
<br />.0
<br />a
<br />=3
<br />N
<br />_0
<br />:9
<br />11-
<br />CID
<br />9
<br />4
<br />,;-:
<br />f-
<br />cm)
<br />100L P W /DLSIGNER
<br />711-L (T'iP�)
<br />/ . TAPPING SMS
<br />- I X 2 X 1/8
<br />TUBE MULLION
<br />T:: �174LANT OFTWEEN
<br />�.TNDOI./ FLANGES -
<br />& MULLION
<br />%ALANT FETIwEU4-J J "flS X '3,'11 SEL.7
<br />vi,iDQw F-LANCES \
<br />t MULLION - 1000 �;J4,
<br />HEAL 4TYP,)
<br />SEALANT BETWEEN
<br />�__ "I[Nnn"W FLANGES S'-C-IION A -A (1)
<br />t MULLION
<br />\ \ �--1000 P.W,,DCSIGNER
<br />I \ i SILL (TYP.)
<br />I L
<br />\ \ : TAPPING SMS I x 2 7,1,; x 1/8
<br />- ,
<br />I ___-q
<br />\ I 'O TUBE MULLICN
<br />\ F //
<br />\/ / 11 SZAI-ANT BETWEEN
<br />� ___
<br />\ L __ - ____ WINDOW FLANGES-
<br />______.f" I & MULILION
<br />1000 F.W./DESIGNER AUXILIAP'v PiAT
<br />SILL C-YP,) (,OR ADOITIOt4AL ANC-QRS, �114CN RCOULR�U)
<br />0 1 - �
<br />/� 48 i DETAIL
<br />i
<br />/ . TAPPING SMS I
<br />, - - ll
<br />11, , '7r) i 1 , 0 .
<br />I 11 I �- X X /� I - - - -
<br />7-- -, �
<br />I/ TUBE MULLION -, " i
<br />I- "ULL ION _/ r
<br />a I I � (D �
<br />.
<br />\__ I 0010 S.H TAPPING SMS
<br />NEAD IT YP.)
<br />SECTION A -A JL
<br />r- 1900 PW ' �DESIGNEP
<br />I I SILL (7YP)
<br />I
<br />, ,- 98 X 3/4 SELF
<br />I
<br />i / TAPPING SMS
<br />; / �1 X 3Y8
<br />i - I ____1 /-- I X 2 7 /I
<br />- k C-1 TUBE MULLION
<br />r ffvF__
<br />� I /
<br />T I f I SIAI-ANT / / /
<br />BETWEEN -.(
<br />WINDOW ri,Ap4oc \
<br />I 4" & MULLION \
<br />�
<br />'\ �---#O X 3/4 SE' F
<br />I ,_ Ila X 3/4 SELF
<br />- ,Do, S H TAPPI140 SMS
<br />\_ :000 S.H. TAPPING SMS
<br />HEAD ',TYP.)
<br />HEAD ,TYP,)
<br />'SEALANT �,ZTWEEN u- 4;4j
<br />-A ' "
<br />SECTION A. �,+
<br />_f-0
<br />'WINDOW FLANGES
<br />& MULLION
<br />�
<br />F-1000 P'.//DFSIGNFR SEALANT DE7WEE:N
<br />- 1000 P W,,'DESIGNER
<br />,W_ND
<br />SILL (-YP) I O'-� FLANGES
<br />SILL (TYP.)
<br />I I, MULLION
<br />7
<br />/
<br />\
<br />T
<br />I] /
<br />�
<br />/ TAPPING SMS
<br />\
<br />I ,-,v-F---,,-v�,
<br />i y 4 X 1/9 I
<br />//,- TUBE MULLION �
<br />1L__
<br />.WQf'tjF_--_I,C_9__�
<br />1 _____ __I / TUBE ML:_LION
<br />-08 X 3/4 S7�L,F
<br />\ '-1000 &H- TAPPING SMS
<br />HEAD ,TYP.j
<br />Sb-1 ION A- A C-5) -
<br />\ - 48 K 3/4 SELF
<br />\__ 10"I S.H. TAPPING SMS
<br />HEAD (7YP )
<br />'
<br />SECTiON A7A�6)
<br />TWO BY WOOD
<br />____-
<br />APPLIES TO HEAD & SILL WHERE I ' X 4"
<br />& 2" X 4" TUBE MULLIONS ARE USED
<br />I
<br />�
<br />I - SHEATHING
<br />I i 11 I /,/
<br />I
<br />I- IDN ANCHOR OE WOOD
<br />.�_,,,- INSTALLAI. SCRE�W (_V
<br />�_ 5 P.)
<br />I
<br />EXTERNAL MULLION
<br />L--------, INSTALLATION CI IP
<br />I I \--- MULLIION
<br />1000 P,1W,jDESIGNCR ' �,j
<br />SILL ( T YP-) I I
<br />- - I I -----
<br />I I ' I __�\
<br />/-#8 X 3/4 SEL F I 12LInil. C-�,
<br />/ 1APPIN5 SIMS H7 I A /-&-:a"
<br />�,,� I 11 I I �
<br />/ TUBE MIJLL113N - � - - I/
<br />-1 .- ------- - � i I I 11 -I ,.,-,---" .. . I
<br />.
<br />L1 1/8, MIN __j
<br />EMBE DMENT LL.EVATFQ
<br />A - - . VIEWED FROM EXTERIOR
<br />-
<br />- I. - .- I DETAIL P APPLIES TO Hf�O & SILL WHERE 1" X 2"
<br />- -,-,--- ,
<br />- 7/1 G' TUBE
<br />11 For olk.,ri�li, � '" X 4 MULLIONS ARE USED
<br />�"_17 Pro.. .Z.
<br />" H.,;zo,,kol "I;p " SK-FIC -
<br />,
<br />,
<br />\ I� �01 witoble. -.------I-- _�� 11
<br />: -
<br />it i's .c-ptobl. fR I 'TA'_LATlUN .NC �M
<br />TAPPING SMS ID uze -._ IN'S ,
<br />_' I Is Vaju ww"
<br />-iuo s-H, SEQTI N A -A (7) oso s'so!o'o _t; 0 i � c) i P" v 11_,_fP,)
<br />HEAD CIYP.', Uetq,I U. . HORTZ CLIP
<br />.. _
<br />-
<br />ftyric A. Block, P E.
<br />54a R H-, 27 1/6, HIN.
<br />Cle-ont, 'F� 34711 1 1 I- OOEDMENT
<br />FL bce,ise No. 52583 , . . -
<br />S 254G JEWE17 LANE
<br />FLORIDA EXTRUDER ,SANFORD, FLORIDA
<br />INTERNATIONAL. INC, ----'--'------' - _
<br />. TITLE� SFR, 1000/1500 r
<br />- - uk, . .
<br />� i- I ,,, � �4), �, 17, HURIZONTAL. MULLIDN SECTIONS
<br />I I � SEE OTHER SIDE (SHEET 2 DF 2) FOP,
<br />II _. 52D��,� �' APACITIES'
<br />k r� �
<br />W - _.
<br />� , 'Q �:"�)`,, .�, .
<br />�� - , ,,� I � DRAWN BY:MSH I APPROVED BY! WAB i
<br />"' -
<br />c
<br />0__-,.,_t-��-�� -- [67AM,6LI_V/04 1SCALE:NTS JDVG� if:�I�TFF__j
<br />- _
<br />SERIES 1000 & 1500 FIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF
<br />WINDOW
<br />.
<br />- CA � ACITY P'AC TY CAPACITY CAPACITY I CAPACiTY CAPACITY 1 CAPACITY CAPACITY CAPACITY
<br />WINDOW UN41WTT','�A .
<br />X2X 1/8 2X3/8 I X2X3/8 IX2 7/16XI/8 IX2 7/16XI/8IX2 7/16X3/8�X2 7/16X3/B I X4X 1/8
<br />I CAPACITY I CAPACITY
<br />1 x4x3/8
<br />CAPACITY
<br />1 ��AP�i�TT_Y
<br />CALL.
<br />RUCK �i
<br />ITUBE MULL
<br />- ,
<br />�
<br />TUBE MULL. TUBE MULL TUBE MULL I TUBE MULL TUBE MULL TUBE MULL 1 TUBE MULL TUBE MULL
<br />TUBE MULL !TUBE MULL
<br />TUBE MULL
<br />L
<br />TUBE MU
<br />TUBE MULL
<br />517E
<br />SIZE . 2 ANCHORS
<br />�
<br />4 ANCHORS 2 ANCHORS 4 ANCHORS 1 2 ANCHORS 2 ANCHORS I 4 ANCHORS
<br />6 ANCHORS 1 4 ANCHORS
<br />6 ANCHORS
<br />3
<br />�71111
<br />6 'NOLHOI
<br />6 ANCHORS
<br />-
<br />I SECT A
<br />_, j)_
<br />___ , _,:�Ak(
<br />- - 2) I SECT- A-A(2)1 $ECT. A-A(3)! SECT, A-A(3) SECT. A-A(4)1 SECT. A-A(4) SECT. A-A(S)
<br />_S�!j�._�,:_,��!J, _
<br />, - --,-- ,A7AL I I I -
<br />SECT. A-A(5� 1 SECT. A-A�G�
<br />""
<br />SECT. A-A� 5
<br />_
<br />" , _
<br />SECT, A -A
<br />, A ,
<br />"
<br />_ (7)
<br />�__ _
<br />-------
<br />12+HC
<br />- ___
<br />18 1/8 X 34 9/161
<br />428.17
<br />856,35
<br />428.17
<br />856.35 1
<br />.
<br />428,17 I 856.35
<br />428.17
<br />I
<br />j 856.35
<br />a56.35
<br />" -
<br />1 �54,53
<br />i . 856.3.5
<br />_
<br />1284.53
<br />__
<br />_
<br />1 1284,53
<br />1 3+H
<br />-_
<br />18 I 13 X 46 15/16
<br />324.21
<br />. 648,43
<br />324.21
<br />- .
<br />648.43 1
<br />. . -_
<br />324.21 I 648,43
<br />324-21
<br />648.43
<br />, 648.43
<br />972�65
<br />I
<br />I 648.43
<br />972.65
<br />�_
<br />I
<br />972 65
<br />____ _
<br />14+HC
<br />18 1/8 X 59 3/16
<br />261.39
<br />-
<br />1,522.79
<br />261,39 1
<br />,522.79 1
<br />261-39
<br />I 522.79
<br />261.39
<br />1 522.79
<br />1 522.79
<br />__
<br />1784.18
<br />-_
<br />. .-I.-.----
<br />1 522.79
<br />- -
<br />784 18
<br />. I
<br />-
<br />�784*,618
<br />-----.--
<br />145+HC
<br />18 1/8 X 64 i,�/16
<br />240.03
<br />2tB.60
<br />I i
<br />� 480.07
<br />- .
<br />1437.20
<br />240.03
<br />_. __ _
<br />21 8�60
<br />480.07 1
<br />240.03
<br />1 480.07
<br />240�03
<br />i
<br />480�07
<br />F_,;�Bo.07
<br />720,14,
<br />- .
<br />I
<br />f 48Q�07
<br />�
<br />720.11
<br />I -
<br />1 720.11 __
<br />1 655,81
<br />15+HC
<br />,--I
<br />18 1/8 X 71 9/16
<br />::j3:7 � 2 =0
<br />2 I 8.60
<br />�
<br />1 437.20
<br />2i8L60
<br />. 437..20..
<br />i 437.?O
<br />655.81
<br />_
<br />1 437.20
<br />655.81
<br />__.-
<br />16+H-1
<br />-
<br />- .- _____ ___
<br />18 1/8 X 80 9/16
<br />195-34
<br />-
<br />390.69 1
<br />195.34
<br />390.69 1
<br />.1_____
<br />195.34
<br />. - .. .
<br />1 390�69
<br />- -
<br />- I
<br />195.34
<br />____
<br />1 390.69
<br />390.69
<br />586 04
<br />, _
<br />I
<br />I 390.69
<br />I
<br />t
<br />586,04
<br />----T------
<br />-
<br />1 586.04
<br />17+4C
<br />iE i,/8 x 9 I 9/i6
<br />17I.07
<br />342.15
<br />1 171�07 I
<br />3 4 2. 1 5
<br />.
<br />i7i.07
<br />1 342,15
<br />I 171,10-1
<br />I 342.15
<br />� 342.15
<br />� 51 3,23
<br />I 342-15
<br />513.2-1
<br />��_._
<br />51�.23
<br />___
<br />1H2+HC
<br />__
<br />- - ____
<br />25 1/2 X 38 114
<br />-
<br />2 63.27
<br />526.54
<br />. -
<br />263.27
<br />526.54
<br />______
<br />263,27
<br />________
<br />526-54 -
<br />- I—-
<br />263,27
<br />I ----------
<br />1 576,54
<br />526�54
<br />- - ____1.1____.,__
<br />7d9,81
<br />1 526-54
<br />-_ -
<br />_,__--- --
<br />789.81
<br />1 789�81
<br />1 H 3 + H C
<br />- __
<br />25 1 /2 X 50 5/8
<br />- - ____
<br />207,89
<br />- - ____
<br />41 5�78
<br />- __
<br />- -
<br />20/.89
<br />415.78
<br />207.89
<br />415.78
<br />- - _
<br />2C7.89
<br />__ ,______..
<br />i 415.78
<br />__ --,.-,-.,------,-,----�-.�,---,-------�---
<br />41538
<br />623.67 _T_______,____
<br />-
<br />1 415.78
<br />623.67
<br />6�3�61
<br />1H4+HC
<br />I 25 1/2 X 62 7/8
<br />170.84
<br />341.69
<br />170.84
<br />341.69
<br />170.84
<br />341.69
<br />170.84
<br />�� 341.69
<br />341,69
<br />5tZ,54
<br />� 341.69
<br />51 Z.54
<br />512.54
<br />1
<br />I H45+111C�5
<br />-
<br />11/2 X 6S 11/2
<br />157.92
<br />__
<br />315�85
<br />157. 92
<br />-
<br />'315.85
<br />157.92
<br />__
<br />315.85
<br />_
<br />1 1 57,9? � 3 1 5. 8 51;
<br />315.85
<br />473.78
<br />I
<br />! 315�a5
<br />473,78
<br />473.78
<br />I
<br />-
<br />__ -
<br />____ , - 1
<br />-
<br />-1111". - - I'll, ��� . . . . . . . __
<br />I --I
<br />, __� -
<br />------.- ___
<br />;I
<br />I __ - __ - _ , , ,
<br />[ - '"
<br />'434,36
<br />
<br />___
<br />1 1 15 + Ii C
<br />I25 1/2 X 75 114
<br />144.78
<br />2139,57 ___ _.
<br />260.65 I-
<br />144.78
<br />289457
<br />144,78
<br />89-57
<br />144.78 ; 289.57
<br />I 1 289.57
<br />I
<br />1 289.57
<br />434�36
<br />434,35
<br />1H6+HC
<br />�5 1/' X 31 1/4
<br />1
<br />- -
<br />I 30. 32
<br />------- -
<br />130.32
<br />____�
<br />260.65
<br />__ . _.
<br />I I 30.32
<br />� 260,65
<br />;
<br />130.32 � 260.65
<br />1 260.65
<br />1390.98
<br />I f 260,65
<br />390,98
<br />390�98
<br />I
<br />I H7+HC
<br />__ I.
<br />_____'_
<br />�5 1/2 X 96 114 115.01
<br />- ,--- - ___ ,
<br />I
<br />230.02 1 115.01 230.02 1 1 5.0 L _. I 230.02 115.01 I 230.02 1 230,02
<br />,- - - - -_ - I
<br />-
<br />1345,04 . 1 230.02
<br />__t
<br />345,04
<br />1 3 45.0 4
<br />I _
<br />22+HC
<br />I I
<br />!: 36 X 43 1/2 139.50
<br />I --- ---.-.- - I
<br />279��I 1 139.50 279.01 139,50 279.01 139.50 I 279.01 1 279.01
<br />I
<br />1418.51 i 279.Oi
<br />418.51
<br />--'
<br />1 418.51
<br />..
<br />-
<br />129�24
<br />_ ---...--. - - __ ___ ------ _.__,_,_____,___.__. , -, ___._ - .- � ____� ---- -- 11�;I�il_
<br />�
<br />258.48 1 129.24 258�48 129.24 258.48 . 129�24 :: 258.48 25 ,
<br />-
<br />I __ __ '_ _�
<br />. "
<br />I 1 258.48
<br />-
<br />387 �72
<br />38 __
<br />7.72
<br />24+HC
<br />: _� 6 X 68 1/8 108.58
<br /> ____..
<br />-T- . � �
<br />217�16 1 08�58 217-16 108.58 217.16 108.58 : 217.16 2 I 7.1 6
<br />
<br />1325.74 1 217.16
<br />325.74
<br />1 325.74
<br />-
<br />245+
<br />5/4 1 O A I I _9
<br />t �
<br />202.31 � 101.15 __ 702.31 101A5 202-31 101.15 i 202.31 202.31
<br />-, - ___ i
<br />303.46 1 202�31
<br />303.46
<br />303.46
<br />25+HC
<br />- -__
<br />[ 36 X 80 1/2 93,48
<br />__
<br />; I
<br />186.96 i 93.48 186�96 1 133.48 !I 1 86�96 93.48 186.96 186.96
<br />1
<br />- .. - � - ____ .. -----4---- ____---------
<br />I
<br />280.44 � 186.96
<br />� __
<br />230.44
<br />280.44
<br />26+HC
<br />I
<br />36__X 89 1/2__ 8,
<br />f
<br />84.89 169.79 1 84.89 169.79 84.89 1 169,79 169-79
<br />2.54.69 I 169.79
<br />254.69
<br />254.69
<br />� -
<br />27+HC
<br />I-
<br />36 X 101 1/2 175.63
<br />__ -
<br />i
<br />� I --i
<br />i 151�27 � 75.63 151�27 r 1-5. 6 3 151.27 75.63 1 151.27 151.27
<br />- I
<br />.1
<br />226,90 � 151.27
<br />I
<br />2 2 �_9 _02
<br />-
<br />2 _6 9-0
<br />32+HC
<br />52 1/8 X 50 9/16 74,52
<br />;
<br />� _� __
<br />_�_ - _. - - '__________ - - __��
<br />I I
<br />T 2 I
<br />. 1 7
<br />i 87,63 74.5 � 122.28 1 4.52 I 30.48 1 74.52 1 49.05 1 149.05
<br />__61
<br />I
<br />-_
<br />I
<br />. Z'3.57 I I 49.C4
<br />�
<br />. -----,---
<br />223,57
<br />________ -
<br />223�57
<br />33+HC
<br />______
<br />.
<br />52 1/8 X 62 15
<br />-1-1.1 Zli!l�v_qj______
<br /> -
<br />�
<br />!
<br />1 77.62 ' 66.01 ; 3.31 1 66.01 1 1 5,58i 66.0;
<br />I IOE , 132,02 1_32�02
<br />1_______.____ - - ____ 11-------L-------------------�----��-�.---
<br />198.04 L 132.02
<br />198,04
<br />-
<br />198,04
<br />34+HC
<br />52 1/8 X 75 3/16163.07
<br />I
<br />74. 1 C, 1 63.07 3 � � 103,49 63.07 1 10.44 63.07 126.15 126.15
<br />189.23 i 126.15
<br />189.23
<br />189,23
<br />-
<br />345+HC
<br />- -1 __
<br />52 1/8 X 90 13/16ko.90
<br /> ____ - _
<br />:
<br />� 2 1,81
<br />71.61 60.90 & 99.q3 50�90` 106.64 60�90 121-81
<br />1 8?. 7 2 1 121.51
<br />182,72
<br />182.72
<br />35+HC
<br />____1
<br />- ,. .- - _ ____ __ - ____ ...... � -
<br />�2 1/8 X 87 9/16 1 56.84 66�83.____ - 56�84 1 93.26 56.84 99.52 ___ 56.84 1 1 13.68 1 13.68
<br />_-, , ,
<br />170'.5-2 - , F -I 1-3. 6-8--, - -
<br />_
<br />170,52
<br />__
<br />170.52
<br />36+HC
<br />52 1/8 X 96 9/161 52.1 9 __
<br />.
<br />61.37 52.19 4.38
<br />_�_ �_64 � - 52,19 91.38 52.119 __
<br />- ___ . .
<br />;
<br />1
<br />156.58 � 1041.38- 1
<br />I - __
<br />156.58
<br />- __ ___
<br />�
<br />156.58
<br />-
<br />_37+HC
<br />52 1/8 X 1087j/: 7.06
<br />_ --"---,-- 16 �4
<br />55.34 1 47.06 1 77.22 47.Q6 52�40 . 47.06 4,12
<br />- -----,--.,------ .
<br />1 141.19 � 94-12 1
<br />141,19
<br />141.19
<br />NOTES,
<br />- - -
<br />A) NUMBER OF ANCHORS NOTED ARE FOR "S WOOD
<br />�t
<br />REQUIRED AT EACH ENO USING 1 1/3" EMISEGMENF�
<br />S CREWS INTO WOOD FRAMING
<br />FLORIDA
<br />I
<br />EXTRUDER S 2540 JEWETT LANE
<br />9) PRESSVRES GIVEN IN PSr ACE FOR 2113 OF ULTIMATE MULLION DESIGN LOAD II;HCPE INTERNATIONAL,
<br />INC.
<br />SANFORD, FLORIDA
<br />.
<br />TF�15 ULTMA7E LOAD IS BASED ON 1.�� X DESIGN PRESSURE PER )707.4.5.4. USE !HE
<br />OPENING'S
<br />DESIGN PRESSURE WITHOUT NCREA5E FOR COMPARLSION TO THIS CHART, TITLE: DE S
<br />'
<br />�
<br />1 GN PRESSURE CAPACITIES
<br />FIN
<br />'
<br />C) THE MULJD WINDOW ASSEMBLY'S OVERZL DESIGN PRESSURE RATIN(; IS THE LOWER
<br />QF LACH INONIOUAI, WINUOW'S LABEL RATING, ASIV E1300 GLASS LOAD RESjSTANC-� OR HORIZONTAL MULLION'_� - SER, 1000 & 11500
<br />THE LOAD
<br />RATIN�. OF IMF MULLION PEP, THIS DRAWING, WHEN CHQ$ING A MULLION,
<br />---
<br />I
<br />-
<br />6� WFC
<br />-'-----'
<br />FXCFF0 THE IVIND0,0GLASS DESIGN PRFSSI,IRF THFRFRY
<br />CAUSiN�c THE WINDOW/CLASS DRAWN BY:MSH
<br />A�PROVED
<br />I DESIGN PRESSURE TO fiOVFRN�
<br />-_ _ -
<br />ID .. A I TF - : (, - / I - 71 - 0 4 1 SC ALE,
<br />�_
<br />-.-, . �
<br />ION S.IL -I /--I X a X 1/8 1000 S-H,
<br />JAMB (T'rP,) I I TUEE 1IUL' ION JAME (TYP.)
<br />_,L��98 X 1/2 SELF
<br />TAPPING SRS
<br />, -
<br />- % I ji � � �_, \ �- SHEATHING
<br />TW \ L�N TUBE MULLION I
<br />�`
<br />SEALA'_ LT
<br />I � F '4�:�l �11DO�l `��'1�111'r � SCREW (TYP.)
<br />'
<br />-
<br />N' "' CEN INSTINLILATION ANCHOR #8 WOOD
<br />LAN
<br />-
<br />__�" _�� CAL
<br />\
<br />\7==d :�ftL W�120AITF'I'A-" %
<br />� \ & MULLION & MULLION
<br />� �Qu V 1-11a SELF \___ , u —-EXTERNAL MULLION
<br />.�P..Ii� . 8 x j-1/2 ,,�Cir I I
<br />T P 4G SMS TAPPING SMS I MULLION --"-,a _\�_ INSTALLATION -LIP
<br />SECTION A A(� _�, I
<br />_1 � SECTION A -A (2) 1
<br />/- I X 2 7,16 X 1 /6 1000 S. I APPI DES TO HEAD & SILL WHERE 1 " X 4"
<br />1000 S,H. - I TIJBE MULLION 1000 SH, _� -I X 2 7/1 6 Y 3/8 JAME (TY�1.11 I I __ & 2;� X 4" TUBE MULLIONS ARE USED
<br />-_ - - '
<br />.JAMB <TVP-)-- ""' JAMB (TYP) III TUBE MULL113N APPLIES TO HEAD & SILL WIHIERCI" X 2"
<br />1 1 �FT,�, & I" X 2 7/1C," TLBE MULLIONS ARF, USED
<br />i .
<br />�L I __ Sff
<br />i E_ __ - 8 X I 8 X Ila ,LF #6 WOOD SCREV
<br />641___� T S
<br />- _ �I ,14 I IAPPING SMS , ___� 4
<br />� I �,-- U." X 1/2 SELF i �/,� SELF �L .#= I APPING, SMS I F-INSTALt.ATIUN AN�HOR
<br />_� I
<br />rLul , , TAPPING SMS I I J�-_JML B
<br />I \------j SEA!AN_ PCTWEC,14
<br /> w1ijbOW FRAMF
<br />11 & MULLITN
<br />'- 08 X 1-1/2 G�ELF
<br />TAPPI14G SMS
<br />SECTION _�=A_L,5)
<br />I- I X 4 ). 1/8
<br />I / IIJBIL MULLEIN
<br />ION S 1000 S.H.
<br />JAMB (T Y�H� � L -s imo - - IAMB (TYP,)
<br />, -
<br />, �
<br />I, 8 X 112 SELF .
<br />10 - TAPPING SMS
<br />\ '\-_L SEALANT BFTVEEN
<br />\ WINCOV FRAME
<br />\ & MULLION
<br />\- #8 X 1-1/2 SE - F
<br />TAPPI14G SMS
<br />_aE_C-CI�2N A-_�L (f)
<br />_�
<br />; � ____ (TYP)
<br />i �, - For olt_r%ot.
<br />- 2 JL__ sil P'Wil�� �,, I ""
<br />,
<br />__ !� , - ,
<br />. \ , III Clip" ;� r,Qt I
<br />-1-_ , 6 ;;;�_, -----= 4--ix- 'vik.tl(7, A is F- SILL CLIP
<br />I
<br />a' \ ---. I 77�'I -11 /
<br />. occeptoble la Se
<br />- - - ii u, Il f �
<br />'12 , . . " ,,, - \ '14.ucti., C P
<br />LIS X i-1 _� __-___S&LANT BETWEEN
<br />WINDOW FLANGES 09 sh- ,� ! 1/8' MIN.
<br />*�,� 7 SLALANr BETWEEN TAPPING SMS & MULLION De.t: C. 'MBEUMENT
<br />-- - WINDOW FRAME / --- - � �
<br />& MULLION I ___:,_�
<br />SEC-ILN A- /') SAATWIZ --/ ___ I I
<br />/
<br />-
<br />-
<br />- 48 X I-IIE SELF __L_L_
<br />TAPPING SMS i ucl,�11_ L--\ i
<br />:�,_ __�',
<br />- I SWOOD FfiA4IN_u
<br />_5FICTION A -- A L4) i �_ - ____ - - __
<br />'_ I--,----- - � \ --- AUXILIARY PL,ATE
<br />l- I X 4 X 3/p ! I 1 - . "I <FOR AUDITIQNAL ANCHORS, WHEN RCOUTRt0)
<br />/ TUBE MULLfUN � , / / I I (D -
<br />__7_I 1 / // / I
<br />__ I ! �--,�// r I , n '/// I
<br />i , , I I - � -.--,. -_ -_
<br />i ;A� A :�_��_,L7�,�_
<br />I ( I i " m-, - " -01 - (D ��
<br />I I I __ __ - ' "'
<br />i i L , , -
<br />i 1-1 \,
<br />I #8 SFLF TAPPING - - ./
<br />L I SMS <T'fP.> \_ MULLION _/ I
<br />I
<br />I
<br />�_�_7_ - uiw"
<br />3, EL .10
<br />\ . #8 x I/a SELF I -EVA7
<br />0w"0v4__TAP�INCj �MS i ________ -VIEWED FROM EXTERIOR . I 1 L__2� I
<br />11 INTERNATIONAL, INC
<br />� JI - L,j _� �(o I I cl FLORIDA EXTRUDERS 2540 JEWETT LANF
<br />L L, LF' ,-, 1.��_
<br />\ .q C14 _� -1 , -, SANEQRQ� FLO41DA
<br />- - ______ -
<br />"I � - IF " ") U) I I'�, Y,�,,. �, - I ,ivnx:SER. 1000 - / � I , 500 FIN
<br />- � 1-1-.- �, I I -
<br />') ,1� cf Z' �
<br />I- SEALANT �F7WFFN F0 T L� - . 2563 � I
<br />WINDFI1 FRAME w .
<br />.,e M �; � __
<br />� MULLION C C :, , � - C�_ - , SEE OTHER SIDE (SHLET 2 OF 2) FOR
<br />1---#B X 1-112 SELF q, in . ii, ;,- % � -
<br />c' E () ,20 4�" ____TAPPROVFD BY: WAB I
<br />,- I ��' RAWN BY: MSH
<br />TAPPING SMS . I ��111 ��, -:, I - _ ,,c,. 4, 1, I
<br />� .
<br />5ECTION A -A t.6 [,:� 6 -I _1� I .
<br />. L� t,:��k` I DATE: 6 /I 7 /U4-1'�3-6�L-E-,-NI-T-S---,FDWG.: I VMF 1 N I
<br />1000 P.'w,/ BE SIGNER
<br />SILL (TYP.)
<br />/ � TAPPING SMS
<br />iii_r�__Rl
<br />I - I X 2 X 1/8
<br />TUBE MULLION
<br />U=_if SEALANT 2
<br />INDOW Ft
<br />--4--J I W MULLION
<br />SEALANT BrT'.1EEN4 U L
<br />WINDI)w FLANLirS
<br />& MULLION \___ loaf] S.H, TAPPING SMS
<br />HEAD ITYP"I
<br />,,A,"ANT B� I - WDCN
<br />� � SECTION
<br />WINDOW FLANGES A -A (1)
<br />& MULLION
<br />_ 1000 P 'W' /DESIGNrR
<br />� SILL (TYP.)
<br />\ /l-a SEL
<br />TAPPING SMS
<br />4 1 X 2 7/16 X 1/8
<br />\ lIrl /_
<br />1\ I ,F_--�'d] I / TUBE MULLION
<br />�� I F__v__.__.__ T(
<br />I I
<br />/ , ; SEALANT BETWEEN
<br />11 1 ! WINDOW FLANGES-
<br />-
<br />-71 � III . & MULLION
<br />I \ 1--tis
<br />�__ I 000 S K TAPPING SMS
<br />HEAG (TYR)
<br />SFALANT BETWEEN SECTION A -A (3)
<br />WINDOW FLANGES
<br />& MULLION
<br />r- 1000 P.W./DCSIGNER SEALANT BETVEFN
<br />I SI-L (TYP.) WIND'3W FLANGES ,
<br />f 1148 X 3/4 SEi - F & HLL I 119N
<br />\ 11 , / TAPPING SMS -1 X 4 X 1/8
<br />\ � 1�wvff-';!,77 1 / I UBE MULLION
<br />- #
<br />�__ 10,10 S.H, TAPPING SMS
<br />HEAD (T�P.)
<br />SECTION A
<br />I -A (5'
<br />- 0j
<br />1000 P,W,/I)ESIGNCR
<br />SILL (TYP,)
<br />/ � TAPPING SIMS
<br />I X 2 X:318
<br />//-TUBE MULLION
<br />\ , -- 1000 S.H, TAPPtNIJ SMS
<br />HEAD (TYP,)
<br />' FIQ
<br />iFC , N A -A �'Z)
<br />F ICOO P.W /DESIGNER
<br />r SILL <TYP�)
<br />I
<br />#8 X 'jl4 SLLf
<br />TAPPING SMS
<br />I X a 7/16 X 3/8
<br />Tn nT]j / TUBE KULLION
<br />IF SEALANT BETWEEN
<br />14DOW FLANGE
<br />#-----� I &W MULLION
<br />'
<br />TYPICAL MULLION TO CONCRETE 0 JAMB
<br />(APPLIES TO JAMB WHERE I- X 4-
<br />-
<br />& 2" X 4" TUBE MULLIONS ARE USED)
<br />'�,7
<br />CONCRET
<br />BY OTHERS
<br />'�
<br />�
<br />D_____�
<br />Lim�111�z�ltyozcllols
<br />I�Q
<br />1000 P,W./DESIGNLR
<br />SIL�_ (TYP,)
<br />L
<br />TAPPING SMS
<br />/ / a
<br />v " TU13E MULLION
<br />DETAIL 8
<br />INSTALLATION ,ANCH[GR 3 j(p' IIA� I
<br />EW ANC
<br />TAPPER SC I Hf� "'P
<br />- EXTERNAL, MULLION
<br />INSTALLATION CLIP �
<br />\-:7 III
<br />, L_J\�j
<br />I_ 1 1/4' MIN.
<br />E
<br />'AV
<br />LLICN
<br />I ___ ---.--. I f �, I I i /
<br />-
<br />-) I LL-1 ___ PEIATL P .... ____ T___�,
<br />i _tt ,�,/�_�X�-,,,�
<br />- - I '' ILI
<br />1, r \ I . I 1
<br />-
<br />- 48 X 3/4 SEU i \_ �,. _7 L - ------ i I
<br />\_ 1000 SIH TAPPING SMS F A
<br />HEAD (TYP) \1 TAPPING SMS I
<br />\ i
<br />.
<br />I
<br />, SECTION A -A
<br />:
<br />.000 S.H. I / 7 1
<br />I i
<br />HEAD (TYP) ///� I
<br />'// I
<br />I i f
<br />I1000 PW./DE5jGNER -_ ___,_1 I - - - --- i i
<br />ISILL (TYP.1 J
<br />Wayne A. I P,E i Ei EVATIO
<br />//- TAPPING SMS - I X,1 X 3/9 548 B Hwy 27 1 VIEWED FROM EXTERIOR
<br />��V�1017 ---- / TUBE MULLION Clermant, FL 34711 1
<br />ql / FL License NO. 52583 INTERNATIONAL, INC.
<br />, FLORIDA EXTRUDERS 2540 JEWETT LANE
<br />I I - - __1._____________1_.__ SANFORP. FLORIDA
<br />i I
<br />I - -t- __ __ -I ,� I -_ � TTTLE�SER. 1000/11500 FLANGE SHEET 1, OF 2
<br />_jL_u , �� " )"�� �, r, 0, , I HIOL
<br />\ . EET 2 OF 2) FOR
<br />\_#B X 3J4 Slil_� 41 I", �,2,_J3 .
<br />\ TAPPING SMS _j I; =� ;� .
<br />- 1000 5J1. I I - 1. I` _� �, � � _= .
<br />I � 0"'I , ��,
<br />HEAD �TYP.) � _� - DRAWN ny�MSH APP OVED BY: WAB
<br />I I- _. - .,
<br />., I _ - 0, .�
<br />S, --A - . j N. A:, ,I DA,TE;6/ I 7/04 1 SCALE: N T S IDWG-: IHNIFLG,
<br />- " " "
<br />_ECTICN A .
<br />- � �-�� __ _L , -
<br />SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES
<br />IN P5F
<br />- __
<br />-_
<br />_� -
<br />--'-
<br />CAPACITY
<br />CAPACITY
<br />- -_
<br />EAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CA
<br />----------
<br />APACITY
<br />CAPACITY
<br />CAPACIT
<br />--.,--
<br /> -_
<br />CAPACITY
<br />WINDOW
<br />"" TO""'
<br />WINDOW UNiT
<br />�CIXA22PAC�/'l
<br />I
<br />I
<br />IX2X3/8
<br />1 Y2 7/1 6X 1/8
<br />1 X 2 7/ I 6X I /B
<br />I X2 7/16)(3/8
<br />X2 7/16X3/8
<br />IX4X1/8
<br />1X01/8
<br />I X4X3/8
<br />IXXIX4 2X4X3/8
<br />3/8
<br />L L
<br />C51ZE
<br />TUP
<br />TIP -TO -TIP iTUBE
<br />_
<br />MULL
<br />TUBE MULL
<br />TUBE MULLiTUBE
<br />MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL TUBE MULL
<br />SIZE
<br />SIZE i
<br />S
<br />, AN
<br />, I ANCHORS
<br />2 ANCHORS
<br />4 ANCHORS
<br />2 ANCHORS
<br />4 ANCHORS
<br />6 ANCHORS
<br />4 ANCHORS
<br />6 ANCHORS
<br />k(�A
<br />----.---- I ,
<br />SECT. 6-A(l)
<br />A -A )
<br />(I
<br />BE CT. M
<br />SECT, A -A 21
<br />_jECT, A -A(3)
<br />SECT, A-AI(3�
<br />SECT. AA(.�j
<br />SECT. A-A(4)
<br />.
<br />SECT. A-A(5)
<br />SECT. A-A(5�
<br />SECT, A-A(6)
<br />SECT. A -A(&) ECT, A -A 7
<br />_5 LL
<br />__ -
<br />---I-
<br />12+HC
<br />I 2,FiC
<br />,
<br />19 1/8 X 35 9/16
<br />-_
<br />839.88
<br />'SECT.
<br />-_
<br />1679.78
<br />-
<br />839-ae
<br />1511,80
<br />839.88 !
<br />-
<br />1679.78
<br />839.88--
<br />1679.78
<br />1679.78
<br />2519,66
<br />1679.78
<br />__
<br />2519.66-12519.66
<br />,
<br />I ,.,C
<br />13+HC
<br />19 1/8 X 47 15/16
<br />____
<br />635.96 11271.93
<br />...
<br />63-5�96
<br />1144,74
<br />635�96
<br />1271.93
<br />635,96
<br />1 Z71.93 .1271.93
<br />11907.91 -
<br />1271.93
<br />-
<br />1907,91 1907.91
<br />__�_41HC
<br />-
<br />19 1/8 X 60 3/16
<br />-
<br />512.73 11025.47
<br />1
<br />1,512.73
<br />922.92
<br />512.73
<br />1 025.47
<br />512�73
<br />1025.47
<br />1025 .47
<br />1 i 53II t
<br />1025.47
<br />1538,21 -7538.21
<br />145+HC
<br />19 1/6 X 65 13/16
<br />470,84 1941.68
<br />1
<br />470,84
<br />a47.51
<br />470.84
<br />941.68
<br />1
<br />470,84
<br />941.68
<br />_ _
<br />941.�B
<br />11 412�53
<br />q4I.6.8
<br />-
<br />1412�53 1412.53
<br />1 5+HC
<br />19' 1/8 X 72_9/16
<br />428,
<br />1
<br />t
<br />428.80
<br />857.60
<br />428,80
<br />857.60
<br />357.60 -
<br />1286,40
<br />857.60
<br />1256.40 1286.40
<br />1 6+HC
<br />19 1/6 X 61 9/16
<br />1
<br />383.18
<br />766.36
<br />-I
<br />689.72
<br />383.18
<br />766.36
<br />.
<br />1383.18
<br />766.36 1766.36
<br />,
<br />11 149�54 __
<br />766.36
<br />_
<br />1149.54 1 1 49.54
<br />.. ___�_
<br />P9 1/8 X 92 91/16
<br />339,08
<br />678,17 I
<br />1339.08
<br />.610-135
<br />,339.08 1678-17
<br />339,08
<br />1678.17 1678.17
<br />11017.26
<br />678.17
<br />I I
<br />1017.26 : 1017,26
<br />1H2+HC:
<br />____
<br />26 1/2 X 39 1/4
<br />- -.-
<br />516.41
<br />- -
<br />1032.83
<br />�
<br />516.41
<br />I
<br />i929.54
<br />_ ...... _.____._t___
<br />516,41 11032.83
<br />_____
<br />.516,41
<br />- _ _______
<br />�
<br />1032.83
<br />1032.83
<br />-
<br />549.24
<br />I--
<br />____.__._.______
<br />1032.53
<br />--------
<br />I- -
<br />1
<br />1 549�24 11549,24
<br />IH3+HC
<br />26 1/2 X 51 5/8
<br />407.78
<br />81-5.57
<br />7.34.01
<br />407�78
<br />'I 815.57
<br />407.78
<br />-
<br />815.57
<br />315.57
<br />1223.36
<br />,515,57
<br />__�223 _36 IL-12.23.36 ____
<br />-
<br />1H4+HC
<br />26 1/2 X 63 7/8
<br />33-5.12
<br />--407.78
<br />670,25
<br />335.12
<br />603,22 ___I
<br />335.12
<br />67C,.25
<br />335-12
<br />670.25
<br />I . . -.----.
<br />670,25 --.---"-�----�-�-�--,-----""-----------------r-
<br />619.56
<br />1005.38
<br />929.34
<br />1670.25
<br />I
<br />1005.38 11005.36
<br />lH45+HC26
<br />1/2 X 69 I Z2
<br />309.78
<br />6 f 9.56
<br />309.78
<br />, _ ___
<br />1284.00
<br />619.56
<br />309.78
<br />61 9.56
<br />1619.56
<br />I
<br />929.34 1929-34
<br />__ __
<br />852.01 852.01
<br />IH5+HC
<br />26 1/2 X 76 1/4
<br />284.00
<br />__
<br />568.01
<br />____ __�Z.��_.1309�78
<br />284.00
<br />511.21
<br />568.01
<br />_
<br />284.00 .-
<br />568.01
<br />568.01
<br />-
<br />852-01
<br />_7r___.�i
<br /> -
<br />1 565�O 1
<br />____ - - -----
<br />1 H6+HC
<br />-- --- ---'-' '
<br />26 1/2 X 8-2 _1/4__255_.6_4____5I
<br />______'j255.64
<br />1,28
<br />460.16
<br />__ . -
<br />5.64
<br />511.28
<br />1255.64
<br />.
<br />511.2a
<br />5 11.25
<br />1 ,6
<br />
<br />, 511,25
<br />------
<br />766.93,- 1 766.93
<br />�
<br />1H7+HC
<br />26 1/2 X 97 1/4
<br />225,60
<br />451,21
<br />- _4
<br />I
<br />'225.60
<br />-
<br />406.09
<br />___
<br />225.60
<br />451.21
<br />225.60
<br />451.21
<br />451,21
<br />�
<br />676,81
<br />I
<br />1451,21
<br />�
<br />__
<br />676.81 1676,81
<br />I
<br />�_
<br />22+HC
<br />23+HC
<br />37 X 44 1/2
<br />37 X 56 7/8
<br />i __ -
<br />273.64
<br />1253.5t
<br />-
<br />346.70
<br />-
<br />321-20
<br />i--
<br />273.64
<br />253.51
<br />A78.99
<br />-.--
<br />443,75
<br />
<br />273,64
<br /> I-—
<br />253.51
<br />- 521-39
<br />483-03
<br />-
<br />273.64
<br />-
<br />253�51
<br />__ -
<br />547.29
<br />-.,.-.----
<br />507.02
<br />- - ---- ______,____
<br />547,29
<br />- -
<br />507.02
<br />820.9-4 .... ... 7_5_4,_7___
<br />-
<br />760.54
<br />__
<br />.29
<br />I ___________
<br />i507-02 __
<br />1
<br />820.94 820.94
<br />___ __
<br />760�54 760�54
<br />24+HC
<br />37 X 69 1/8
<br />1:212.98
<br />-
<br />269.85
<br />212.98
<br />__
<br />372.81 _. ____
<br />___,.,.,___.__
<br />212.98
<br />405.81
<br />___
<br />1212.98
<br />-
<br />425,97
<br />425-97
<br />635.95
<br />I � 425.97 __
<br />6118.95 638.95
<br />- _. - --- -
<br />245+HC
<br />37 X 74 3/4
<br />. --I--
<br />i 198.41
<br />251.39
<br />-
<br />198,41 - __ -
<br />347,31
<br />198.41
<br />___.,_._,__ -
<br />183.37
<br />- -, __
<br />166.53
<br />.
<br />148.36
<br />- - _ '
<br />132.8�
<br />378-05
<br />__
<br />�;49.38
<br />.
<br />198,41
<br />i83.37
<br />
<br />396.83 �
<br />366,74
<br />_____
<br />.333.06 ;
<br />296.72
<br />396,83 ___
<br />366,74
<br />_ _F_�____________
<br />333.06
<br />Z96.72 _'�
<br />595.25
<br />1550.11
<br />1499-59
<br /> -
<br />45,109
<br />�4
<br />I
<br />! 396.83
<br />1366.74
<br />�t 333.06
<br />-
<br />� 296,72
<br />______
<br />595.25 595.25
<br />_ ----.--
<br />550.11 550-11
<br />-,- I __ - __ .
<br />499.59 ,'499.59
<br />__ -,- I .
<br />1
<br />445�09 1445,09
<br />1
<br />25+HC
<br />37 X 81 1/2
<br />.
<br />183,37
<br />232-32
<br />183,37
<br />____
<br />320�97
<br />-29-1-.4 ___
<br />259.69
<br />_ '--' '--
<br />�_�
<br />122.05
<br />26+HC
<br />27+HC
<br />37 X 90 1/2
<br />1 I 66.53
<br />148.35
<br />T, 0 9 _94-16
<br />6_� 5-3 __ -
<br />-
<br />146.36
<br />____ - __ I
<br />122.05
<br />1317.30
<br />i282,68
<br />166.53
<br />148.36
<br />32+HC
<br />53 1/8 X 51 g/ 1 6
<br />�Z___��T_
<br />T8.34
<br />88,34
<br />1
<br />1132.85
<br />-------
<br />148,14
<br />189.45
<br />296.25
<br />444.42
<br />I
<br />1296 -28
<br />__ _.._ __ __ ______
<br />;
<br />444.42 I 444�42
<br />33+HC
<br />53 1/8 X 63 15/16
<br />7 8.2 5
<br />1. 7 8.2.5
<br />108�11
<br />. . ___
<br />108.11
<br />_11 - �i11--
<br />117.
<br />11 7�615,
<br />__.___�� __
<br />131.02
<br />167,82
<br />262.04
<br />393 �06
<br />262.04
<br />1_1_.1F_---
<br />1393.06
<br />34+HC
<br />53 1/8 X 76 3/16
<br />__
<br />74,77
<br />__
<br />74.77
<br />103.30
<br />103,30
<br />112.44
<br />1 1 --I 2.44
<br />______.__
<br />I
<br />1108.58
<br />1011.3 3
<br />125.12
<br />160.35
<br />250.25
<br />375.37
<br />_393,06
<br />250.25
<br />375.37_,__i �_jj
<br />345+HC
<br />35+HC___53
<br />.
<br />53 1/8 X 81 13/16,72.20
<br />1/8 X_889/161
<br />-
<br />___
<br />67.38
<br />-.--
<br />72.20
<br />-..--
<br />67.38
<br />99,75
<br />_
<br />93.08
<br />_______.______._.__,__
<br />99-75
<br />�3.08
<br />108158- 1
<br />101.33
<br />120.77
<br />112.62
<br />154.83 .
<br />144.49
<br />241.55
<br />225.25
<br />362,32
<br />P37.88
<br />241.55
<br />-
<br />225.25
<br />-_ __'..,
<br />362.32 1362.32
<br />. - -,..------I --- ----- I-----..--
<br />337.88 337,88
<br />__ 36 - +HC
<br />153 1/8 X 97 9/ - 16-16
<br />1 1.87 _
<br />________
<br />6 1. i�.____
<br />__
<br />185.48
<br />.. - __
<br />85.48 _ -
<br />____ _,_?�:_q�.,__.,_____
<br />- - _....
<br />-
<br />1�3�04
<br />___
<br />.1103�33 - _,�..=
<br />132,168 1
<br />_T
<br />206�67
<br />! 31 0.00
<br />206.67 I
<br />---
<br />-
<br />3 � I .1 O�00 1310.00 __
<br />- - -- - ----T-------
<br />__ 37+HC
<br />-
<br />3 1 18 X 109
<br />� __ , 9/16155.79
<br />. - I----.--
<br />55.79 - - -
<br />_
<br />L7 _zc�7_ __ - -_i�
<br />-7,c, �_
<br />8 3, 9 0 __ � -------
<br />I 8-s-go
<br />1193.og
<br />1 1 9 �
<br />119�64
<br />86,18
<br />1279.28
<br />186,18
<br />279.28 I 279.28
<br />NOTES:
<br />I
<br />INTERNATIONAL, INC.
<br />FLORIDA EXTRUDERS
<br />A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS ;NrO MASONRY REQUIRED
<br />AT EACH ENO USING 1 1/4" �MBIDMENT_
<br />0) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF LILTIMAIE MULLION DESIGN LOAD *HERE
<br />2540 JEWETT LANE
<br />SANFORD
<br />THIS ULTIMATE LOAD IS BASED kN 1.5 X DE56N PRESSURE PER T707.4 5,4. USE WE
<br />-,- __ - - - - - -ELORILA
<br />OPENING'S DESIGN PRESSURE WIfHOUT INCREAS� FOR COMPAkiSION TO THIS CHART.
<br />TITLE! D E: S I G N PRES
<br />'
<br />C) THE MULILZD WINDOW ASSEM?Ly'5 OVERALL DESIGN PRESSURE RATING is THE LOWER
<br />OF EACH INDIVIDUAL WINI)CINV5 LABEL RATING, ASTM ', 1300 CLASS LOAD RESISTANCE N
<br />IONS - SER, 1000 & 1500
<br />THE LOAD RATING OF THE MULLION PER THIS DRAWINC, WHEN CHOS4NG A .MULLION.
<br />�
<br />DRAWN By JBH I APPROVED BY: WAB
<br />EXCEED THE WENOOW/GLASS DESIGN PRESSURE THERERY CAUSING THE WINDOW/GLkSS
<br />DE51ON PRESSURE TO GGVERN�
<br />I
<br />-
<br />I_,______,_, , TkALE4111_1, jDWG.: I HMFi_G PG 2,
<br />DATE� -6 /I-/ ��'�__ - -
<br />- ___ � _ ,
<br />SER!ES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES IN PSF
<br />- __ r I - CAPACITY C_APTC1T? _CAPA CAPACITY -11cAPACITY-
<br />. CAPACITY CAPACITY I T4 _154_CPTY ' _CAPAClfY CAPACITY CA If TY
<br />WINDOW WINDOW X2X3/8 IX2.X3/8 IX2 7/16XI/8 IX2 7/16XI/B IX2 7/160/81X2 7/t6)(3/8 1X4X1/8 1X4X1/8 I X4X3/8 1 X4X3/8 12X4X,5/8
<br />�
<br />CALL TIP -TO -TIP TUBE MULL TUBE MULL fUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MOLL TUBE MULLITVBE MULL
<br />SIZE SIZE 4 ANCHORS 2 ANCHORS 6 ANCHORS 1 6 A14CHORS
<br />Z_ - - ,- -- - 5 SECT, A-� �6 SE I SECT. A
<br />I SECT. A-A(1) SECT. A-A(I) iSECT. A-A(2) SECT. A-A(2) SECT, A-A(3) SECT. A-A�5� ISECT- A-A(4) SECT. A-A(4) . ECL A-A(5) SECT. A -A( ) CT, A-A�6) -AQ�
<br />-
<br />12
<br />-
<br />,201,53
<br />i
<br />403.67
<br />__ - ___
<br />201.83
<br />-
<br />403.67
<br />-
<br />201.83 j403.67
<br />I 1
<br />1
<br />____
<br />201-83
<br />_______,_______
<br />403.67
<br />403�157
<br />__
<br />605.50
<br />403.67
<br />. I -
<br />i 605.50 I 6o5.5o
<br />-
<br />13
<br />-----------
<br />1 8 1/8 X 37 3/8
<br />1 25.78
<br />251.57
<br />
<br />I 25,78
<br />-.1-
<br />251.57
<br />
<br />1 25.78 ....
<br />�
<br />251.5-7
<br />I
<br />125.78
<br />251-57
<br />251.57
<br />.. - -
<br />377.36
<br />__
<br />251.57
<br />-
<br />-
<br />377.36 1377.36
<br />I
<br />__
<br />14
<br />1$ 1/8 X 49 5/8
<br />91.61
<br />129.63 .
<br />91.61
<br />�
<br />178.41
<br />91.61
<br />183.23 191.61
<br />183.23
<br />183.23
<br />274.84
<br />183.23 -
<br />.
<br />(274 - .8 - 4 - __ I 274.84
<br />________._
<br />145
<br />18 1/8 X 55 1/4
<br />,
<br />81.45
<br />92.98
<br />81.45
<br />127.97
<br />____
<br />81.45 j
<br />-
<br />1,36.55 181.45
<br />___
<br />162.91
<br />_ -
<br />162.91
<br />244.36
<br />162.91
<br />,
<br />244.36 1244,36
<br />- - - - - --
<br />15
<br />_
<br />-
<br />-
<br />65.16
<br />7t.88 .
<br />89.68
<br />I
<br />171,88 195.70
<br />I
<br />1
<br />___
<br />71.88
<br />135.52
<br />143.77
<br />__
<br />215.66
<br />143.77
<br />T-1 5.66
<br />215.56 ,2
<br />-
<br />16
<br />1.8 1/8 X 71
<br />42�96
<br />42.96
<br />59.13
<br />59.13
<br />62.15
<br />63.09
<br />j 62,15
<br />69-35
<br />124.30
<br />la6�46
<br />124,30
<br />186.46 1186.46 -
<br />''
<br />!7
<br />18 11/8 X 83 �i
<br />26.63
<br />26.63
<br />36.5,5
<br />36.65
<br />�3911
<br />39.11 -
<br />I
<br />52.64
<br />55.38 --105.29
<br />128.92
<br />105.29
<br />-157.94 157.94
<br />____
<br />__
<br />IH
<br />-
<br />25 1/2 X 25 i
<br />157.66
<br />-
<br />315�32
<br />__
<br />157�66
<br />"
<br />315.32
<br />.
<br />157,66
<br />_
<br />31 5,32
<br />-
<br />157.66
<br />315.32 -
<br />__
<br />3 15.32 __
<br />472,98
<br />, ____ -----
<br />315.32
<br />-- __
<br />472.98 472.98
<br />-
<br />_
<br />,
<br />11-13
<br />-
<br />25 1/2 X 37 3/8�94.72
<br />-
<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 />254,17
<br />189.44
<br />264.17 284,17 -
<br />1 2 X 49 5/8
<br />67�89
<br />96.07
<br />67,8
<br />F9
<br />--,--
<br />132.22
<br />__
<br />67,89
<br />-
<br />135.79
<br />67.89
<br />135.79
<br />135.79
<br />203.68
<br />135.79
<br />203.68 203-68
<br />I
<br />1/2 X 55 1 ' 14,50.08
<br />- __
<br />1 68.5B
<br />_
<br />60.08
<br />2
<br />94.39
<br />I
<br />100.72
<br />.
<br />60,08
<br />.
<br />120.16
<br />__
<br />1 20:115-
<br />180,24
<br />120.16
<br />180,24 � 1 50.24
<br />IHS
<br />2 5 1/2 X 62
<br />1 I 47.55
<br />1 4785
<br />, , '.
<br />52.79
<br />--,60.08
<br />65.86
<br />52.79
<br />70.28 _
<br />152.79
<br />-,_ _1
<br />99.52
<br />105-58
<br />1'..
<br />1 158.37 _
<br />105.58
<br />1 58.37 158.37
<br />1.
<br />IH - 6 . -
<br />71
<br />i 31.40
<br />31.40
<br />43.22 1 .
<br />__
<br />4 - 3 1 �22
<br />45.43
<br />46.12
<br />� 45.43
<br />65.32
<br />90.87
<br />1136.31
<br />90,87
<br />136.31 136.31
<br />1H7
<br />I 19.38
<br />19.38 _ ___
<br />26.67
<br />26.67 �__
<br />-
<br />28.46
<br />28-46
<br />38.32
<br />40.31 ______
<br />---.
<br />76-64----
<br />193.84
<br />,
<br />�
<br />176,64
<br />.
<br />_
<br />�1 14 1 ,96 _ 114�96
<br />I
<br />22
<br />36 X 25
<br />-
<br />i 150
<br />___
<br />260
<br />1 30
<br />- -
<br />260
<br />130
<br />-
<br />260
<br />130
<br />760
<br />- __
<br />260
<br />i 390
<br />1260
<br />I j
<br />1
<br />390 i3go
<br />23
<br />__ �
<br />.-
<br />73.30
<br />146.60
<br />__ -
<br />---.------
<br />73.30
<br />___F73,iO
<br />146,60
<br />- --'----
<br />-'------
<br />146,60
<br />73.30
<br />146,60
<br />1 --------,
<br />146.60 -,-
<br />.
<br />1219,91
<br />I "-,---
<br />I
<br />'146.60
<br />�
<br />219.91
<br />.
<br />�
<br />; I 21 9.91
<br />i -
<br />5/
<br />51.20
<br />__ __ -
<br />.72,44 __
<br />__
<br />51.20
<br />___
<br />99�71
<br />5 1.20
<br />102,40
<br />51,20
<br />_
<br />102.40
<br />. . .. .. I
<br />1 02.40
<br />� ____________
<br />153.60 .
<br />134.91
<br />� 102,40
<br />,_
<br />153.60
<br />1153.60
<br />____
<br />245
<br />�-
<br />6 X 55 1/4
<br />44.97
<br />I-
<br />51.33
<br />44,97
<br />70.65
<br />44.97
<br />75.39
<br />44.97
<br />89.94
<br />89.94
<br />1189.94
<br />134.91
<br />I I 134.91
<br />___
<br />25
<br />____ - -
<br />35.57
<br />__
<br />135,57
<br />39.24
<br />48,96
<br />39.24
<br />52� 24
<br />.-.-,-
<br />39,24
<br />_.,___.__________,
<br />73.98
<br />___ _
<br />76,49
<br />117,73
<br />_____
<br />,78.49
<br />- 1____________
<br />117,73
<br />1117,73
<br />26
<br />23.1 9 -
<br />12-3.113
<br />. -----71,56
<br />____________
<br />31.9 1 _1
<br />�
<br />31.91
<br />
<br />� __
<br />33,54 -,
<br />_ ... _ "' _r_�_
<br />34.05
<br />-.,----- __..".
<br />3 2 �4' _"'
<br />- -,.----..,-
<br />48.22
<br />___
<br />67 09
<br />I
<br />______
<br />1 100,64
<br />_", _ __ __
<br />67.09
<br />____.,___,__,_,
<br />100,54
<br />-yi-_-3-
<br />1100,64
<br />_____
<br />27
<br />__
<br />14.2i - _
<br />j �4.21
<br />19,56 ____
<br />20.88 �-.------------.-.--,---,-.-.-.��..��'.
<br />20,88
<br />2 9 _56
<br />29.56
<br />_ _
<br />56.21
<br />1-1-1- - _6
<br />8.83
<br />___ - - -
<br />56,21
<br />84.32 -
<br />.-
<br />- 32 1. - __
<br />52 1/8 X 25
<br />1 1 -4.9-2-
<br />1 2 2 9,8 4
<br />11114.92
<br />i229-54
<br />i 1 14.92
<br />229.84
<br />114,92
<br />229�84
<br />229.84
<br />-
<br />r�44.77
<br />229,54
<br />344.77
<br />-
<br />i 344.77
<br />___ _ -,
<br />__
<br />___-
<br />______
<br />-1
<br />- I—-
<br />33
<br />2 1/8 X 37 3/8
<br />59.01
<br />118.02
<br />59.01
<br />1 'I 8.02
<br />59.01
<br />11 6.02
<br />59,01
<br />118.02
<br />118.02
<br />177.03--_
<br />1 11�22__._,
<br />177.03
<br />177.03
<br />34
<br />1
<br />2 1/8 X 49 5/8
<br />39.25
<br />55.54
<br />39�25
<br />76.45
<br />39,25
<br />-'-
<br />7&5I
<br />39.25
<br />78.51
<br />68.05
<br />-
<br />78.5 1 _____
<br />68,05
<br />117.76
<br />________
<br />- ---"--, ...
<br />78.51
<br />1 17.76
<br />____
<br />117,76
<br />-
<br />345
<br />2 1/8 X 55 1/
<br />34.02
<br />38,84
<br />34,02
<br />53,45
<br />34.02
<br />,
<br />57�04
<br />. ____._
<br />,34.02
<br />102.07
<br />___ -------
<br />68.05
<br />102-07
<br />______
<br />102.07
<br />35
<br />-
<br />I 26.59
<br />-----,-
<br />26.59
<br />__
<br />� 2 9.33
<br />I
<br />� .-
<br />36,60
<br />___
<br />29.33
<br />-
<br />-
<br />39,05 ____�
<br />29.3.3
<br />55,30
<br />I -
<br />58.67 -------,-
<br />8a�00
<br />58.67
<br />, __ -
<br />88,00
<br />88�00
<br />_.
<br />36
<br />52 1/8 X 71
<br />117.13
<br />I 7.13
<br />1
<br />123.57
<br />23.57
<br />24.78
<br />25,1 5
<br />124.78
<br />13-5.62
<br />-
<br />49.56
<br />74.34
<br />49,56
<br />74�34
<br />74.34
<br />37
<br />j 52 1/8 X 83
<br />i 10,38
<br />1 1 0.38
<br />4.29
<br />114.29
<br />1 15.25 _115.25-
<br />-
<br />120.53 � _
<br />Li�59
<br />_F
<br />-------T-
<br />41 .06
<br />50.27
<br />__
<br />AI.D6
<br />___
<br />I
<br />6 ��
<br />Ei�
<br />1 61.59
<br />__LI
<br />-----I'.-- __
<br />NOTES;
<br />-
<br />INTERNATIONAL, INC
<br />FLORIDA EXTRUDERS
<br />A) NUMBER OF ANCHORS NOTED ARE FOP, #8 WOOD SCR�WS INTO WOOD FRAMIK[�
<br />REQUIRED AT LACH. LNO USING I 1/8' EMBEDMENT.
<br />0) PRESSURES GIVEN IN PST ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE
<br />2,540 JEWETT LANE
<br />SANFORD, FLORIDA
<br />THS ULTIMATE LOAD IS BASED ON 1.5 9 DESIGN PRESSURE PER 1707,C5A. USE THE
<br />'
<br />TITLE:DESIGN PRESSURE CAPACITIES FIN
<br />OPI&ING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISON TO THIS CHART. � I
<br />C) THE MULLED WINDOW ASSEMBLYS OVERALL DESIGN PRESSURE RATING IS THE LOWER
<br />OT EACH INDIVIDUAL WINDOWS LABEL RATING, ASTM E1300 GLASS LOAD RESISTANCE OR
<br />VERTICAL MULLIONS -- SER. iOOO & 1500
<br />THE LOAP RATING OF THE MU41ON PER Tills DRAWING, WHEN (:HOSING A MULLION,
<br />DRAWN BY: JEH � APPROVED BY: WAB
<br />FXC-'F'Frl 'H5 WINDOW/r.IA`9;!T DFFICIN PRFSqtIRF THFRFRY (',A1J';lNG THF WINDOW/ClASS
<br />I DESIGN PRESSURE TO GOVERN.
<br />DATF:(-,7-17/04 18CALF!FULL jDWG7 1VMFIN PC, 21
<br />_ - - - ---.---. ----,----------
<br />1000 P.W./DESIGNER
<br />SILL (TYP�)
<br />SL
<br />/ TAPPING SMS
<br />I=L- - I X 2. X 1/8
<br />1 - � TUBE MULLION
<br />7 � SEALANT BETWEEN
<br />-46 WIN G`V FLANGES-
<br />-- & MULLION
<br /> -
<br />VINOD . W � Ft A , WE . � - -I,
<br />t MULLION ',- IOOG $.I-L TAPPING SMS
<br />HEAD (TYP.)
<br />SEALANT 8ETVL EN
<br />7 WINDOW FI,ANISES SECTION A -A (1,11
<br />;- MUILLI
<br />\ I__ 10043 P,'J-/DESIGNER
<br />\ SILL (TYP.)
<br />\1 . ,49 X J/4 SEL�
<br />TAPPING SIAS
<br />\ 11, / /-I X 2 7/16 X Ila
<br />\ rnrv. TUBE MULLION
<br />\ \ �i elm /
<br />/ I ] I SEALANT BETWEEN
<br />INDOW FLANGES-
<br />, I &'.I MULL ION
<br />� �Itq X 3/.; SELF
<br />�_ INO S,LL TAPPING SMS
<br />I
<br />HEAD (TYP.)
<br />SEALANT BETWEEN SECTION A -A 21
<br />WINDOW FLANGES
<br />L MOLLAON
<br />__ 1000 P.L,d_/DlESjGNER SEALANT BETWEEN
<br />f $R�L (TYP.) WINDOW FLANGES -
<br />\ f i /_ ,8 y, 3, S,j - T. & HULLIGN
<br />1 1 / TAPPING SM,S - I X 4 X I/B
<br />_Tj
<br />\ rT,TVf__:TS I / JUDE MULLICIN
<br />\ �-- 1000 S.H� TAPPING SMS
<br />KAD CTYP,�
<br />��LCTIQN A -A (�)
<br />------.------- ___ - -.--.,
<br />D500 P.V_/DESjGNI7R
<br />SILL <TYP.)
<br />/- 08 X �/4 SELF
<br />/ TAPPING SMS
<br />I X 2 y 3/8
<br />1 /I'- TUBE MULLION
<br />\_ " 8 X 2/4 SE� F
<br />\ - 1000 S H ' TAPPIN6 SMS'
<br />HEAD (T.1P.)
<br />FIWO P.W./DESIGNER
<br />SILL (TYP.)
<br />.
<br />/_ TAPPING SMS .
<br />/ - I X 11 7/1E, 9 3/u
<br />TUBE MUL-LIGN
<br />I-11,1111 // SEALANT BETWEEN
<br />I ,TNDO
<br />- W VI ANCE
<br />i 0 & KULLIEN
<br /> ____ ---..- - - __ - -, - � -
<br />.
<br />TYPICAL MULLION TO CONCRETE 0 JAMB
<br />(APP ES TO JAMB WHERE I- X 4- .
<br />& 2' P X 4" TUBE MULLJONS ARE USEW 1;Q
<br />CONCRETE
<br />BY OTHERS 11"
<br />ONE BY WOOD --
<br />RUCK By IjTHjRS 1��
<br />- -
<br />0 ETAI L
<br />INSTAL ATION AhCHDR 5,16' DIA, I
<br />TZ�ER SCREW ANCHOR (IYP,)
<br />-EXTERNAL MULLION
<br />INSTALLATION CLIP
<br />1000 P.W./DE�tGNLR I � I -1
<br />SILL (IYP,) I `0� I I
<br />TAPPING SMS � I I
<br />_-
<br />//- ` /-- Tu i -1 �
<br />TFIP11 / BE N' LLION I I % _L,P__J
<br />I I, J - L I I/ 4' M IN
<br />�_______ I �
<br />141111L(�llllu
<br />u-
<br />�, I ------ R I
<br />I __ I
<br />-
<br />.--, �\
<br />/-',� , "
<br />/ /� - X/,
<br />_L
<br />__
<br />!
<br />I �
<br />XTALI-a I / 11��11�_,,�,�
<br />\
<br />I j 1
<br />4 ,
<br />\_
<br />\ TAPPING SIAS
<br />- !000 S+L
<br />p -
<br />ii \
<br />'4 \-de X 2,14 SELF
<br />�
<br />I I
<br />I � 7-
<br />, __`I i-77 I --- -
<br />I A
<br />�
<br />HEAD (TYP.',
<br />\ TAPPING SMS
<br />I
<br />-L�-,TIQN A -A (1)
<br />I
<br />\_ 1000 S.H. SECTION A -A 7)
<br />HEAD (TYP) _L
<br />/ I
<br />i I _// /
<br />I I � �11/ I
<br />jr-INO P.W./5ESIGNER
<br />i ,
<br />I SILL (TYP.)
<br />j I I
<br />i
<br />Woyne A. 21a,__:7_�
<br />I. E
<br />ELEVATIO
<br />1
<br />//- TAPPING SMS -1 X 4 X --,/H
<br />548 B Hwy 27
<br />VIEWED FROM EXTERIOR
<br />Irdv I I E MULL -ON
<br />IU3 �
<br />"I
<br />Clermont, FL 34711
<br />1
<br />11[____"
<br />/ ....__
<br />FIL License No. 52583
<br />FLORIDA
<br />INTERNATIONAL, INC.
<br />EXTRUDERS
<br />-- I I
<br />2540 JEWETT LANE
<br />I !
<br />!
<br />I _-,
<br />SANFORD, FLORIDA
<br />- -_
<br />I I
<br />� �,__ I I E
<br />1. - TITLE:SEIR. 1000/1500 FLZGE SHFET I OF F
<br />� ___ 1
<br />__ -
<br />4 -, � �
<br />I L , - C�
<br />�
<br />1
<br />11
<br />f�:
<br />, I �, 4�_ 7�1 -
<br />_� � .�
<br />r-
<br />I
<br />- I
<br />I
<br />\_
<br />I
<br />, - '�r�� 5 2 "I d 3 I
<br />t, jw� � - �
<br />�_ TAPPING SMS
<br />- . .
<br />I . -1
<br />�
<br />I
<br />1000 ".
<br />HEAD ZTYP.�
<br />, - I- � . _
<br />f.. O i, I �` , 1.
<br />� , �� DRAWN BY:iMSH
<br />11,�..
<br />I APPROVED BY: WAI?
<br />SECTION L7�
<br />. �,�� I
<br />I - : ". �)Nk_,. ". IDATE;6/17/04
<br />� -
<br />ISCALE:NTS IDWC;.: I HMF!_ CIL
<br />L-1
<br />I -
<br />SERIES 1000 & 1500 FLANGE VERTICAL
<br />DE51GN PRESSURE CAPACiTIES iN PSF
<br />11
<br />CAPACITY
<br />-
<br />CAPACI - TY
<br />CAPACITY
<br />CAPACITY
<br />-
<br />CAPACITY -
<br />_____
<br />CAPACITY
<br />CAP-AUTY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />CAPACITY
<br />WINDOW
<br />WINDOW
<br />1X2XI/8
<br />1X2X1/8
<br />I
<br />1 X2X3/8
<br />1 X2X3/8
<br />TX2 7/16XI"a
<br />IX2 7/16XI/B
<br />tX2 7/16X�/$Ix;
<br />7/16X3/0
<br />1 X4X1 /8
<br />CALL
<br />TIP -TO -TIP
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE MULL
<br />TUBE PULL
<br />TU13E MULL
<br />TUBE MULL
<br />1
<br />TUBE MULL
<br />TUBE MULL
<br />S17E
<br />SIZE
<br />2 ANCHORS
<br />4 ANCHORS
<br />6 ANCHORS
<br />SECT. A -Ail)
<br />SECL A-A(1)
<br />SECT. A-A(2)
<br />SECT. A -A( )
<br />SECT, A-Aii3)
<br />SECT. A-A(3)
<br />SECT. A-A(4)
<br />_�EC7� A-�j4)
<br />SECT. A-A(5)
<br />SECT� A-A(5)
<br />I SECT. A-A(6)
<br />SECt A -A 6
<br />A-A(7
<br />__________
<br />12
<br />19 1/5 X 26
<br />336,5Z
<br />732.42
<br />692.83
<br />,336-52
<br />I 1
<br />752.42
<br />336.52 -
<br />732,42
<br />- I I - '....
<br />-
<br />7911,81
<br />1187.72
<br /> - - _.. __
<br />___ _
<br />791.81 -
<br />11-1--
<br />1187,72
<br />_HSL____)_
<br />1187.72
<br />- .
<br />13 I19
<br />1/8 X 35 3/8
<br />209,72
<br />___33,15.52
<br />317.66
<br />209.72 .429.55
<br />-
<br />209.72
<br />_r1ii._6_2____
<br />456.46
<br />209.72 _____
<br />456.46
<br />1
<br />493.47
<br />740,20
<br />493.47
<br />740.2-0--
<br />-
<br />740.2,0
<br />14
<br />�9 11/8 X 50 5/8
<br />131.23
<br />131.23
<br />152�75
<br />'I-
<br />177.46
<br />-,--
<br />152.75
<br />1 52�75
<br />271 83
<br />__==
<br />359�41
<br />1539.12
<br />__ ___
<br />359.41
<br />____ __ __
<br />1539.12
<br />__
<br />1539.12
<br />145 II
<br />_ _ _ --.----I-----
<br />9 1/8 X 56 1/4
<br />94.13
<br />94.13
<br />__ , - -
<br />;A-'
<br />9
<br />,
<br />127,29
<br />1,
<br />135,81 1139.09
<br />135.81
<br />194.97
<br />1 31 9�55
<br />-
<br />1460.17
<br />319.55
<br />1 479:33_=�4
<br />79.33
<br />15
<br />r ___�____ ____ -
<br />I 1/8 X 63
<br />I 65.97
<br />-
<br />65.97
<br />E127.29
<br />89.21
<br />89 2 1
<br />8q 9 t
<br />8,
<br />q7_AA 197,48
<br />I
<br />1 19.85 11 r---
<br />136.64 _
<br />282.02
<br />-_ _ ------.-----I--�7----------------------l�
<br />1423.03
<br />282,02
<br />1
<br />23.03
<br />_-4-
<br />_ ,
<br />1443 03
<br />16 1
<br />19 1/8 X 72
<br />43.49
<br />43.49
<br />58,81
<br />5818-1-
<br />64-27 164.27
<br />90109
<br />190.09
<br />1212.62
<br />I 1212.62
<br />296.98
<br />1296..98
<br />1365�75
<br />17- i
<br />19 1/8 X84
<br />__
<br />26.96
<br />126.96
<br />__ -,
<br />36,45
<br />-
<br />36�45
<br />I
<br />39.83 I
<br />.39183
<br />55�84
<br />55�84
<br />1 1 31 �79
<br />' 131.79
<br />� 1 84.08
<br />184,0
<br />!��l
<br />_
<br />129A,0.3
<br />,
<br />..-...-...
<br />1142
<br />-
<br />25 1/2 X 26
<br />-.------
<br />262.87
<br />--'- __ ___
<br />572.13
<br />262.87
<br />_____
<br />___ _... - __
<br />541.20
<br />I
<br />262.87
<br />-
<br />572.13
<br />-
<br />262.87
<br />572.13
<br />.
<br />i 618.52
<br />I .
<br />927.78
<br />__
<br />161B.52
<br />92738
<br />____ ----.-.
<br />-
<br />1927.78
<br />-
<br />1 HL3
<br />Z6 1/2 X 38 3/8
<br />157.93
<br />239.21
<br />157.93
<br />323.48
<br />157.93
<br />343.74
<br />I 57,93
<br />343.74
<br />1371.61
<br />557.41
<br />71,61
<br />i,57 41
<br />1557,41
<br />- IH4
<br />26 1/2 X 50 5/8
<br />97.25
<br />97.25
<br />. I
<br />113,20
<br />I 3i.51
<br />113.20
<br />143.71
<br />113,20
<br />201.45
<br />1266,35
<br />399,53-
<br />266,35
<br />399.53__�399.53
<br />- __
<br />-
<br />1 I 1455
<br />26 7/2 X 56 114
<br />69-43
<br />__
<br />69,43
<br />---
<br />93 - 8 "I
<br />-
<br />93,59
<br />I 0 0, -i le __
<br />I
<br />102.59 ____
<br />____
<br />100.17
<br />--,--.-,.--
<br />143.81
<br />lii�i�___
<br />-3-39.42 " '
<br />1
<br />235.70
<br />35355
<br />,35.3.55 �
<br />1 H 5
<br />48.44
<br />48.44
<br />65.51
<br />65.5 I
<br />t7l.'58
<br />7 1.58
<br />. 1 88.0 1
<br />100.34
<br />. 1207-1 0
<br />236.83
<br />207.10
<br />---,-------
<br />310,65
<br />�_�,_
<br />I
<br />1310�65
<br />-
<br />- _1
<br />11-16
<br />26 1/2 X 72
<br />,31.79
<br />_
<br />131.79
<br />42,99
<br />-
<br />42.99
<br />-
<br />46.98
<br />46.98
<br />___ - �
<br />615.86
<br />65.86
<br />155.44
<br />___
<br />155.44
<br />217.11
<br />217.11
<br />
<br />1267.38
<br />1H7 __
<br />26 1/2 X 84
<br />19.62
<br />19.62
<br />26.53
<br />26,53
<br />28.99
<br />28.99
<br />40�64
<br />40.64 ___
<br />95,93
<br />95.93
<br />133.99
<br />133,99 _7214.02
<br />"-----
<br />22
<br />216.75
<br />__
<br />471.75
<br />__
<br />216�75
<br />471,75
<br />216.75
<br />__
<br />471.75
<br />216.75
<br />i______
<br />�i471.75
<br />__
<br />51 0
<br />_
<br />765
<br />510
<br />__
<br />765
<br />1765
<br />23
<br />37 X 38 3/8
<br />122.22
<br />185.12
<br />-1-
<br />. 122.22
<br />�
<br />
<br />1250.32 ._ _
<br />__
<br />122.22
<br />-,-
<br />266.00
<br />1 122.22
<br />.
<br />1266.00
<br />__
<br />287.57
<br />__._________
<br />431.36
<br />287�57
<br />1431.36
<br />_ I
<br />1 431�36
<br />24
<br />.37 X 50 5/8
<br />73.34_____
<br />73�34
<br />85�36
<br />199.17
<br />85.36
<br />7----
<br />Ll 08,57
<br />; 85.36
<br />151�91
<br />200.86
<br />301.29
<br />200.86
<br />301.29
<br />1301.29
<br />745
<br />'
<br />37 X 56 114
<br />51 �9 7
<br />51,97
<br />70.28 ___:j48
<br />170.28
<br />-
<br />i 74,98
<br />76.79
<br />1
<br />� 174.98
<br />1107,65
<br />___ _
<br />176.43
<br />254.07
<br />1 176.43
<br />264,64
<br />11264.64
<br />5
<br />- -
<br />36.01
<br />-
<br />36.01
<br />45.70
<br />-
<br />7G
<br />153.21
<br />53,21
<br />65,43
<br />i
<br />I 74.59
<br />1 53A6
<br />176-06
<br />�
<br />11153.96
<br />!
<br />! 230.94
<br />.
<br />; 230.94
<br />-
<br />26
<br />r2
<br />-
<br />37 X 72
<br />__
<br />23.47
<br />�
<br />123.47
<br />31.74
<br />r
<br />31 74
<br />.., -
<br />; ;
<br />134.69
<br />34.69
<br />__ � ___.____ _.
<br />48.62
<br />-",---.-
<br />I , 48-62
<br />-,-----
<br />1114-76
<br />170.36
<br />-----,----[
<br />114�76
<br />_,_____
<br />1 35I � 61 �
<br />'98.27
<br />, I ___
<br />160.30
<br />197.41
<br />-
<br />------------- -
<br />T__ ___'_'____'_f__
<br />27
<br />14.39
<br />14.39
<br />19.46
<br />I 9.46
<br />� 21.26
<br />121.26
<br />1 29.8 1
<br />-
<br />191.61
<br />____
<br />98,38
<br />29.81
<br />I_..___-_______ I_____________
<br />-
<br />417 04
<br />-
<br />214.14
<br />1450.85
<br />----.-,
<br />231.50
<br />70.36 .. ..... . _�
<br />__1 -1-1-
<br />676,28 ---_____��_-----��--�--,-.,-----.,--,
<br />1347.25
<br />-_ - --- - --- --
<br />I
<br />450.85 I
<br />231.50 � .
<br />198�27
<br />1 56.q7
<br />I I 1/8 X 26
<br />191.61
<br />417.04
<br />1191.61
<br />.394,49
<br />� � -
<br />191 61
<br />-
<br />:'i-i -:_-_"_
<br />I _ .......
<br />4 I 7.04
<br />__ - -
<br />4.14
<br />676,28
<br />347.25
<br />-
<br />676.28
<br />347,25
<br />33
<br />�3 1 /8 X 38 3/8
<br />9a.38
<br />149.02
<br />98,38
<br />201.51
<br />34
<br />53 1 /8 x 50 5/8
<br />- __
<br />56,23
<br />56,23
<br />___�___
<br />65.45
<br />_Lq_B
<br />'76 04
<br />I
<br />,
<br />,65�45
<br />_-
<br />,-,-,�-�--------,-�,�--,.-.----�-�.---------.----------
<br />.83�09
<br />65.45
<br />116.47
<br />154.00
<br />"---------,--"---,-----------,-----"',
<br />231.01
<br />1154.00
<br />�
<br />23i.01
<br />231.0 1
<br />-----------
<br />.. 345
<br />_ I --- ,. ___
<br />53 1 /8 X 56 1/4
<br />. . � . ____ I .
<br />39.32
<br />__
<br />39,32
<br />53,17 ...
<br />__
<br />53.17 __
<br />I
<br />136.40
<br />_.
<br />56.73
<br />1 - - ----
<br />158-10 -
<br />56.73
<br />81.44
<br />133.48
<br />---I
<br />192.22
<br />1133,48
<br />__
<br />200.23
<br />200,23
<br />35
<br />53 1/8 X 63
<br />26,92
<br />,26.92
<br />36.4G-
<br />39.78
<br />139.78
<br />-
<br />48.91 __
<br />55�76
<br />115.08
<br />131.60 __
<br />I ,.-
<br />I lj.�18 __
<br />172.63
<br />- - .
<br />172.63
<br />36
<br />53 1 /8 X 72
<br />17.34
<br />117,34
<br />23.45
<br />i23 -45
<br />T5.62
<br />125.62
<br />__"
<br />35.92
<br />35.92
<br />84.77
<br />84.77
<br />97.21
<br />118.41
<br />-
<br />145.82
<br />- .--
<br />- .� ______�_,_ 21 -77
<br />37 - 0-51 -ITZ21 11:�_i_i 1 .53 115.53 1 _ _2t.77
<br />- - ___ _�_3 1 /" 8 4 _ 10,.,51 � _ � _L1__ - ___ - I - - - _,_ __
<br />__ -.____1___________ .......
<br />51.39 7 1.78 71,78 120,81
<br />I _
<br />NOTES:
<br />-
<br />INTERNATIONAL, fNC.
<br />FLORIDA EXTRUDERS
<br />A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS ;NTO MASONRY REQUIRED
<br />AT EACH ENO USING 1 1/4- EMBEDMENT.
<br />2'540 JEWETT LANE
<br />B) PRESSURES GIVEN 114 PSF ARE FOR 2,l`3 OF ULTIMATE MULLION DESIGN LOAD WHERE
<br />SANFORD. FLORI A
<br />THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.A USE THE
<br />TITLE� D E S I G N ?,�Z F '.� _ l -
<br />. , S�JRF �i
<br />OPENINGS DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO TKS CHART. I
<br />C) THE MULLED WINDOW ASSEMOLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER
<br />OF EACH INDPADUAL WINDOW's LABEL RATING, ASTIA E1300 GLASS LOAD RESISTANCE 01,
<br />S - SEP. 1000 & 1500
<br />THE LOAD RATING OF THE MULLION PER THIS QFAWINC� WHEN CHOS4NC A MULLION,
<br />EXCEED I< WINDOW/CLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS
<br />-
<br />________,_____r�PPR0VED BY: �4AB
<br />DRAWN BYIJBH
<br />DESIGN PRESSURE TO GOVERN.
<br />-
<br />----.-I-- 674---T.,�--- W7C,- ------7--------
<br />IDATF:6/ --AL6:'_FjL___L___TD_ . I VmFI f-, P F; 10
<br />I __ __ - � - - . - -
<br />-
<br />200"O DANSCO
<br />BE m M "a
<br />0 go m-
<br />-
<br />M N jr
<br />.a ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Fl&da 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
<br />a
<br />CD
<br />C)
<br />2 Ln
<br />U,
<br />z t7.
<br />a
<br />I
<br /><0 ::)
<br />� Lj) v-
<br />V) 4
<br />�>, 6 -� m
<br />C) > M %D
<br />CD ko
<br />_j
<br />< M %0 v-
<br />a- fy) I
<br />z Uj r-4
<br />rn
<br />�� m Ce 00
<br />Z �< 0 _j 00
<br />LL i
<br />W m , C-)
<br />Ce ru -4
<br />< 0. 00
<br />z � E
<br />z Lu
<br />Lu �: 9
<br />_j .
<br />w
<br />z
<br />C)
<br />C:)
<br />mi kD
<br />F_
<br />F- UJ
<br />(-) Lu
<br />::D =
<br />C) V)
<br />I
<br />0 <
<br />CZ >
<br />IL
<br />Lu 0
<br />V)w
<br />< CL
<br />CIO CL
<br /><
<br />THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />APPROVAL INFORMATION
<br />LOCATED ON THE STATE OF
<br />FLORIDA'S PRODUCT
<br />APPROVAL SITE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />F THI DRAWING ONLY.
<br />@2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />-
<br />-
<br />I
<br />VERSION NO.
<br />SHEET TITLE:
<br />FLORIDA EXTRUDERS
<br />WINDOWS
<br />SHEET INFORMATION:
<br />JOB NO.:
<br />DATE ISSUED: 09.04.07
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH
<br />WD 13
<br />L _j
<br />0')
<br />V_
<br />*
<br />I
<br />z
<br />0
<br />_j
<br />5
<br />m
<br />-
<br />m
<br />C)
<br />N
<br />I
<br />N
<br />LO
<br />I
<br />C)
<br />co
<br />T_
<br />LO
<br />T_
<br />
|