HomeMy WebLinkAboutNotice of Acceptance Miami-Dade County Building '
RECEIVED s
�E
Product Information for N.O.A. 17-0630.01 MAR 2 2 2020
ST. Lucie County, Permitting
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NOA }
17-0630.01 -(library_/productcontrol/noa/17063001.pgn II
Superseded_By 20-0406.03
File Status Superseded
File Classification High velocity hurricane zone n?
Category Windows '=
Subcategory Mullions
Material Aluminum ! j
Applicant PGT Industries, Inc. pc-result detail opp.asp?app alias=101544) ;'A
i
Expiration Date May/26/2021
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Impact Large and Small Missile Impact
p 9 P
Maximum_Design_Pressure_Positive 170
Maximum_Design_Pressure_Negative 170 ''..
Description Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I 'f
Green Sustainable Attributes NONE
For a detailed description on the File Status, click the NOA File Status Key_(/building/pc-result key app.asp)
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Page Last Edited:Wed Jan 25,2017 10:40:27 AM
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Page 1 of 1
1
RECEIVE 1)
MIAMI- ADE MAR Z 2 2020 ML i-DADECOiJNTY
5e UCT CONTROL SECTION
ST, Lucie County, Permi&ng
DEPARTMENT OF REGULATORY AND ECONOMIC RES 1805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) vww.miamidade.aov/economv
PGT Industries,Inc. REVIEWED FOR
1070 Technology Drive
North Venice,FL 34275 CODE COMPLIANCE
SCOPE: $T. L.UCIE COUNTY
This NOA is being issued under the applicable rules and regulations go n the use of construction
materials. The documentation submitted has been reviewed and accepted ; Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-D d .-ounty�) e the right
to have this product or material tested for quality assurance purposes. If thispr ct 'rr i�al fails to
perform in the accepted manner, the manufacturer will incur the expense of sueh- ski g and the AHJ may
immediate) revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
Y fY p p J
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 63003R, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19117, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-bade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturef's name or logo,.city, state,
model/series, and following statement: ".Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
MIAMI-DADE COUNTY NOA No. 17-0630.01.
Expiration Date: May 26,2021.
Approval Date: November 09,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
I. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendiun letter dated 05105111, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-081'9.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Sth
Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Pro uct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
>✓-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-60' Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I., approved on
04/14/16 and expiring on 05/26/21.
i
Jorge 1VI.Plasencia,P.E.
P,,p duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date:.May 26,2021
Approval Date: November 09,2017
E•2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
MISSILE
ACTPAC -R LARGE AND SMALL 1)QETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ".8
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE4 o S
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES................,.._.1 n
1 4
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS....._....,...._.....,�...1 0
FIGURE 1: ELEVATIONS..............._.........
_.
MULTIPLE [—OPENING WIDTH FCFLYERTICAL MULL ARCHEsrose 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD...__..._.__.....-2 n°z
MULL TO IX&MASONRY......__,_.2 0
MULLIONS / --� DETAILS IN5CRI8®INSIDE HAVE BEEN TESTED AS'(REE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL LL INSTALL{(TON NOTES„..__.__.__.2
see..G.H; RECTANGULAR NOT HAVE A GAP OF MORE THAN U4'FROM THE CLIP.
A•O,G,H- MULL TO MASONRY......_....._,.._.3 �
SHEEIS24 SHAPE MULL TO STEEL STUD_.._..-•,......3 N U
-- •-- 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.................. 3
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.UISO.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS-_._..__._.4
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY ML1L w5TA:1ATICN_....._....4 5 Z W
JAY
MULL SPECS.......-5 W 0
1X175X.MULULLSPE_........—6 1 J W
r/ % 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1X275XaM MULL SPECS
CS..._._6 Ir
INSTRUCTIONS. 1 X 2-75 X_E5 MU!L SPECS.___.-.8 10
SEE DETAILS '( jl 1 X 3.125 X_6M MULL SPE^.S_..__9
/ / )II /Y� 5 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.126 MULL SPECS,____....10 12 W Q o
SHEET9 d _P �fir =-L: SEE DErnrs ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4X.3r5 TUBE MU7J_SPECS....I F m �'
A THAU G; 1 X 4 X.3>5"P MULL SPECS._....11 Q m
I ONLY TWO ADJACENT UNITS ATA TIME WHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGN F- t7
SHE-T53q 1.25 X 1188 X 266 MULL SPECS._12 C 7 Z
R / PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY, cs W
1 I I 125 X 3.25 X.100 MULL SPECS....,13
VEfiI. OPENING 126X US X.624 MULL SPECS__14 Z
MULL ((({ HEIGHT
6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZESHOWN ON THE TASLE(S). /.25X 3.94X.624 MULL SPECS.....18 ui Z C2 � U
LENGTH i HCR20NTAL 2 X 4 X 25 MULL SPECg_._...�....18 W = Q o
ascu 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECS....._..._...17 �z
SEEia'LS• BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 128X21i X.125 MULL SPECS_.id y Q <n r-
1 SHEETS 30'X 32S SAY MULL SPECS-__'-1S e- r
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT W
45•XION SAY MULL ENSION...._...21 2 z 8 Q O) Of
REACTIONS. MULLION&CLIP DiM6V910NS__..21-23 {_ Q � Z N r-
EXAMPLES 1&7..................._.24 LS F- Z cD co
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS LOADING EXAMPLES_,.._..__.__..25 CO � ��x
PRODUCTS MAY ^ to dN n 6
SE OFANYTYPE 9)MUWONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BNLDWG N W
uUSTBEANUFAcnm� CODE,AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH ® LC Z U) N
- ' SY PGT, PST-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, L) Q O 03
i 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ � Z �'U) U)
SEE DETAILS
a O
HORIZONTAL / 'DA 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING v � g # of �
L MULL SHEETS2A W!DTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
PRODUCT REVISED
LENGTH HORIZONTAL as comptymg with the Florida
MULL Building Code
LENGTH INSTRUCTIONS: NOA-No. 17-0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRES FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Data 05/26/2021
la
HORIL MULLL_ENGTH 2)CHOOSE A MULLION TYPE THAT WILL KIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. Y
MULLt--OPENING WIDTH--f Imo"' �I M1amF da Product Cont
-1 LENGTH~ / 1 �, 3)REFERTO SHEET 26 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR TRIANGULAWTRAPECOIDAL7.
OPENING 4j FIND THE CHOSEN MULLION'S MULLION CAPACITYQBSIFM FROM TABLES 1A THROUGH 16A,ON SHE-ETS 6 THROUGH2O RESPECTIVELY,USING
HFEO THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY),THE
HEIGHT
19GT �6' jY HORIZ_ vERT. MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS(FTI)FOR THE OPENING OBTAINED IN
HEIGRIT ¢, ((� LI6+m11 MULL �' �' ,tb' MULL STEP 1).
LENGTH
E L- J— I 1'�..1. REPRESENTS THEWND6)FROM THE SAME LE USED OAD TRANSFERREP ED TO THE SUBSTRATE BABOVE,FIND TfiE VALUEY THE ANCHORS AND MUSTBE METTHE NEXT COLUMN ANCHOR PTOA REQUIRED
FULL MULLS VALUE
ION CAPACITY.
SINGLEMUWON SINGLE MULLION �FOOR-YE.R71CALMTULI. 6)FROM THE ANCHOR CAPACITY(LBSI TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��.` NYLYNN /'//i�
OPFInNG WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAYAPPLY)SELECTAN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ; •
�FORVERnCAL MU CAPACITY IS MET. ` Qta�-,. 0C $E •.�fF�=''
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7 IF THE MULL ION CAPACITY(LBSIFT•)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE _�.:' NO.58705
FROM FIGURE 1 ABOVE, ) �
OPENING, �-
YOU MAY USE "ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS = i
CODES I STANDARDS USED: - �"�---+
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE --0
:2017 FLORIDA BUILDING CODE(FSC),6TH rDFCN (1'%�2014 FLORIDA BUILDING CODE FBC,STH EDITION 8 VERIFY THE DESIGN PRESSURE RATING 6 •!!/��( ) } (LBS)FT)FOR THE FENESTRATION PROOUCTTO BE USED AND COMPARE WITH THE FINAL MULLION Os ATE O
-ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIFTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION % ` '•.'"<ORfOP.•'•\?:�
'ANSI S 00M2 DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. 70NAL���1 �
•AISC 36(1-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.L111 t MIimim%Y.E.
FL P.E.#58705
w as
DETAIL A:
DETAIL B: LLION
MU
MULLION TO 2X WOOD BUCK L1ON MULLION ATTACHED TO 1X SUCKSTRP TYP.ANCHOR e= e
OR WOOD FRAMING PER SUBSTRATE
WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 1&'38
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SSEEEONTOTETE1. / L1pI
gg a, ,
ULLION I I SHEET I. .v.•..:i W hN z:U F•-
I EE SHEETS a .q i MPi 2.7 itSl EDGE mW _ _
I 8 aUa 23 FORHOLE d ' I I E OR CMU �'`_�D75TPlhCE, uI jCCATiONS < IEDGE DISTANCE B.t3B 7ABlESEDGEFOR MASOhAY LcW Q ODISTANCE cFOR WOOD i t A`lGHORS K O (n
rSoa d a\y SCRENS 1 a 1 I I co LLI
SIDE VIEW F O
26B•hwxFat d° �
a ALLMULLIONB a e n EITHERTHE i- Q
d a STANOARD0 '2 = U m =
z OFFSETMULL 7= n eU
D a . CLIPMAYBEAd INSTALLED BY 40
e THIS OEXTERIOR h Z
EDGE ncl ST Zh
FOR Qr
N °r
a MASONRY H Q Z ap (D
v THE OFFSET CLIPR ANCHORS a N �q 800
+ RECFIN-FRAVED ED FOR ` G�
EXTERIOR a d 1 wND�oVVS, Y q N F Y oY
OTTHEALSRBFRAME TYPES. � U Z Q $: ?>
Li
— zO O
oTYP.ANCHOR I'll
TYP.ANCHOR PER SUBSTRATE.
s" €W
TYP ft / PER SUSSTMTE. SEE TABLES IB-+38
PER SUBSTRATE. / SEETABLESIe•16B PRODUCT REVISED
/ SEE T1R,EC 18.166 � 0ECIOVE� BUCa TRIP i as om lyindg with the Florida
SEETABLES ATTACHMENT NOA-No. 17-0630.01
� BUCHSIRIP 1B•138 ".. •' BY O7HER3,
EMBE MO ElT A1� EMBEDMENT' '` SEE NOTE7. E piration Date05/26/2021
ATTACHMENT _ ' SHEET 1. 1
}. BY OTt9ERS •�. f Dy
SEE NOTE I, 1 •' •••,•,'� Mlaml-0a oduet Control
SHEET I. MN 2.T US(CONCRETE CR CMII
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. tit 1 I i r i+1 i f
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 1 ...............
•''....-
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE a't L\CENSF'•�((
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �' •�P
ND.587L
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FLATHEAD. - 17
_
4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. A.LYivN�}IILILER,P.E.
FL P. 58705 i
iI
7 '
_ I
DETAIL E:
DETAIL C: y r 125 MULLION TO MULLION ®>
MULLION DIRECTLY ATTACHED TO
INTERSECTION NOTES:
MASONRY STRUCTURE M ALIDN (U-CLIP) 1)MAY BE INSTALLED IN'TEE OR'CROSS" zvw
(STANDARD CLIP SHOWN} VAI NTERSECTIONS.
2)MAY BE INSTALLED HORIZONTALLY
TYP ANCHOR (SHOWN)OR VERTICALLY.
La
ETIHFR THE I FER SUBSTRATE,
o E�MDi1L�i. j T SEETALILES ID-128 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 g 5 C
F
TOP VIEW FOR CORRESPONDING MULLION. � Z a�nR I,j
CUPMAYeE T ppp
INSTALLED BY \ II F ® MULLION q W
THIS la,ETH00 1 ( 1&d �EDGEOISTANCE n� Y
I ANCHORS VARIESI�--'
r I I I.a I k12STEELSCREW3. q (A
SELF"-1.RttuNG ORPREDRU
MULLION AND USE Skis O LU m o 1-
< " ` r D vl w
EXTERIOR '" d s / �r MULLION F- z 0
EDGE DISTANCE ' THEOFFSETCLIPIS
FORMAS ONRY ,� RECOMMENDED FOR \\ 7�. m Z
ANCHORS •, FP!-FRAMED LINTERSECfION z 7 m qO
WINDOWS,BUT MAY ULUP ::/> 1L 5 'S
g ALSO BE USED FOR Lis
i DrH=nPRaraETYPEs. EXTERIOR
SUBSTRATE, d ) O Z.'
TAULPS IB-13B C - 1., Q z ¢ co f
/ TYP,UBSTR SFL$HEELS21-23FOR a $ QO
BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS
ANo sEErABLEafelss FRONT VIEW EDGE o W -I
ATTACHMENT DISTANCE Q Y `L
eroTHERs,
EMBEDMELTT SEENOTEf, SEE TAIL ® W
:.-.'!,^ • _ ', i. EDGE Z
DFSTANCE EL�" o� w
MIN 2.T Ks CONCRmu CR CMU —SEE TABLES U 9�m es �
WN23KSICONCRETECRCMIJ 10.13E SIDE VIEW � ? $
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED I
MULLION ATTACHED TO as oomPry mg with the Florida
STEEL STUD 1 Norf No t� a 17 0630.01
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE EFcpiration Dato 05l2612021
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR BY
q PER SUBSTRATE, Mlaml� a Product Control
- `
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION P•�`� SEE TABLES ID-13R SEESHEETs �ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE z1 23 ETS
CORRECT QUANTITY AND LOCATION OF ANCHFOR
ORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE .` HOLE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CUP MAYBE USED. / LOCATIONS
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -i''// ` MULL1ON
4)WOOD BUCKS ARE OPTIONAL,SEE DETAlL C,THIS SHEET.
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED EDGE
' FORSTEELSTUDSTHINNERTHAN DSEE AABLL.Es
ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR M EE
MASONRY ANCHORS.
FRONTVIEW 16 GAAND COMPLWNTWITH THE FL BUILDING IB-138 �10ENs'
CCOF3,A 2X WOOD BACKER MUST USED. F '•,�
ATTACHMENT BY OTHERS. Q:• %��
EXTERIOR USE WOODANCHORSPECS SIDE VIEW -*: No•58705
140TES:
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD TATE F :•4".- f
ANCHOR VALUES MAY BE USED. %�T•'•,
OR
2)SEE CORRESPONDING MULLION TABLES, ...
SHEETS 5-20,FOR QUANTITY OF SCREWS. ,{!�,,
FL P�8
0
705
i
j
DETAIL F: DETAIL G:
DETAILH: fi $
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION >?� a
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) w o
a��_z
/ SEEO S2ANO3 BA IIULL ^_
SHEETS 2AND 3 FOR INSTALLATION BAY AP1LL I
TO SPECIRC SUBSTRATES. C4
muwaa 4 U
W
0 0 z W
0 0
0 0 0 0 0 0 N
i
TOPVIEw �
0 0 �o =
- — LIJ 0 c'—
SIDE VIEW TOP VIEW m ~
SHOYrtJNa'M 1•X4'X,125•• I I I F- W
1 i i i F Z �° L7
MULLION I I I I TYP.ANCHOR Q
1 I /—PER SUBSTRATE, z U 0 2
.EXTERIOR 1 J 6EETAeLE51630R 108 ?
1
I TYP-ANCHOR I 1 EXTERIOR T~!) L ¢Z
STANDARD MU WON CLIP I I PER Sl1HSTRATE, I C Z. r
MODIREDTOFITFIELO I SEE TABLES 19•!49 Ii I r Y
CONDITIONS. �IXSAN3LECUP. ~ Z ¢ On Bi
I I 1 I I 2 PERM!ALION END,MUST BE Q Q Z Nj `
I 1 I INSTALLED INSIDE OF BAY MULL. F JhWOjoC i
1 CD T .aJJ k 1
IAULl10tl I I II I i � J o
W
I II I I p F CO y
I I �' go
f �• jI j 1 ANGLE CUP.
2 PER MULLION END. C z ' 0
P I I I MUSTBEINSTALLED D-$ ma
Ib 1 iNSiDE OF MULL I ergo O,
1
� PRODUCT REVISED
TYP ANCHOR as comp)yln8 with the Florida
PER SUBSTRATE. Buiidin9 Code
SEE TABLBS 18-IM NO'No. 17-0630.01
iTEE,ALUM Expiration Date_ 5/26/2021
STANDARD CLIP TOSE ERIOR OR 144SCNRY EXTERIOR EXT !G i
INTO WCGD,STEEL, � > By
ALUM,CM OR MASONRY MODIFIED IN-FIELD.
Miami-D Product Control
OEXTERIOR EP'SNOR
P �
R i
® INTO C ALUM, iMUORMASONRY O
DLP EDGE I I
1 PER
Z i
PFR
I Im
ANCHOR W fill
EOOE
D.T.I. 4 NOTES FOR INSTALLATION OPTION G 3 H:
PERANCHOR + O
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z
NOTES FOR INSTALLATION OPTIONS F: No.58705 �
2)DETAIL G:SEE TABLES 10-l46 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE � _ *;/' '
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.281 X 2.1V X,125•MULLION. LOCATIONS. ;•/(`5 -7 1k_
2)SEE TABLES 18-136 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR M FORANCHOR QUANTITIES AND SHEET 22 FOR HOLE ® �T; CYO ) 7—:'��` '
LOCATIONS. ATE
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ~x i��� '•F�ORIOP•.••'1C���
� J+
01VAL
o. A.OWN'NILLIOA,P.E. 7
FL F.E.#581
i
+
TABLE to
Mullion Capacity Table(Ibleffial
0 13'g
Opening WIdIh lorvertica: j Opening Height(forhorizonla spar71ir m0ions) IV a
p 9 ( 9y-spBlYirgml�iors or
SON solo 70N BON 90 In 1001n 120in 140In 1601n 'J C
RaobrlWlu Tmplydag. nx4fanF 71ap7rdano, "Reobm0- Tw(YIN n9• -a- -Trapad-ng. Raotargmat 71.ytlr4argl. ReatanguW TrapmiaM. Pecla14�8+r TmpRdang, Fl awng ar ma m v. Ratenptlar 7lspmaanfl ku'�+O
1x2x.125 .Lon9nB Loading L-dro Loafing Loadm9 Lowing Loafing Laedlr4l Lwdn9 Loafing L--1-g Lmdn9 Lcadne Loafing Loa4nq Loafing Loedhg LaadnO o=
Ah1m.7Ob9 �• a zo n ,.
Mnman age a �
`� fr X 5 ant Fg¢f' p� � p$¢ v) at17 .
fce 5@ d` ZE day ao. dC 3@ �� O r W
42N 1119 408 129.5 332 93.2 M8 175,6 315 TB,9 40B 107.8 321 68.9 408 104.< $19 521 409 144.0 319 55.9 409 104.0 319 46.6 4M 104.0 319 39.9 408 10L0 319 3&0 408 104.0 319 rlWj J N
46N 74.9 312 838 259 624 312 734 PS2 53.5 312 87.0 248 4&8 W2 832 246 41.0 312 61.3 244 31.6 312 61.0 244 312 312 61.0 244 28.8 312 61.0 244 23A 312 6fA 244 K � fn
50.6Z5 in 639 281 Toe 234 W2 2111 61B 22a 4SA 281 55.7 2Z4 28.9 291 52.1 ?72 3&6 281 1 60.1 22D 31.8 281 49.3 218 268 281 48.3 219 22.8 2B1 48.3 21B 20D 281 4&3 219 LL c =
LU H
$41n 52.0 247 b79 207 47A 247 49.8 202 37,8 2S7 44.8 199 329 247 41.fi 16B 292 247 39,4 194 26.3 247 :.8.4 193 212 247 38.1 753 10.8 247 38.1 IM 1&4 241 3&1 183 � 1Y1 O (n
0 60N 78.4 200 412 170 320 200 35.4 168 274 200 31.6 163 24,0 Z00 28.9 180 21.3 200 27.1 159 192 200 258 157 18.0 200 25.0 158 I co LU
< 1fl
63•n 33.1 181 35.3 1W 27.6 lei =3 152 237 181 26.9 149- 23.7 181 24.5 148 10.4 lei Me 144 1&8 151 21.7 143 . z
2
m
� 66N 28.8 165 30.8 142 24.0 169 26.7 139 20.6 145 23.1 739 18A 185 Z1A 134 � Z U$ �m
72 E. 222 139• 23.3 120 %5 138 18.9. 110 15.8 i39 1)5 118 W cS LU .10
78N i&9 125 19.7 109 15.7 125 tee 1a7 1 a J /n 7J z
j Q J t~
78N 17.5 tte 1B2 f04 LL Iff 41 2 = QZZ
Q
TABLE Ili ANCHOR CAPACITY ADJUSTMENT FORMULA: z -0 fo
Anchor Ca 1 Table F' to 3 -0 DO
ANCHOR CAP.,,,,,,,c `E
6abatnae; 27kO3iwlata 35kC-. H.!1-Cmu Fdled1Y.W PTAVW 1.teut (DP,Q,jX( }=ANCHORCAP.,°, rr y 6 0
d16•Elm 114'68 Ebo 51ftf E.bo lW SS Ern of0 81ee1 912SLW 411281 1 MULLION CAP.,,e,,,m o LU
Anchor7ypn 9/78•EkofAoncm lq'[imo UaOscan 3'16•Eko N9acu� Tlq•Eta Llla¢Cgi X Anchor Clip Patterns utcxon AgpmSaWr tleraoon AppreWy S."(65)S-IGS) Sr (G5I USE THIS FORMULA TO OBTAIN THE'ANCHOR ® LC N N
Edw Oblance(in) V 2-wr 1 11 2-12• 3•118, 7° 2-112• 1. 1 2-1/r 21 3u9• 2• D.411^ B34• 6.3N, CAPACITY REQUIRED'CORRESPONDING TO AN U X Q �2
Ernl.ft.d fed: 1.&P 9 3W VV14• T314' 2' t•11P I.11V 1-114• 1-114• 1-114 low 21 73/8• 11w jades ACTUAL PRESSURE REQUIREMENT FOR THE
2 AmNm 04.75•MN.O.O/SlaWan)or Oesel up".1): 3B0®a sm b. 450919 Men 1544 m4 2/OU 280fni 35410s 74D lb. 374 Im 684 Na g483a 341 ms 44z Pos 580@7 OPENING,WHEN IT IS LOWER THAN THE MULLION � a z y U)
4Aactam®t.79'Min.O.GlSarMad(arCDseO Ctfp�9.7$ 4036s 700 Na WA WA WA WA 380 Na WA WA WA WA WA 6329n 885aa 7120 Ne CAPACITY THE TABLE)OF THE SELECTED n. �... N m0>;O
4 AnelCca@WN.O,C./(2)245Angie OBo/(17g•31 11111ba 790 r. 65D NB 1580Im 1890ma 540 ns Wo 1pa WA Teoim 748 Ps sm ft 1s92un 02 ma me. 112Dws MULLION.IT WILL YIELD A MINIMUM ANCHOR 0 - 2 FCw mw
2 Amhom 0&45-Uh or l U-CB(t i tW.725 Atari(Fip.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA T15 W CAPACITY WHICH MAY BE USED TO QUALIFY a �+ €-'p�
1 Arct"l F-Mp(Fbt.5r lss fos 19lbs 2zs 11n 4451bc e22 mf 135 ma 141)ibs to lea e7o 1m te7lra 332lm 473 me 170 ft 2zt� 2eoma ADDITIONAL ANCHOR OPTIONS FROMTHE PRODUCT REVISED
2Anctmm 1.75'MN O,Cl F43u 6b-et 2400s 350 m0 WA WA I WA IWA 18016c WA WA NIA I WA WA 341 me 442 ms 56010c ANCHOR CAPACITY TABLE as ComplYing With the Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 10
ul7ding Code
NOA-No. 17-0630.01
Frzpk;ltlon Date 05/26/2021
DY
Miami-D�/ Product Contra
,.. FIGURE I: FIGURE Z: TABLE NOTES:
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
e SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1�. �-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE N07 TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 27.23.
® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. .125' �,%7, T1Y LYNN
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED J.O 41
FIGURE 4: FIGURES: FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATID
` ��.•"' LICENSE ��(,�
ram-- YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125•
THICK 125*STEELSTUDSTO BE A MINIMUM GRADE 33 AND.Q4 A L EXTEND
GAUGE).STRUCTURAL RSTEELDS B BEAT 1'X2'X i2C MUWON 7F NO.58705
II fl ii II LEAST.125 THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SC WIN THREADS BEYOND tk
ne THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL.I"S.S.OR 410 S.S. --0 .7
STATE F
A.LY7fJIdNlme�� P.E.
FL P.E.#511705
i
TABLE 2A I
Mullion Capacity Table Vb5Vj
Opening Width(for vettimIty-spar6dng mldkm)or Opening Height(for hDdmrda8y-panldng mu6ons) b +
Wm 63 in To in 60 in 901n loom 120irk 140m ieotn
Rect.9 V Tm]YTAag Pmd.2ma Tap70a119. Reet . r Trop7hng. Red:mgulx Tmpffdan. RectmgWaz T-prm re. R--.t-v 3ar T.p d-V. Rec]ag]clat TrepRAcM. Rcei.M*r Tr Vmnp, Reclavm Tiaprttlan8 V. F
1 x 2 x.376 Loaemll '-�d1B Laedro LAam1g Loa9r11 lnedme 1md94] !aadm6 l.9adiro L.oa6ro inldlw IA9dE'9 Laa&g Waolrg 1-c34t6 Imdin9 LDaCinp loain0
U
Alum.Tubo a •,. Fg� ,ar^ a r a a u �., v ate.. .. v� a '�A.. i o r
Mullion
_ LTs
i-LL
a4
2 d q N �+�°a UJ
7L
42in 1740 I EM 1700 935 161.3 fiat 117D.0 47B 12%T E82 170.D WS 113.6 60 t945 518 t00.9 682 1689 517 90.8 602 1639 617 7a,7 SQ 160.9 517 648 6Q 1689 sr 567 SM 1889 517 a 0
4Hb 121.8 SD7 138.0 418 101.4 E07 1192 410 869 5;17 10g7 403 780 537 1026 369 07.6 507 99.6 897 gag W7 99.0 398. 667 507 99.0 3N 43A 507 940 SM 360 SD7 Sag 386 �
W.679 in 103.7 459 H46 379 66.4 4'.b 99.4 3Tt 74.1 456 948 3B4 648 4$8 B46 3W 67.6 456 '81.3 357 51.B 456 8D0 356 432 456 80.0 368 37A 456 90.0 356 324 4E8 960] I%
5p bt 6S9 400 933 3?6 71.2 400 90.9 326 61A. 4m 727 322 53.4 400 07.9 31B 47.5 400 64.0 316 427 400 62.3 314 35.4 400 61.8 313 345 400 61.6 313 26.7 400 61.8 313 CO LU O
O rq [(
W in 623 324 66.9 276 51.9 324 67.5 2M 446 324 61.2 284 369 324 469 2W 34.6 3M 43.9 251 31.1 324 42D 255 260 JGUAW.
tM0192
324 445 253 19.5 324 4a5 253 W
co
W ti W.8 291 57.4 20 44.8 294 462 24s 364 i 264 43B 241 336 294 398 237 2A9 294 37.1 Zi4 2fl9 294 352 232 224 294 33A 230 16.8 234 3S4W In 468 269 40.0 230 39.0 2W 424 226 334 2EB 37.5 221 29.2 Z3 341 218 26.0 268 31.8 215 234 20 23B 212 19.5 268 27.7 2M 1462� 27.7 29972 to 36.0 225 37.9 196 30.o 225 322 181 2S7 225 26.4 188 225 226 25.6 196 20.0 Z5 23.5 162 1a0 225 71.1 1190 t80 225 146 175 11.3 225 166 176 §�LLJ
78 h 30.8 2v4 320 777 266 =2 27.2 173 21.9 2M 23.9 170 !NT
17.0 202 1,1.7 165 1S3 202 18A 163 128 20.2 189 156 0.6 202 1Se 156am741. 263 In 29.e 168 2a 192 -1 1- -2 1. -0 162 15.T I. 161 157 142 In tap t55 11.8 192 144 li0 B.9 In 142 160 j ¢ -J r �
9D In 18b f44 160 1� 759 14d ifl1 12e
961n 152 127 15.e 113 �, C Z
m'io
W t-
TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA; rA (I"
AnehorCa ac iZL Ibs q Ul
3Wntmttt 2,7t C4mfe:e 3.5kC..I N4D]w C,Y,U ) ANCHOR Q' N Y 4
FBIed caul RT xbw Mo10I (Dt,o, X( )=ANCHOR CAP,•®
571s EIc3 f74'SSEm4&1s Edo 774'SS Eko 610Sted 012S1er1 1128Wd MULLION CAP.,,.,,,,
Arxlwr7ype; 91t6'£co L'dteeon 1f4'Etco10tr4oen 311s Eko Uhtcw 1A'EIeo:Ataem 0 V �( I
AncliorC6pPatmma tLtraeon en A9dec31er Uiopeon A90eG4tbr Scrcv(G5)s4lawtv'S] scrtw(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR O ¢ O O
Edge Ohmrxe 1• z-1]r .r 2-1]P 3119• 1- 2-Ur 2-12 z• 3-Ya• x• o.als' 6.fir o.3z4• CAPACITY REQUIRED'CORRESPONDING TO AN Z
EmMOmmf fad 111. 1-yeI-V4• I-34' T 1-tlt• 1414• t-114• 7-1/4• M/d• 1.114• T 1-we. I.W 1131me ACTUAL PRESSURE REQUIREMENT FOR THE L g� ,. O>.O
2 AmMm 6 4.75•MN.O.0 1 SM6 rn O3sef OIp IR19.11 390 as SM INe d50 be e90 m 16441bs 270 m3 7W Ib4 354 me 740 ma 3741be m4 f6o 80t 341 me 442 me 580 WA OPENING,WHEN R IS LOWER THAN THE MULLION O �d'>Q
1 Fne.'mr3 44 1.75'M12 O.G 1814g941d(or016nn OIp Iflp-2k 460IM 70013 IVA WA WA WA 3m ms 141A WA NA NA NfA 682 ms 865 2* 1120Ibe CAPACITY(FROM THE TABLE)OF THE SELECTED O 5'7
4Am�m36?3•ba.o.a rfzl a6A,oty capef(Fq.3k 7e1 me 790m ego r4; txo m3 16961be 54o ms 5W me WA To ba 748 ta3 ewe. 1902 Z. 682 IM 995 ms 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
2 Anclmrs®445•MktO.C.]UCilp,wo.125 ALm,(Fd.4k WA WA WA WA WA WA NIA WA WA WA WA WA WA NA 715 me CAPACITY WHICH MAY BE USED TO QUALIFY as comp ing with tbo Florida
1Ateh.1E IFl9.69 105 m3 1951N I 225 ma 445 me B22Ibs t3504 toom3 mlb3 370 oL 197 uu 33210e 47386 170 D, 221 It. 280ms ADDITIONAL ANCHOR OPTIONS FROM THE BuBdklg o
2A11cbOre®1.15-Kul.O.Cl 1315 q.eT. 2401DS 3500fe WA WA WA WA 12016s WA NIA WA WA WA 9411tY 9421Ia 5801b3 ANCHOR CAPACITY TABLE NOA-No. 17-0630.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ¢xpfratfon Oato 05/26/2021
By
Miami-)ad ro uct Centro
FIGURE 1: FIGURE 27 TABLE NOTES:
e ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1,000,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.0L'0•
• 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, �% �.........
y i��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�'a" 10EN 4�r!
.r y S�
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' :4,= ••:��
FIGURE 4: FIGURES: FIGURE 6:
CONCRETE B SHALL CONFORM UNIT SHA CONFORM TO ASTM G-eD.WOOD SHALL BEPRESSURE-TREATED } = .: No.58705 7.*_
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60e3•175 AND BE AMINIMUM OF.12,7
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X,375'MUUJON
LEAST.125*MATERIAL
AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
6 IUI_ll IL_ ® Q THE MATERIAL 010 8 i112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. %�O;k%, 6TAYE F r'
A LYN V1ILLER`P.E.
FL P.E.#58705
i
R
i
TABLE 3A
MuBian Capack Table(IbsW) _8
Opening Width('or Wr8ca4y-spanning m dons)orOpening Height(torhoozarda0y-sparrllrg muions) LE)
Win Win 701n 801n Win login 120In 1401n login,� p
Rea0lrywla Trapiidnall. F7eerangwar Wiprre-a. Rectar . TRp/rlt-ii. tmetangww Ttap7anng. R-mm- Trepili". fiwtarpdar Tr4prrrialq• Reclnngww lapIT, peefwrgww Trap70feng. nactang8ar llLan.'ang.
tY275R Ling LWAN Laa6ng Loadag Iaadng LmdnB Lang L-0.9 Luaft Laad-v Loadnii LaaanB Lomd�p Laadas Lanft Laa6nB Lw6+B ImdnB
.375 Alum �$ S t a .., 3
o ins U
BE)
Tube i t
M a o N
S 09 ^ � h
t
il $ fi 9 5 fi a 9 6
� fi
s a O W
42 In 170.0 620 170.0 435 17e0 744 170.0 478 170.0 606 170.0 505 170.0 SM 770.01 619 17U 1116 170.0 627 170,0 1240 170.0 621 1487 1307 170,0 621 VIA1301 tID.O 521 1115 1301 170.0 521 J =
J
45 in 170.0 708 '170.0 524 17a0 850 1170.0 Sid 170.3 992 170.0 630 170.0 1133 170.01 661 151:6 ilae /70.0 977 136.8 1138 170.0 630 11119 /139 00.0 660 978 1139 170.0 680 814 1139 170.0 680 0: 5 rn
M625 in 170.0 T47 170.0 563 170.01 598 I 170.0 631 167.e I= vao W4 us8 I= 170.0 rm 7308 1032 170.0 T47 117.4 J= Vag 756 97.9 IOU 1T0.0 756 03.9 1032 170.0 756 73.4 1032 170.0 755 �m H
64b 170.0 797 1'OA 612 ifi1.] 907 170.0 881 1362 007 1647 730 4208 907 75Z6 720 f07.5 807 145.0 714 We 907 141.1 710 80.13 937 140.0 7M 69.1 937 143A 709 606 SO7 140.0 709 m C) N
W In 14l.1 735 151.E 025 117.6 736 130.3 oil .100.8 M 116.0 599 B82 735 105.2 590 7a4 735 9).5 583 70.5 735 95.1 575 5a9 735 918 574 WA 735 81.5 574 44.1 735 818 5T! Q f•' m 0
{{ 63 in 121.8 686 130.D 570 tOt.6 666 111.5 557 57.0 6W 98.9 647 762 we 90.1 5M 67.T 6W 87.9 63! W.9 6W T8.8 525 E0.8 EW TS.B 521 435 688 Jib 621 38.1 668 7BB sm U U .. Q
TO Win loma 60T 112.4 522 68.3 607 06.1 511 75.7 6W 05.0 501 W2 607 71.1 493 58.9 607 71.5 486 SSA 607 97A 431 442 60r a3.4 476 37.9 W7 62.7 474 ni fiC7 627 474 ? z W m 0:
LU EU
,j Tito 818 910 85.8 143 WA 510 73.0 434 5&3 10 G4.1 426 51.0 510 57,8 418 45A 910 $3.3 N3 40.8 S10 50.0 408 36.0 $10 45.8 402 28.2 510 44A 399 25.8 510 44.3 399 W
761, 68.4 458 725 400 57.8 468 81.7 292 0.6 450 54A WS 414 459 488)375 Sag 463 44.6 373 34.7 458 418 363 288 458 3T.7 362 24.8 456 SBA 359 21.7 455 35.7 3511 va~i j J o6 Z
76b 642 435 67.0 381 63.5 435 WA 3T. 458 435 49.0 3W 40.1 435 447 3M 35.7 436 40.9 355 32.1 435 38.1 351 26.3 425 34.4 344 22.2 436 326 341 20.1 435 322 346 Q = r ar-
E.i.n
41.5 3D 43.1 290 34.8 7D 26.4 285 29.9 3D 3L5 280 26.I 3D 28.3 D5 23.2 327 25.7 271 2019 327 23.7 263 17A 3D 21.0 M 14.9 327 18.3 263 � Z u')
34,1 267 39A 257 28.7 257 299 252 20 257 2a0 248 21.5 247 231 244 19A 287 20.9 7,40 172 297 19.] 237 1d.4 287 1a9 232 a C!-z tico i10 2l2 727 24.7 209 20.2 727 20.8 201 17.3 ffi Me 198 N.1 16,0 l� U) Xn 223T194 IB.6 215 t9.1 191 158 215 16.0 188 y52
/7b 184 17.9 167 X Q ?r
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ d Z � N
Anchor Ca a' Table lbs ANCHOR
8ubniate: 2.7%Cs Ida 3.54 Cone. WO-CMU Fined CrnU FT wood Ma1a1 (OP°)X( )=ANCHOR CAP.,,._ D
6716•Eko 1/4'So Eteo 5.,1VSea 114•So Ei. 010 Sled 9125tea 9129ted MU
AmOw lypn: 3'76'Ekd L15acen 7/4•Ekd U,Imwn 311C EIaP UlLxan 1/4'Ekd 162a:m
Anchor Clip Patterns lA4acsn AggmGwr UOrson Amr screw 6�1 sww(c,5) Scew(GS USE FORMULA T003TAIN TFiE°ANCHOR PRODUCT REVISED
Edge Chtwe(In), 7' 21/r V 2a1r 3.1/B• 1• 2-itr 2-uz 21 3-11r T DAD
• 054• 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN as eompty1 9 with then Florida
Embedment 1.3i4• t-374• tal4' 1374• 2' 1-t/4• I-1/4• 1-1/4' 1-IW 1-1/4' 1-114• 2 7'318• I'W wrks ACTUAL PRESSURE REQUIREMENT FORTHE Bugding Code
2 Amt..Q 4.75'Min-O.G/Standard Of Clad CIO(ft.1): 390@s 3mft 450 Ms I 590bs Ie44 be 2NIba 250 9u 354.Ibs 740IM 374 ft 669 i1n 9466a 31t Wa 4421tn 12 Rfa OPENING,MIEN IT IS LOWER THAN THEM ULLION NOA-No. 17.0630.01
4 Anch-Q 1.15'Min.C.C.l 618ndud(ar0&xg GIP(Fi8.2): 450 MS -7000xi Wa WA WA NIA 3W ba WA NIA WA wa wA Bee B,o e9s 1m 1120 ros CAPACITY(FROM THETABLE)OF THESFIECTED
4Analma$3• m.O.C./MWAn01adips/(Fig.3): M" 7Wba 6WIM zooba 186BIM 5401M •650IM NIA 7601ba 148ba 8Wan, 1892:bs 532in$ BadIb3 11201M MULLION.IT WILL YIELD A MINIMUM ANCHOR F.npi nation Date 0SJ26/2021
2Amttcts et OP.S Wn-O.C./U{71A in1o.12SA0an.(Fig.4): WA WA WA WA NIA N/A WA NIA WA WA wA 'NA WA WA 716 Ins CAPACITY WHICH MAY BE USED TO QUALIFY By
7 A.1-1 FCl'sp ffia sk 1B5'Ss 195bs 2251M 4a5 ws 8220w 135 ft 1401M ITT IM 9m ba tB71os 332IM 473 be 1701M I 221 on 2W bs ADDITIONAL ANCHOR OPTIONS FROM THE Miam roduet Control
2AnUws�1.15•MBt O.CJF;7ipff70.5t 2402b 350 M. WA I WA I WA I WA IN he WA WA WA NIA N/A 341 Ibs 1 4421M 5600a ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CUP. C-D CIRCLEDVALUES ARE USED IN THE EXAMPLE ON SHEET 24. .
FIGURE I: FIGURE 2 TABLE NOTES:
01 O
0 07
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
11 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 111 1111I7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING IS ALLOWABLE ♦��'N. .. .... 1,i�
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-2-a 2.760' �1i.• LICEMgF
HOJ_ES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Z •• No 58705 •�
FIGURES SHOW SUGGESTED,APPROXIMATE ,HOLE LOCATIONS, `
ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
376'
CONCRETEBLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .�O'•, CY C
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' �� � ••�
FIGURE 4: FIOURE S: FIGURE6
�
THICK STEELSTUDS TOBEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT .......ORiDP,.•'•\��♦'
e i'X 2.75'X.375'MULLICN i s
THE MATF_RIAL#10 5-17HICK AND ANCHORSCHORS INTO WINTO METAL SHALL OOD MAYBE STEEL�18-8 S.S.OR 4FND AT 10 g CREW THREADS BEYOND '�1;SIONAL E�G♦♦
A.MW AhIL�R,P.E.
FL P.E.#58705
TABLE 4A a ^
Mullion Capacity 74blo IbsAt2
Z
Oponing Width(faroeNcatlSaspervdfxJtfuiliorls)orOp9nhtgHal911t(torncriwrVBly-spar2lifgmlMorx)
60 in 60T 70 in 80In Win 100 in 1201. 140in ISO in <
Reaknodw TfWVTdang• Rest wlm TmWTrian& Rwiff .W. T.p Mm9. P-tmdar T prrdan% R. 9w Trvrmw P HH�-•
1 x 2t8x & 1angUer Tr,QVT:rg. Reefatgalar Tr(gNTdmg, Facts9War T7L..Z Rctm9W r 7.071ian9. p
.650 Alum. Lamfiag Lcafag Laadtg LeadnB l.oedn9 Loafing Loadn9 Loadn9 Lowing Loafing Loadng Loe-9 LOaft Loadn9 L-Mg Loafing Loadag Cawing n m'
hbe c
59111Ion o u$ 1113
2 O u u a a a o o U o LL
�� .� F' `£' h� � ag�• � a �� � �� � sg �g °� h
LLJ
�a 3A A @ � w O ( 2
421n 170.0 6'20 170,41 435 '170.0 T44 17A0 476:170.0 868 170.0 506 170.01 02 170.0 Sig 170.0 fII6 1170.01 52f 170.0 124o 17A0 521 I= f4a8 170.0 521 758.7 1820 170.01 521 138.8 t62D 1170.01 521 1 J
481rt 170.0 708 170.0 524 170.0 850 1170.0 584 170.0 B42 170.0 631 770.0 1133 170.0 S61 1705 7275 170.0 677 170.0 14I7 imo 6-80 141.7 1417 170.0 FP,O 1215 1417 170.0 860 7063 1417 170A 880 ' (n
E
WM5 in 170.0 747 170,0 563 170.0 WO t746 631 170.0 4046 170.0 684 iTO,0 ImS 17oo 723 i7B,6 12B6 1... 747 146.3 1286 170.0 756 121.9 1285 170.0 7SS 104.5 128E 170.0 758 e1.1 12l5 170A 758 (0 W O ~
Utt 170.0 797 17AD 512 170.0 SM 170,0 01 170.0 11f6 1740 754 150.7 1130 17D.0 8A1 133.9 1130 170.0 837 12MO 1130 170,0 056 f00.5 113C 1XII M 68.1 1130 170.0 881 753 1130 Tmo Sol �2 ? M co
80 in 1740 8B5 170.0 701 1465 915 1023 761 1255 915 4445 746 109,9 015 1323 735 E7.8 815 173.0 729 67.0 915 118.5 7M 732 B75 114.4 715 W-8 915 114.4 715 50 415 114A 715 ¢ F- (0 Q
83 in 151.8 830 1813 710 128.5 e'A 138.9 691 �-94.3
08.5 830 1232 681 94.9 B30 1122 67D 84.4 S30 104.E BS2 75.9 830 88.4 OW 63.3 BW 94.5 049 542 830 84.1 640 47.4 8W 94.1 $40 0 Z
WI- 132I 757 1405 660 110.0 757 119.8 &Y' 757 105.9 624 EZ5 757 9e.1 614 73.4 757 B9.1 606 86,0 757 U2 60D 56.0 7S7 79.0 SB3 472 767 78.2 SM 4',3 757 782 W1 z Lij� m 72in 10f.7 839 108.8 552 64.8 838 91.0 540 2.7 636 SO.1 530 61.d B38 722 521 545r671
655 514 63.9 636 aL3 508 42.4 M 572 500 383 638 55.3 497 31.0 636 552 437Q76W KS 571 90.4 496 721 571 768 488 1. 1 67,4 478 54.1 571 fb.e 471 t40 SSS 484 48.2 571 5f,B 4� 36.0 571 47,0' 45} �.9 57f 44.d 447 27.D 471 14.6 q46
y Q �r n
781n 00.0 $42 83.4 474 16.7 542 703 465 57.1 512 �,1 456 50.0 542 55.7 449 44.451.0 442 40,0 642 47S 437 333 512 {29 429 2aS 542 40.6 425 25.0 U2 40.1 423 Z C0k 621 407 53.7 351 43.; 407 45A 3R 372 407 32.6 349 32.5 407 U3 343 23.9 32.1 338 20.0 407 29S 334 21.7 407 26.1 327 18.6 407 24.1 322 .0.3 407 23.0 31a Q tto z N r16ht428358 "A 320 25.8 358 37.2 314 30.7 358 324 3w 288 358 248 304 A8 20.1 3W 21.5 3" MO 296 17.0 358 21,D 2a9 U.3 358 192 2F4 � XOt0a i1 �27.8
28J 90.8 255 25.1 ?53 259 251 21.5 2&1 22.5 247 18,8 283 5B5 246 147 18.0 TAD 451 283 18.5 237 LU
III N 267 263 Z42 231 267 MA 238 10.6 287 206235 17.3 2B7 183Zg a N 120o 229 223 209 18.3 229 18.8 205 15.T 228 1B2 202 eX-• Q �,}�
O
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: 3 D' z fn rA
AnehorC ac Tabla bs a. a. m
sumtr4lee. 2ACorcreta 3.5k 0o HnA-cau ANCHOR CAP...:w., O 4i .� o
a adg49 DTwood Mele1 (D�)Xt )=ANCHORCAP._ O
AmI-TM 3AS'Eko Linn 1weto 4m.- fJ16'Eko 3119'Eiac Lilt n 1r4^'Eko tD0lfa=n 774.89Eka&M-Eko 114'8SEka 910SittJ e12sbd 0123ted MULLION CAP.,m,.•�
pnehorCOpPattems UOgon Ag,al3alor tor- AWecamr S-0w 3S)Somw(c45) Sa-1o5)I USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED
Edge lxstaus On7 1^ 2-14-1 1• 24r- 3-vr 1^ 1 2-vs' r 1 2-10 2• 1 3-178' 2' 0.48' o.6r 432r CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
Enmdmart 9n IV4' I-W 1.3r4' IV4- 2' 1-f74' 1-114' t-174• 1.11i' t-174^ 1.114' 2° 1Jr6' 1318• tattea ACTUAL PRESSURE REQUIF2EMENT FOR THE Building Code
2Anct-@4,76-MbL O.C./BlardaM argf9d Qip{Fl9.1k 380105 38D Wa 4501Cs 60.flbs WA hs 270 lbe 280IbS 35AIbs 740 me 314Dn 664Iba 9461bs 3411be 4421m SW&n OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-Ofi30.01
4 Aml-a 1.16-Min.0.47 S1an0arJ( ,1.,,C09(FI9,2): 48O2 TOO Iba NI WA WA WA 3801bs WA WA WA WN WA 602 ft 605 11201be CAPACITY(FROM THE TABLE)OFTHE SELECTED EvIration Cate 0 512 612 02 1
4AMMRdif 3'1(O.G 112)2asAtyk(bps/�tg 3j 7801bt 760IM 680M 158o ibe tB96 ms 6101bt 5W8. WA 750 Rn 749 Tm 880 fits M92im 6821be assm Im1ba MULLION.IT WILL YIELD A MINIMUM ANCHOR
2PmbtB 60.45'Min.O.G1�43iP.§nt,/25'Ab4n.fR9.d); WA NA WA WA WA WA WA WA WA WA WA NIA NIA 7y56s CAPACITY WHICH MAY BE USED TO QUALIFY BY
7 Ac=Iarl FCIID(F'D.5-4 1051m 1950m 725 iba ;456s WI- 135M I 1401m 1771m 370Ibs 187 im 332Im 473 L4 1709. 2218n --FED-I. ADDITIONAL ANCHOR OPTIONS FROM THE Miami-D7mrproduct Control
2 Atrctwn 4'21.1P Y.a O.CI F{tlpff47.ek 240 im 350 b, WA WA WA WA 79Dfm WAI WA WA IVA WA 341 ma 4421bs 5601bs ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USETHE SAME ANCHOR PATTER`!AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24.
FIGURE 1: FIGURE 2: TABLE.NOTES:
r--
1)SEE SHET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. '
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE. o l 1111 f 11j
FIGURE T. `���aQN .LYJVV
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2-757
• • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23.
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. *: No 587D5 ••,T
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WLLBEPRESUR&TREATEDH
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 606&T5 AND BE A MINIMUM CF A25AiE O I'T".• `
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.M'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT '• 4
e 0 LEAST.125'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW Tf1REAOS BEYOND 1'X2.75'X.66T MULLION �s••.RLORIDP,.•' \7�
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. �i s •• G��
7I?NAL 1E�;.•
A.LYP A MILLER,P.E.
FL P.E.#587)5
TABLE 5A
m
Fo �
Mullion Capacity Table pbslitt) � U
Oponing Width(farvenica MfOrts)or Opening Height(fortortm�ervlirg md5orn)
SOM son 70 in SON 601n 100n_ _. 120in 1401. Imb, D
Reclanglka Ti�PTdmg. RschngdR Trayin4n9. RW.WJar TrWTda V. Recianglm I TrePlerlw. itecnngWie m-wTd 19• Reclarwlar T-vTAarre. (2scana» Tmp7mp, R4cWw war Tmp/T&g R-Ismner Tmplr tg.
?"z 3.125'z Lcad� laadnB L.oadnB loadny lax®ng Long Laedng Loadn9 Loed� Loafing t.oed;.g tcadn9 laad;•Ig I Laadng Lwnm7 I.cadng Lcadrq L-ft cY.600"Alum r a r a r a t r r r r a r r r .z• r z• r a r a a r
Tubo Mull
a m a a o u m 9 v e
0 u
1 gal m 1d $ s1 R 9 I e 9 al a R� > �� SB a �5I a 49 N
U Ua U U U Ua U Uv si U u b U U B5 U �•� Lg �'� fA'
s 2 died �$ a air sb' 2 � cn
42 Ln 1717.01 820 17D.0 435 170.4 744 170.01 478 17110 Iles 17a0 5W 170.0 002 170.0 510 17a0 1116 17110 5Y 170.0 1240 170.0 521 170.D 148E 170.0 521 17no 1735 170-01 W1 151.4 1802 170.0 121 W J
481n 1705 1 703 170.1) 524 170.0 850 17aO 584 170.0 %2 170.0 C30 170.0 1133 170.01 Sol Vo.0 1275 R0.0 UT 17D.0 1417 170.0 WO 157.7 1577 170.0 6130 13si 1577 1)0.0 889 tf82 15T7 170.0 860 a j fA
y
50.Iysln 170.0 747 170.0 6Gf 1ro.D 896 170.0 637 VOL 1048 170.0 664 170.9 ftss 170.0 7A 17a0 1345 iro.0 747 t7a9 1494 170.0 758 141.7 1c95 17g0 758 121.s 1495 iM.D 758 108.3 t495 17a0 756 U5 'O p
Sa In 1ro.0 79T 170.0 612 179.0 656 170.0 6M 170.0 111A 17D.0 754 170.0 1275 17QD 803 1641 14M 170.a 837 148.5 MI WILD 85g 124.8 /40f 17D.0 881 f08.B 1401 170.D 687 93.4 1401 17a0 BSt K fA
11
60 In 170.0 00 IT0.0 T45 M.8 1049 170.0 797 1545 1158 170.0 B78 138.7 1;58 107.0 82B =3 J150 156.5 017 111.0 1158 149.7 910 92.5 1158 t44,S 803 79.3 H58 144.5 003 69.4 1150 144.5 W3 F- rD L7
83n 170.0 tti0 T70.0 745 159.8 1049 770.0 am 137,D iDW 155.5 88,1 119.6 1049 10.7 M IM5 I= 1370 BW 85.9 1049 125.5 626 7&0 1040 119,3 UO 6aS 1049 110.9 012 $9.9 1049 1f69 81B ej � (q Q
m- 661, 166.8 955 1T0.0 789 139.0 -055 151.3 804 t1a1 855 OW 783 104.2 655 121.4 775 926 955 1128 765 834 995 100.4 767 60.5 _!SS BB.B 748 68.8 BSS 88.7 74d 521 965 88.7 748 2 Z W g m =
U
j 72n 12g6 8d3 13/.0 697 fa7A 303 1t4,9 6B2 91.0 6D3 101.1 870 60,3 W3 01.2 859 71.4 Fa a9A 649 842 803 78S 642 S3S 8a1 722 632 45.9 803 69.8 623 4a1 803 693 W W � w3
76M 1092 721 114.1 W 01.0 721 97.0 6t8P121
F2901
6CJ 63.3 72t 7a5 SWS 607 721 7a1 60 69.8 721 BSA 578 45S T2! 59,4 568 39.0 721 58.8 56{ 34.7 721 58.1 G83 J C Z
W Q
78 In 101.0 684 t05.4 588 81.2 fi84 88.4 58T 576 E3.1 6A4 70.4 567 58.t 684 84.4 558 50.5 8s4 60.E 537 42i ,681 54.1 641 38.1 684 51.3 53;B 31.8 884 50.8 Sid Fz- Q
93Is 85.d 5t4 8T.3 456 54.B 514 57S 448 440 41.1 514 44.0 433 3aS 514 40.5 427 320 614 37.3 421 27A 514 31.0 412 23,5 514 30.4 408 ffiB ets 29.0 tl3 F• ¢ tr) Z N
Lsn 542 452 55,7 4W 462 43 47,D 396 3" 330 452 3a4 3S4 3a1 452 228 378 27.1 4S2 30.0 3Td 226 452 26.8 385 ]0.4 452 242 359 160 452 22.8 355 IL N X$ co
?OSn �31135l 38.1 222 S1.7 357 327 317 312 23.0 357 252 W8 21.1 357 22.7 303 1&0 35J 20.8 799 1533 357 18.0 193 138 357 182 787 119 357 150 2B3 WNn33805S 30s 202 378 7a1 30t 26B 21.9 338 23T 2B2 1&5 738 208 288 176 336 180 2B4 148 338 8. 74j Min 2W 282 2'63 231� 2M 23,7 259 28B 17.3 289 181 252 154 289 18.9 21B 73.8 2AB f4.B 246 11.6 2B5 128 240 0.0 2AB 11.4 238 A7 289 10A 232 � Q X Q D C)
TABLE56 ANCHOR CAPACITY ADJUSTMENT FORMULA: m a �qy rn
AnchorCa c Table Mal a ;� U?;UU
su0sume 274 Grade ANCHOR CAP.,,,,,•, 0 m �9
35[CmG HaWaatU FNCGCLIU Prt4'om Metal (DP,)X( )=ANCHORCAP._ U
3'fs QcO w•SS rica wa,Eke t14'SS FIm Im steel tlf2S1rt1 s•257/xJ MUWON o
Antl>,11YM 3ftti EIco UOram tfr IS-Ula n ins Eic0tm=m VT Ek0002con AD GZ URcm
MchorCRp Patteme vCacon A96rcGxv Soea(G6)sr4aT(Gb) sc RS) USE THIS FORMULA TO OBTAIN THE•ANCHOR PRODUCT REVISED
Edge Oisttrce6nT 1• 2-Ur t• 2-1Y2 Safe• 1• Gar t• 2-trr 2- 3,W 21 0.48• MW 0,32r CAPACITY REQUIRED'CORRESFONDINGTOAN as eompfyIng with the Florida
Flue6?ndrt n• tar4° faro• 13ra• w4• 2• t-v4• t-t7r t-u4• ;-va• ta/r t-u4• r t-s16�• 13'8• vary ACTUAL PRESSURE REQUIREMENT FOR THE Buildiag Cods,
2Ancras N4.7g Mln o.c.J slalnadoo18s1 C9p6i0 tY sro ms a9pm 43DW Me IDS 1644ms 270 as 2WU 354WS 740Ita 37410s re4m4 D48un 341 as 44zIm WDam OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 1T-0630.01
4 AMDMLb7,15'Mtn,O.0 r Strn�dl7 Orae1)alp gig 2} A60 Bis 700 Gs NJA INA N+A NIA 3lalcs N/A WA NIA - I- -ft Rig
t72o I� CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05126/2021
4ArC to jWTMn.O.C.!(2)2a5 AigIeCl05r g9D.37 760 Rs 76D(m fr70 Hs tSrb It. is08 is 5406a Sta Ois N7A 760109 748 n9 SB30xs 18920s 6829d BBS Bx 11200>s MULLION,IT WILL YIELDAMINIML)M ANCHOR
3Atttrs'Ja OA5"MIn,O.C.1 U-U.,ntc.12T Atm ffJa 4C N/A IBA NIA WA NfA WA t0A f NIA N/A N/A WA tlUl WA i4'A 1079 Bs CAPACITY WHICH MAY 8E USED TO QUALIFY BY /,
1A hCOrJ1 FOV gig,Sx t%bs lGe Ms ZID Um ;46Im 8221ps 135I08 1.R� 7771us 37olae t67 03 332 its 47324 17001t 227 ax 2S011n ADDITIONAL ANCHOR OPTIONS FROM THE Mlnmi-0.1 a Product Control
2AIrc7ors a7.ts 49n OC1F (F4 2�ns 9508s N7A N/A ILA WA I. N7A IVA NAA IUA WA 9411D4 4421m S6Dlls ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP-
M.000"^l
FIGURE 1: FIGURE 2: TABLE NOTES:
Q • ® 1)SEE SH.1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.FIGURE 3: 3.125• •``QNY LYN,y 71j7
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21 23. : .• ' 21
• ell
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN .�;�,
ON 51-EEI'521-23. `� c�.' 1.tCENy�•-�r!��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATJONS. •_
ANGLE CLIP MUST BE USED IN PAIRS. - *; Na.58)05
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •�° - -7 .• 7�'-
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CSO.WOOD SHALL BEPRESSURE-TREATED -T •9
FIGURE 4; FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.126' �- Q=
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X 3.125"X.5.1 4111111 0 7J O�•. ,4r,�
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 35CREW THREADS BEYOND (v vF MULLION) (� FC ORIDP,••'G\'?�
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. %S •....
i 0
'/A1NaJNIaLE�%P.E-
FL REA 58705
TABLE 6A
Mullion Capacity Table Oblife)
Opening Width(for vedica!y-spa rtlrg mlBlons)or opening Height(forhod2aNsly-spamlrO nlDlons) xC d �4F
Win Go In 701n co 1. 90 in- t00in 12001 1401. 10in yr
o O
RCtta19WR TreplTda.g. Rec+u>aYar TraTlTdan9. RatmnOWar Tr:iJi8elp. F4xfa7War 7wpRaan& R4-h4+g'�dei TraP71'aarrB• Redartgllar 7kMr1en8. ILcLVIPaar TreNirimi9• �4+�otar TmdThm9• Reel4nadar 7ra(M01s(ta
1 x4x.125 Loafing i-dna Lacf4N Loadng LoadnB Laadr9 Loedalg Loedlg Load.9 Lmdna Lmdng L.f&g Laedng U ft Lo3drg Laadn9 Loadrg faadna ux u
AIum.Tube .� &'_ '_ r a _ i '_ .' •' LL
Mu111on a i ��.pp. i i pp qq �.g. v i
•8 2, g g'� a>�S cm
U
cY c� G G S G 3 3 c Eli'- s t3 7f+, cY chi c3 t9 8 d tP B tie S 6
�.�§ co
42h flea 620 170.01Q5 170.01 744 1170.0 478 170.D1 868 170.0 5% 170.0 W2 173,0 519 170.0 1118 17a0 ral 170.0 1240 110.0 621 170.0114M 170.0 =I 145.6 1469 170.0 521 IVA 14M 170:0 621 m O
z
48h 1740 708 770.0 524 170.0 05p 170.0 584 1740i 892 170.0 WO 170.0 1133 170.0 681 /740 1275 /740 677 156.3 13W 170.0 680 13C3 13IXt 170.0 680 W 111.7 13 170A 8W 87.7 1303 170.0 660
r E _
SD.625h 170.0 747 170.0 563 170.0BW 1740 21 170.0 1048 170.0 684 170.0 1796 t70.9 723 Y.,S.i 1215 1T0.0 747 140.5 121i 170.0 T58 117.1 1235 770.0 758 iCCA 1235 170,0 758 87.8 1236 f70a 756 I--
8410 170.0 797 170.0 612 170.0 958 170.0 691 170A 1116 I= 764 134.4 1158 170.0 803 1372 1158 170.0 837 1238 1156 170.0 85S ICL9 1158 170.0 881 $32 1150 170.0 Bel 77.2 1105 170.0 Salm m O U
60 In 170.0 685 17ol) 701 103.7 1042 1740 797 f429 1042 MCI 832 1253 1042 146.7 815 1112 1042 U&S $01 100.0 1042 130.2 791 -4 1- 125.1 7@ 71.5 1042 125.1 TB2 625 JOG 1251 762 � D CID
Wln 170.0 930 170.0 745 151.2 914 1636 918 IMS 992 144.4 799 113.4 D92 131.0 782 W48 GM 121A 766 90.7 992 114,8 756 -16.8 992 1C8.4 745 64.0 992 108.0 744 56.7 692 1C40 744 _ C7 z
§ 68 In :65A S 7 170.0 769 137,8 947 148.0 7W 118.1i 047 ISU 708 iD3.4 947 117.7 752 919 947 lC&7 736 a7.T 9Q ia22 727 65.9 947 95.1 713 511 047 94.0 711 51.7 947 S4.0 711 ? Z U? b• t
72 In 135.0 8/9 1121 737 1132 80.9 121.E 7II 97.0 849 100.9 708 848 M9 944 6_oe 75.5 8{9 837 ON67.9 B49 @7 676 66.8 649' 76.3 659 d8.6 669 726 652 62.6 849 72.4 651 pj 2 Wd y$;Q
Min 1155 762 120.7 665 W.3 762 IV-6 SM 825 762 $0.0 640 722 762 E0.9 6M 64.2 76Z 742 6A W.6 762 692 613 40.1 762 62.6 602 41.3 762 69.9 557 041 T62 tiB.{ $95 J (n dZ
f 7e1. 108.9 724 111.4 634 89.0 724 NA SH 76.3 724 82.0 609 66.e 724 74.4 50 59.4 724 $&1 Eel EA 724 634 5W 44.5 724 67.3 570 382 T24 54.3 567 33.4 724 53.6 50
J c
so In 69.6 R3 71.0 483 60.0 543 647 474 49.7 543 52.0 4W 43.5 60 47.1 4% 38.6 643 428 452 34.8 543 39,5 446 29.0 613 34.0 476 24.6 573 321 430 21.T 543 30,7 47b z Z = Q N �
061. 67.3 4711 68.9 427 47.8 478 49.7 419 40.9 478 4&2 412 36,8 470 38a 400 318 478 348 400 20.7 478 320 396 23.9 4T6 20.1 366 23.5 470 25,6 380 Jim 476 242 376 a ~ 90 p0
1081n 40.3 377 41.1 341 33.5 Tn 34.6 333 28.8 3T7 30.0 330 25.2 377 26.6 Zin 224 371 24.0 321 20.1 377 220 317 16.8 977 19.0 310 UA 377 VA 304 n. � 79 a
itth 37.1 387 Sze 323 30,0 357 31A 3M 26.6 357 ZU 313 Za2 &V 24.4 3M 20.6 357 22.0 WS 145 367 20.1 =1 134 357 1TA 29a s�i � X
Y Y
720h 299 30a MA 270 24.5 306 25.1 274 21.0 3W 21.7 270 18.3 3C8 192 287 16.3 306 17.3 263 FS U x 4
144In iZ0 21z 17.2 196 O Q 0 O
aa� Z..m m
TABLE 68 m0 s.0
ANCHOR CAPACITY ADJUSTMENT FORMULA: _ 8 a.m�
Anchor Ca ac Table ba ANCHOR CAP.. , 8 y m.a:
9uhtr to 271 C-c 35k Cntm. F.1a4 Cuu Fovea CMU FT wood Waal (D�)X -ANCHOR CAP.-
a16 aco ua sr sncoeo 1WssEl. MOeted 412$1.6 1112smer MULLIONCAF'.. ..� PRODUCT REVISED
AnchorCBpPatterna Anctar7ypC 3f16•EI°o Lit- 1W Eko 1111-m 110'Eh J1m Flco Oibec.n tI{•Ewo URmar1 Arse 11FEI Apee6alm Scnw(GS)scnrn(¢� screw(0.$) USE THIS FORMULA TO OBTAIN THE°ANCHOR as complying with the Fiorillo
Edge Disurce(917 7• 2-Ire V 2-14T 34f8' 1` 2.1t1 1• 2.1t7 7 3-06' 7 0.48• 054' 4324• CAPACITY REQUIRED-CORRESPONDING TO AN Building Code
EmDetrnent MY 1-'JV 1.314• 1.3f4 I-aw 7 1-114• 1414' 1.1f4' 1-fill' 1-lf4' 1-11r 7 lava• tare• Ierws ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2A.c0oR@4.75 klln,QC-I Mwdud or CNI CIO(Fla.1&2Y 39DM 39016s 4501bs 6901bs 1644 ibe 27D b. 290Ibs 354 R. T40U 3741bs 664 W. 9469u 341(be 442 tW 560IN OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4Anctmrs J$2-2.7 MIn.O.C.16tandall(vofh )Gip ft.3Y 700 to 700m 560 Oa 1414lbs S521bs WA NO ft WA WO and WA Bsalbe NIA 682 ft 6851bs 112DRo CAPACITY(FROM THE TABLE),OF THESELECTED
O Anetmrs�7.tS 5141,D.C.16Cmda+d(yMO)Cap Fg.4k 90ms 1400 Pot WA _ WA WA WA 70D me WA NIA ) WA WA WA 1363 I03 1770Ib4 2240Ibs MULLION.IT WILL YIELD AMINIMUM ANCHOR By
4 ArmIrm B-a NN.O.C.1 R)245An9b Cops I ft.5t 750®s 7WIt. 5801ts IWOin 18961bs 640Ibs SM 104 WA 760lbs 748Ibs HBO ft 1692Ibs 662Ibe 685 its 112D Ra CAPACITY WHICH MAY BE USED TO QUALIFY Miam4-0 •Product Control
SA4mIsrsQ3•tM.O.Q/R)245Anel0CV51ftOY W(Ims 1170lbs 1020!De 2340106 2844 me 8100s B40tbs NfA 17401bs It24as 132aw 233SU 10221bs 132710s 1&W ft AD DITIONALANCHOROPTIDNS FROM THE
4 Amhoma OA5-L1hl O.C.I uaOr.into.I26'A1cm.Fv.7Y WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 1430 Re' ANCHOR CAPACITY TABLE
2Anabcs®22P Mh.O.C/F-CIIp ft 8Y �h4 350¢s 2908n 7051W 470 IN WA 28010a WA 3i516s WA 44015s tUA 341 Ws M2 Ns wo II's .
4 Anchors 1.15'Min.O.CJ F{0p(F10.9Y 4W lbs 100 0e WA WA WA WA 361I ib1 WA WA WA WA WA 8a71bs B651ts f120 Om
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �-°-
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURES FIGURE 4: FIGURE B: FIGURE& 1)SEE SHEET 1 FOR INSTRUCTICNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
• • • • • • • • • o • ° SHEETS 24FOR GENERAL INSTALLATION METi-IODS.
�. Qr1Y LYNg7 ��.
• • • • • ° • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `�`�'��. F 4yC.EN �''�
sF
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES 4.000' Q';' •.
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&FIGURES SHOW _* No.58706
FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. =
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %�•••. C7 :•/,V��
• • • o CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' :�,n••. S
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND SEA MINIMUM OF.125"THICK STEEL % ..FCORIDV'.•=•S
EL TO BEAT
ANGLE CUP(FIGURES 5&8)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTGRADE
METAL SHALLEXTEND A )T LEAST 3 SCREW THREADS BEEYON T HE MATERIAL THICK IAL#10& T 'ONAL EC
t4F8
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1•X4•X.125 A.[i' MILL'ek,P.E.
MULLION FL P.E.#58705
TABLE 7A on
Mullion C•paeft Table(Ib5Rt2)
Opening Width goruergra"ami g mtdons)Dr Opening Hetght(10r hadzonta0yspannilg mtAions) o,
60In 60 in 70N 80N 8oin too In 120 Ln 1401. 160In
1Xbz.37b Uwe Tt-pr&A' p-mogiar Trsp7Aang. Rac2noaior TmplrrialB gatmt9uler 7n:p/1Han4 Rectangular T-PIT,iano. Rectengawr Trap7fAanp. RaaNnTr`•e Tn�fTdanp. ReetenBuiar Tr pRAm:9. RectaimA� T+zWrAarW m
Laadng tn.s9 Loading' Loading LaadnO 1madM taadn9 L-&19 Loading Loading Lae6n9 nmdM19 Lwdne luaan8 Loadng toa�q Loading Loading qi,�•• U
Alum.Tube - el
-
ger £ £ a r r r z r z �c r a a Y £ 'a � a � r s '9 -a
Mullion N
45 a,l° fi b 5'�3 a 6 S € $ S� •�� 8 _5 g� fi a 6 6 g. 8j 8 fi� h fi �$g yg g 3tt ;:
1. AE did`a' a Z `a�� �wt!
421n 170.0 E20 IMA 435 170o 744 170.0 47B 170.0 868 170.0 5W 170.0 992 170.0 918 170.0'111fi 170.0 521 170.0 1240 170.0 521 170.0 1483 170.0 MI 170.0 173E 170D 521 170.0 1982 170A 521 W O
4S in 170.0 708 170.0 024 170A 650 170.0 564 170.0 692 170.E 630 170.0 1123 170.0 681 170.0(1275 170.01 677 170.0 1417 170.0 NO 170.0 1700 170A M170.0 IN3 170-0 680 151.8 2024 170.0 630 j (n
60,6251. 170.0 747 110.0 W3 170.0 B96 170.0 1 B31 170D 1046 17MO 1 694 170.0 1195 170b 723 170.0 131E 170.0 747 170.0 1494 170.0 756 170.D 1793 170.01 766 156.0 1919 1700 1 758 135.51 1919 170.0 756 = B S
t-
54N 170.0 797 170.0 812 170A 955 170.0 691 170.0 1116 170.9 754 170.0 1275 170.0 803 170.0 1434 178.0 037 1ro.0 104 170.0 858 159.9 17H 170.0 E61 137.1 1799 170.0 111 123.0 1739 170.0 8a1 ca m W
60N 170.0 886 t70.0 701 170A 1063 170.0 7W 1)0.O 1T40 170.0 678 170.0 1417 170.0 SU 170.0 1594 170.0 SW 155.5 1619 170.0 = 129.E 1619 170.0 I= 111.0 1619 170.0 1063 972 1610 170.0 1053 Q F CC) (U
631n 170.0 WO 770.0 743 170.0 1110 170.0 cW 170.0 1302 170.0 No 170.0 14M 170.0 1015 166.7 1542 170.0 1075 141.0 1542 170.0 1171 117.5 %Q IG&5 1158 100.7 1542 1678 1157 88A 1542 1679 1157 Ct g Q
170.0 789 170.0 1169 170.0 M170.0 IZS4 1TO.0 1D(2 160.6 1472 170.0 108a 142.8 1472 153.0 1148 120.E 1472 158A tI30 107.1 1472 147.8 11oe 91.5 1472 148.0 1104 80.3 14M 146.0 1104 Z Z (n
66In 170.0 674 m S
n U6 E U
721n 17MO 1061 1 179.0 fire 170.0 1270 170.0 10m. 150.6 1320 -1652 1101 132O 1320 149.9 100,2 1173 1320 137.8 IM8 105.6 1320 129.6 1049 a5A IUD 117.0 1024 3,4 1320 1128W4.
I= 1125 1012 Cw cc Lu .'0
76In 17¢O 1122 170.0 937 148A 1184 159A 1013 1282 118b 139,0 994 i132 1184 125.7 978 99.7 1184 1163 964 89.8 1184 107.5 B52 74A 1181 87.8 935 64.1 11F4 93.1 1 11184 92.3 D25 z
> > a J r
m 78N 166.1 1124 170A 967 138.4 7124 147D B6S 11B.6 1121 12&B 947 103.8 1124 115.6 931 02.3 1124 105.8 816 a3.0 1124 99.S We 692 1124 E9.0 NO 593 1124 fil39�1124 632 878 o J go in 10t.t MA 11/9 750 90.1 044 64.3 736 772 (lid all 724 57.6 844 M.3 712 GOA 8µ W.5 702 64.0 844 61.4 693 45.0 844 542 678 38.6 644 5R0 j 844 47.7 GM Z �1 aZ N961n 119.1 742 91.5 653 742 742 77.2 6S2 63.0 742 67.2 B41 65.7 742 69.3 631 49.5 742 54.1 022 44.5 742 49.8 614 37.1 742 43.6 600 31.6 742 39.9 1 74T 37.b 681 a r 0O108N626 5W aS 530 62.1 568 63.0 621 44.7 586 46.0 513 39.1 586 41A 605 34A sea 27.3 483 31.3 886 342 492 20.1 586 29.6 481 71.3 588 2&66 6t6 21.7 466 n M111N67A SSS 58.8 50.1 480 SSS 415 485 412 555 429 487 3a.0 555 36.0 480 32.0 Nab 2&2 473 E8.8 MIS 31.3 467 24.0 5W 27.1 457 20.6 555 7A30 555 224 442 n X120N 45.6 1475 46A 433 38.0 475 38.0 4T6 32A 475 337 1211 28.E 475 29.t 414 253 47S 28A 409 228 475 24.E 404 It
19.0 475 21.1 395 t6A 475 1&73 475 172 381 V x Q
1µIn 25A 330 28.7 AS 220 330 27-4 301 18.9 330 18.3 ZU 15.6 333 17.0 293 1
a8s- Z N
TABLE 7B }
ANCHOR CAPACITY ADJUSTMENT FORMULA: � .��� v �00
Anchor C cl Table bs ANCHOR CAP.,,•::,,,, _ U $ y
Substrata: 27k Colaldo 3.5k Ccoo. mwow CMU feed C14U PT Wand Mew (DR-)X( ANCHOR CAP.,,,
g16-Eko IW 55 Eka Lb'Elm 1q`65Eko n103ted 111261eet 012alan `MULLION CAP.,,.,„, PRODUCT REVISED
Anchor CBp Patterns AnNor Typo: YIC a.Uamca,l vi"Eka uBmea, 3nC moumren 1l4°EkO uamca; ApinaGoNr Udracon AggraCalw Scam(05(Scmn(GS) Sa (W) USE THIS FORMULA TO OBTAIN THE"ANCHOR UlSaaap as comp7ying with the Florida
Ede,Dewnca pal 1° 2-tlr 1` 2.12- 3-116° T Mir I- 2.17Y 2• 3-w 2- 048` 054` 6.324° CAPACITY REQUIRED'CORRESPONDING TO AN Bwlding Code
Emnedmw gat 1Jr4` 1S'4' fal4` 4L4• 7 1-174" 1-114- 1-174• IAW 1-111. 1-u4` r I-W 1-316- ,cries ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2AntMQ 4.75•Min.O.C.7 Stadand of Met Cip(fig.1d2): 380 tb, 390ma 45oTR 890m3 1e441b. Tama 290 im 354 Un 740 on 3741b. M4I. No to, 341 lba 442 ma 550lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021
4 Anchm @ 2.25"Ma.O.G I BIM M I.Vt lj pip IR"p.3r 700 m, 700 ma 580Ib, M10 9n 052 m3 WA 560 m, WA 610 P. WA M m. WA 182Im ace ibs Jim he CAPACITY(FROM THE TABLE)OF THE SELECTED
BAechan a I.WMN.O.C.I Standad(wOBeO CIIp Ir7p.43: ON on -AM 1b, WA WA WA WA 160 ms WA WA WA WA WA 13631. ITM m, 22406s MULLION.IT WILL YIELD A MINIMUh`.ANCHOR By � �-
4AmMrsCr Mi.O.G/M 2.5A,&Cops I(Fig,5k 780 m. 7s0ma 680 ma ismics 1898Ib1 540Itz 5w on WA TO IG. 748 ma Mm, law ma 682 ma aBS lhs tt2a(b6 CAPACITY WHICH MAY BE USED TO QUALIFY Mlam �d�oPro u Central
6 Anchano;Y Mn O.C.1(2)Zr5 An&C8p3 I1TI9.eT U70 m0 11701M 10201b 23401bs 2844 On 610 Gc 840 on. WA 11401b, 11Z21m 1320ma MIS C c t022 Bm IZU m, 16BO 1ta ADDITIONAL ANCHOR OPTIONS FROM THE
4 Ancbon g 0.4E MN.0,C.i V4V,hto.125°Aha1t(Fig.7j WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 1430 me ANCHOR CAPACITY TABLE
2 Anef-0225`WL 0.Q1 F-Mp(Fla.87 3501M 3501be 29084 705 ma 4781ba WA 21100n WA 315 ms WA 44a ms WA 2411b, µ21hs 5600n
4 Anchoo®1.15 Man.D.CI FCnp(F!0.9t 480 me 700 ms WA WA NlA Not 300 m. WA IVA WA IJA WA 682 ma 885Iffi 1720 ms
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062" 1.000" �--
T-
TABLE NOTES: I
FIGURE 1: FIGURE 2: FIGURES: FIGURE 4: FIGURE 8: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USINGTHE TABLES AND SHEET 25 FOR INFORMATION I
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • • • • • • e • • • �\t l77
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. i �.�`,�pN��?:NN�
• • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE I `:Pad".•'•1.10ENSF•
WING DIMENSIONAL RESTRICTIONS
4.000" 4.000" �
l SHEETS 21-23.HOLES TO BE DRILLED It!THE FIELD FOLIO No.5870E
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURE& FIGURE 6: FIGURE 7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -
• • • ° i GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-S0.WOOD SHALL BE %O••. S ATE /� =•�
• • • o PR 3-T5 AND BEA MI YELLOW SOUTHERN FINE WITH AN SG OF 0A ALUMINUM SHALL BE
• 6063-T5 AND BEAMfNIMUM OF.125'THICK.STEEL STUDS 70 SEA MINIMUM GRADE 33 AND.045" 375• 375• ��`'`S1-'••�OR.....••'G��\`
THICK(18 GAUGE.STRUCTURAL STEEL 70 BEAT LEAST.125'THICK AND A38.ALLANCHORS ► �/,,,70NAL Ea�``�
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X 375 I'X 4°X.375' A.LA�ry M(4ILEF2,P.E.
ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. T•MULLION MULLION FLP.E.#158705
TABLE 8A wn
Mullion Capacity Table Ibs "+ €
Opening Width(foryertImN-sparydng mti'lcns)or Opening Height(forhortzot'ADy-sparWrgmtHncns) C a <
00 In 60In 70 in 801. 90 in 1001n 1201. 140 in 160 n u7 4
R o
Reeting4u lkg9Te na Rectengian 7mWdang. Rbdnngi4lr Tapl9iam.: Rtetmglxr ttap701ang. Reeteng9m 7FdylTnmrl. R4Unngexr Tr4pr01ang. RGfan no TtapRdenO- Rectang�iar lrnµ raa�. rteL7m�g.8a Tratu mma _ m
126"% Lcad� L-dw Loafing tdadng L`o&Q Loafifg Loafing taedn9 Load tB Laaan9 Loafing Loadr>7 Loxdlp Loamtg laaNnO I.camne Loafing &IJ s�
3,188"x LL
a� s a€a s �
Tube Mull � D a �Lo Daa F i' t y.� �` .�,�'g $ y_$.. a >�±'€s �a`� ag e � �•� ��T t
�.265"Alum LO
LO
0 $ 5 fy bbT fi k$ 5 8 p4S 6��@iy 5¢ 1 3 ig3�7 5 8 F € �¢g �¢b.. 0O y
b
drc dd 2 Z�c o � drK � fc 2 > Z W
421. 170.0 620 170.0 AM 170.0 744 170.01 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 R0.0 521 f70.0 1488 170.0 621 170.0 1735 170A 521 ISIA 1769 170.0 521 N ...I N
48 M 170.0 708 170.0 624 170A B50 170.0 664 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 t70.0 1417 f7D.O BED 154.8 150 170.0 630 1327 160117041 080 115.1 IRS 170.0 WO co
80=5 in 170.0 747 170.0 W3 170.0 896 170.0 631 170-0 I= 170.0 684 170.0 1195 170.0 723 111.0 1345 170.0 747 157,0 1463 17" 758 1392 1468 170.0 756 1192 1468 170.0 75E 104.4 1468 f70.0 758 a o
54 in 170.0 797 t70.O 612 170.0 056 170.0 661 170.0 1116 170.0 764 170.0 1273 170.0 803 1611 1370 170.0 937 H&8 1376 170.0 856 122.3 1376 170c 861 104.8 1376 170.0 551 91.7 1370 170.0 MI m � M LLJ
cA
61;n 170A 885 170.D 701 170.0 t0A 17D.0 787 13&B 1158 170.0 B76 139.0 1150 167.4 030- 123.0 1168 IN.8 019 1.12 1158 1W.0 012 9i.7 1758 t4/A 005 7&4 1158 144.8 9D5 69.5 /158 f44.9 905 F W !fl (�
831n 170.0 WO 17" 745 150.1 1051 170.0 &W 137.2 1051 155.9 862 120.1 1051 1420 848 10E.7 I051 1323 $37 9&1 1051 125,7 630 80.1 1051 11&5 522 68.6 1051 110.1 I 821 60.0 1051 119.1 821 U EL
681n 167.1 D67 170.0 789 132.3 957 151.6 WS 119.4 157 134.0 7W 104.4 107 121.6 7r7 928 957 1125,767 83.6 967 105.6 759 69.6 957 100.0 790 69.7 967 68.9'748 52.2 OW 98.9 748 Z J d YCJ
. t 72In 12&7 804 1332 698 107.3 OD4 1152 684 91A 804 101.3 671 WA eO4 91A SW 71.5 804 84.1 650 W,4 8N 78.8 $43 SBA 801 723 633 46A 804 63.9 829 40.2 804 89.5 G28 L�11 2 2 f -� Q
"'1 76 in 109A 722 114.4 630 912 722 972 616 78.2 722 35.3 SM 6&4 722 76.7 696 60.6 722 70.3 Sall 54.7 722 65A- 630 452 'Fa 5&5 570 39.1 722 $6.7 W5 34.2 722 5&2 584 _j 6 Z
Q ID
'.a' TOM 101.2 US 105.6 60D 84.4 685 W.6 583 723 6B5 70.6 5.77 63.3 6W 70S See 562 m5 e44 560 60.6 665 C0.1 553 422 fie5 64.3 5Q 362 Q5 61.4 537 31.8 M 50.7 Ilw e
DpM f1S.9 $75 �A 457 54A 515 57.5 449 47.1 515 50.1 441 51.2 515 44.7 434 36.6 515 40.6 425 33.0 515 37A 422 27.5I 515 3&1 413 T3A 615 305 f67 20.6 Ste �./ 40{ F Q X Z N 2-
061n 54.3 453 FAA AM 45.3 433 47.1 307 36.8 4SJ 41,0 391 33.0 453 36.4 385 302 453 330 379 21.2 453 304 374 22.6 453 28A W 19.4 453 24.3 WO 11.0 453 22.9 356 o- N Co C �
1001n 79.1 358 39.0 323 31.8 358 32.6 718 27.2 358 29.4 313 23.5 358 252 309 212 358 2Z'r 304 19A 368 20.e 300 15.9 358 10.0 293
111 in 35.1 3M 35.8 US 291 338 30.1 301 2&1 338 2&1 297 22D 339 232 2B3 19A 53B 20.0 289 17.6 $38 19.1 286 Q x 120 In 27.8 290 25.3 28/ T72 290 23.8 260 10.9 290 20.6 ?56 17A 2Bo 182 257 16.4 290 ieA 20?. = U toN
Q
144b 76.1 201 16J Ilia d'Lr Z O cn
TABLE 80 ANCHOR CAPACITY ADJUSTMENT FORMULA: {s m d`(j
AnchorCepacity Table jibs) ANCHOR CAP.,",,,,,, a�
6Wsirbte 2.7%011Cide 35l cem. d'o17C4U F91ed CMt1 F"Vood MEW (DP,.,)X� �=ANCHOR CAP.,,a '
MULLION CAP.,, "",
btr Bto vxss ixo 81G Dco u4^SS e1co xw stm atzsteel 91z s1c1 PRODUyCyTg REVISED
AnehorClip Patfams Anna type Y1G Dc0Unrsm va 6ro Uttriron u8r4cm1 s7G Deo1gtr4em v4'EkoUOmton pgOEGtor utm;m AggtGav scswlc;s)screr(cal str6a(09 USE THIS FORMULA TO OBTAIN THE'ANCHOR as Building
the Florida
EOMOstanCef.) P 2-tr 1^ 2-112 3-u3' 1• 2-v7 t^ 2.117 7 3u8 2' 0.48, 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN g d
EmbedneG nx tar4' talb• tsra 7aa• r t•va• 1•vs 14r4• 1•ub^ 1414• 1.1r4• z 1'✓5• Carr ,;its ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No, 17-0630.01
zAncncis�4iG aUA O.C.r S1aram u t35sn tAp O?g 11 �O As 3MIts 4W Ise 1 e;'g9c 16b17M 2r0 ms 2e0us 95t ID9 74DIb3 374 n1s 5s4 ms 946 us xt m9 442 ttb 560>ffi OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0512612021
4Ancna5 @ 7.15.14A 0.1-/St.=(W 011 b)CBp Fg 4 480 9hs 700 im NA 1 NIA 1111 NIA 41A WA IOA M21b9 Best. 1123 Ss CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amma�reu&O.C.1121245A1tgbGk%7(F1g3y 78Dma 7Ate 6so1h ( 7P.817o1 1696105 saDme Swcs i Nu 160I� 7ffiOa s57a>s 19rf4ba tazma e&1� tia90s MULLION.IT WILLYIELDA MINIMUM ANCHOR By •''--
dArcbaS®eA5'Min.O.C.I ULYp.Uno.126-AWED 01g 47 NLA WA WA WA NIA NIA WA NIA WA NIA tyA )VA N/A WA um Its CAPACII Y WHICH MAY BE USED TO QUALIFY Miami-0ad roduet Control
_ 1 Ammrr wip trig 5Y Im ws 106 ms as Ro 445be- lin ms Wms I t40es mms 3701es 187 M. smite 473lb6 troy 2zt es 2�9x ADDITIONAL ANCHOR OPTIONS FROM THE
2Anthnm in I.IG Min.O.CJ FLAP Pgg 6'r 2401D3 =g9 NIA WA INA NIA 1000E t41A WA N7A IUA )iW 341 E)s b42 m9 5EOW ANCHOR CAPACf7Y TABLE-
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGUREI: FIGURE2: TABLENOTES: F^-1250•-) )
• e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION '
o ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. if t 1 t I I 1 1 i i r 1j7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ���aO••....,., �i� i
FIGURE 3: MULLION
ANGLE 3)MULLION AND MUON CLIPS SHOWN ARE NOT TO SCALE 3.
FOR EXACT DIMENSIONS.SEE
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS :.* No.58705
® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 7}
IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOW AND 2W
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL
BE PRESSURE-TREATED YELLOW SOUTHERN PINE VJITH AN SG OF 0.55.ALUMINUM SHALL BE T �'A •.,•/c[ �:
• 0063-TSAND BEA MINIMUM OF.I25'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��1 ORIOP•.•'G�C��
.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL t25'(;��>VF MULLION)
ULLION �S�ONAL�N
O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r7JI1 It i ll t i
010 ANCHORS INTO WOOD MAY BE STEEL.1&8 B.S.OR 410 B.S. A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 9A �gg
Ma81ca Capacity Tablo(Ibalfel
Opening width(farverdesay-spenll'419 m0iions)a panln®Holebt(for hadzonlalY4pannDV nn910M)
EDN 601n 70111 601n 001. 10010 1201n 140M WSW ,qYxt i O
Pecian0dl9r Tln
D
m.
pm.% R tS Whr imWTrbna Rnl.gda, TmPrni y. [4s,:mrgular TrWnfmg. Rodmp W Ti pffema. Raalwgubr TmpfTrwa. ROctawdU Tmpf7114na R-WOd6r Tmp/rrbn0. Redargd r Tmdfdang. S
1,251rS25 loedug twr6fA7 Lmd a La4Cu18 1aa41r.9 tmdng twAbg load5g Lcnd09 LOaSnO (na6n0 I.&O L"MrD Lmd.g LW Q w.in0 Lmdrq L.*a
AluTube F _ _ SLI _ �¢t � F^ Al�
Multtan Y q{`5r •FAR@ $1 6 }$f�]7' U d �� EE !$�' tl #7f d 1gS,y�g�F -gt�D� 7 !S�' 2yp3 tl g Ci 0 g6`Q �Og1�f$Str 111t 9r tl` 04
co L!!
421n 170-01 820 170.0 435 170.0 7" 1T09 478[167
6S8 110.0 509 170.0 992 17MO 518 1704 1118 MD 621 163.3 1118 170.0 521 12T.7 1115 17D.0 521 109.5 1119 170.0 621 9.58 1110 170.0 621 W Q x
48in t70.0 708 170.0 524 179.0 850 R0.0 SM 978 1T0.0 610 146.7 970 17D.0 861 13U 078 170.0 e7T 117.3 078 I70.0 Bm 07.8 978 17M0 60D 63.6 978 170.0 M 73.3 978 170.0 680 J
50.825In 170.0 747 170.0 US 170.0 826 1T0.0 831 B2T 170.0 S4 13" 021 1865 708 ttT2 927 15DA 09 f066 027 IS" 6% 87.2 927 1S63 695 75.4 827 160.3 695 6'0.8 927 1553 695 = N
a x
141, 110.0 787 170.0 612 1E4.5 689 170.0 091 869 163.8 633 t16.9 D89 141,E 860 103.0 869 134.0 660 M7 SM 129LB 651 77.3 fi69 128,a 662 662 US 128A 652 V..9 869 Me 652 � W Q o 1--
60N 1432 740 16M8 B34 11MA 748 1323 820 116 1A.S 608 88S 740 I07.8 50B 70.6 746 101.0 $92 77.6 746 089 C87 60.7 746 033 583 512 748 833 583 4A0 748 93? E83 K O
a DO � W
63+n 123.7 877 132.g STd 103.1 677 if2R 566 9R 100.4 655 77.3 677 DIA 646 882 677 02 539 61.9 677 51.0 634 51.0 977 77.0 520 44.2 677 78.7 629 29,7 977 76.7 529 h U Q
6621f97.86171N.f 939 00.7 917 87.e 519 617 8M3 SM 67.3 811 703 EDO 592 617 72.6 494 513 817 68.7 40 44.8 017 84.4 481 33A 617 63.7 482 =8 417 837 482 U W Z
1251 329 518 87.1 450 S&I 518 74.2 440 5f8 862 432 51.8 516 68.8 d25 A8.1 518 642 419 41.4 618 SD.7 414 24.8 618 48.6 400 29,6 516 460 40 26.9 618 460 405 Z i y�
76 In 70A 465 73.1 408 SW 485 62.8 308 60.3 48S 54.9 300 441 465 49A sig 1 39.2 1 465 45.3 378 062 465 422 57A 20.4 465 30.3 507 25.2 495 30.5 364 1 220 465 26.2
78111 eS2 441 6M0 3B7 643 441 57J 379 4MB 441 ISMS 372 40.0 441 46A 395 382 441 41.6 U13 328 441 3E7 356 212 MI 348 31B 29,9 441 3J.1 34e 20.4 441 327 349
0061 42A 332 43.fl 295 35A 332 37.6 289 30,3 332 323 284 26.5 332 28.8 200 23.8 332 28.1 276 21.2 332 24.1 272 17,7 732 21.3 268 13.2 331 f0.8 262 13.3 $32 16.7 250 la- O < Y
961n 35.0 201 95,8 260
281 201 30.3 2S6 25.0 291 2M4 252 21.9 291 23A 245 IDA 291 21.1 244 17.5 291 195 2A1 14.8 101 17.1 238 12.4 29f 166 232 z Z Q
10391 24.8' R30 25.1 2D8 20.5 R30 21.1 203 17.5 230 18.3 201 45.4 230 112 168 a 1yy1 r
111 b 72At 218 29.1 19T 189 21B IBA 1B4 192 218 1&S 191 10.1 218 14.9 188 (Q N 11 �O o0
n
1201n 179 197 10.2 170 14.9 1B7 18] 1ST X. Y Y
C9 U N a O
Z£03 Co
TABLE 96 An char Ca achy Tahle Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA! V im' Of
Bab41mM: 27t Ccnamla 3Ak Cane. HOEow CtdU Falco CNU P'f Woo4 Me15) ANCHORCAP.,,p,,,..--
( )X( }=ANCHOR CAP
It
1f4•SSEtcas'19'Eca 1/4•f6SE5:a M6wm m2S1ttl /nzsled MUWONCAP•r�a.a PRODUCT REVISED
A1C11orTypc: 37tF IXoUllacOn 114•EbO Ultrmw 3he°Elro tptm4on Ua°Eko Nlmcon (tom (G'-0 USE THIS FORMULA TO OBTAIN THE"ANCHOR as eom i in tnith the Florida
Anchor COP Patterns Nim4an AgpmGulor CVecon AOamOalcr Scmv 9wov/ 6a1ew p y g
Eo9e aalmee On): 1' 2.1/r 1- Y1/r 31/6' 1• 2-ire 1• atre r 3-W r 0AW 0.54• 0.3W CAPACITY REQUIRED"CORRESPONDING TO AN Building e
Embcdmerlt(iak 1;v4• 144• 1-Y4• tau• r I-114' 1.11a• 1-thr 1-1/4• 1-uc 1-114• r fatal law .Ms ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 77-0630.01
2 Arrchm 04.75'Md.O.C.I smn0.1ch'Il CUP(Fig.U 3m lbs 390 an 4507D5 890lb, 16411h5 27016a 200 IS& 3541bs 740 AG 374 lb6 WADS 946U. 341 ib6 "2 IDS Beg IDS OPENING,WHEN IT IS LOWER THAN THE MULLION P�rpirotlon Dat 5126l2D21 1
4 Anchom @ MV MIn.D.C./VarOwd(or055a1)UP(Fig.2k 4851Do T00 ms WA WA WA WA 30D lb. NA NIA NIA WA NA E621Da E851ba 1120 29 CAPACITY(FROM THE TABLE)OF THE SELECTED _
4Ar¢110m®3-[Xm.D.C.1(2)20 Ar&pips I(Mo.3f 70% 7638. ego b4 i560ibo IWSim WOlbs 560lb3 WA 700lb. 748Ias e6g ita 18RIb. 682 lb. 865IDS 1120Es MULLION.IT WILL YIELD A MINIMUM ANCHOR By %-
3Alwtrom@6A4•Mh 0.C.7t/C7,be-tca•Alua lFlp.4k WA WA WA WA WA WA WA WA WA NIA WA WA I WA WA 9"It'. CAPACITY WHICH MAY BE USED TO QUALIFY Mlatnt-LI91111,Product Control
1 A11cMrl F-(221pffa.5k 11U iba 185 tba 27S bS 445 We I IDS REAP1401ha 1771W 3TOIIt 1071b9 332 ma 473 Bs iT0Ia5 221 IbS �016.1 ADDITIONAL ANCHOR OPTIONS FROM THE
2 M.W.@ T's.Ntn.O.G/F-(21p CIO,ek 24D 3a 35010s WA N/A WA WA 190lba WA WA WA NIA WA SO U. 442lbs S801ba ANCHOR CAPACITY TABLE
FIGURE is FIGURE 2: I
TABLE NOTES: 1.26T [-1.250"1 `
f
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATON
• ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1 t 11 t l I[I[
\%. AN LYNN 1�
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" 3250• :%a'� uCENSF 411
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS \
CLIP MUST ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q,� •:��5
No.5=5
BE USED -_
PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW ANDIN GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL -•D(p `
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
FIGURE 4: FIGURE 5: FIGURE 0: 6753-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BE AMINIMUM GRADE 33 AND Q 8 A7E F �j
• -04W THICK(18 GAUGE.STRUCTURAL STEELTO BE AT LEAST.125"THICKAND A3&ALL .100" .100" % ........
• ® #ANCHORS
ANCHORS METAL SHALL EXTEND Y BE STEEL•3 SCREW T 41R70 SS BEYOND THE MATERIAL 1.25"X 325'X.11Xt' 125°X 825•X.100' �. S��NAL EN
It MULLION FOR MULLION FOR lI�t �16
• FIELD-MULLED UNITS FACTORY,MULLED UNITS A.LYNN I/IIILLtR,P.E.
FL P.E.#58705
TABLE 1GA m
Mullion Capacity Table Phalli) yy
Opening Wdth(forveftagyaponniV mtdlons)vr0pening Height(LorttuizoMeOyspenning lnJlions) 9� 1
W h 601. 7017 EO yr. 90 in 100 in n0 in 1401n 1601r. LLO
126 X 326 Reee,galar TIap6Ilmg. Roetanod- T-pTtiang, Redm9td. T1apRdmg. Reehngulm Tmp17daM. RactangldeI h4JlTdmg. Ract"dl, Taplydaig. R¢Cmgulal TnpTd". ww-g* TiapRaano Raetatgid. TupTrizng.
Loading Loadtag Loading Uadnq Laa4fng Lu" L.2.g LOa&n9 LoadoO Lasting Leadhg LoadN4 LoOE g Loadng twding LmdaA ioadln9 LOadi� Sr
x.824
Alum-Tube
oy o` uS` u ri na u u� u o u ua o u ci o`o 0 0' G S o u i2 u u u o u o U
�� t € e g s o yam
�i2- ZEE
421n 170.01 620 170.0 4M 170A 744 17&O 471 170.0 669 110.0 506 170.1 $92 170.0 $19 170.0 ills 170.0 621 170.4 1240 170.0 621 1NA 1468 1J0.0 '1'1 n0.0E 1736 710.0 621 1N.4 19W 170A SZi 2
N J T
(01n 770.4 706 170.0 S24 170.0 850 1 170.0 381 1N,0 491 170.0 WO 170.0 1733 170.0 6fit 770.0 1Z75 170.0 671 1702 tbtt 1 170.0 6W 770.0 1100 170.01 EW 1165.7j W79 170A 680 I/B.5 14/9 170.0 630 of
50.625 In 170-0 747 170.0 563 170.0 836 170.1) e31 170.0 1046 $70.0 684 170.0 JOS 170.0 723 170.D 134E 1710 7d7 170.0 USA 170.0 756 170.0 1793 iT0.0 156 152E 1877 170.0 766 1335 1377 170.0 756 = 2 $ S
541n 170.0 797 INA 912 170.0 966 170.0 $91 170.0 1116 110A T6/ WILD 127E 170.0 603 170.D 1434 170.0 837 n0.0 1394 110.0 656 166.4 INS 170.0 661 134.1 1759 170.0 861 117.3 1763 170.0 861 (� W O (n
60 Fn 110.0 886 170.0 701 /70A 10W n0A 797 110.0 12d0 170.0 610 iTOA t417 I70.0 944 15L1 i611 870.0 996 145.Oj L=11 170.0 W33 120.8 151] 170.0 iCW 103,6 Wft 1T0.0 10W 40.6 1511 170.0 1[63 Tq 1LU
Win 170.0 9W 170.0 745 179.0 1114 1700 $50 V10 UO2 170.0 940 15s6 1370 170.0 1015 1392 1370 t76 125.3E 1370 t6d.0 1032 104.4 1310 U&S 1072 03.5 1370 155.3 1070 78J ]370 155.3 1DN W Z
m 66 In 170.0 974 INA T. 170.0 1789 n0.0 903 155.6 13W 170.0 ICO2 1361 iTdB 168E 1073 121.1 1218 00 tOB9 i 1240 179.0 969 90.9 12dg 130.{ 978 }7,g 1Td8 i29.0 87fi 6g.1 f278 129,0 BI6 Z N
721n 187.8 1049 170.0 078 130.9 104E 1W,2 822 1199 f019 132.1 6/6 104,9 iWO 119.1 SW 992 104E 8 83.911049 1024 838 63.3 1049 94.3 EM 59.9 1049 91.2 620 52.4 1049 91.1 820 w sU
0 26 in 142.7 941 L19.1 922 it89 941 12&B 805 101.9 941 1112 191 692' SO 100.0 177 70.3 W1 66 71.4 941 so
85.E 767 59.E 347 77.6 744 51A 961 74.0 T37 4d.8 94f 793 736 aG =I
v Nin 131D 094 137.6 7W 110.0 894 I1G9 767 94.3 894 102A 7S3 826 am 91.9 740 73.3 694 0 M..0 M4 78.3 721 66.0 SM 70.7 707 47.1 B94 67.0 701 4U 994 66.1 698 Q rc^
S .-
901n 859 671 BOJ 596 71.6 671 7/.9 685 6tA 671 65] 575 53.7 671 5&2 068 47J fill 8 43.D -1 48.8 6S1 359 671 43.1 639 70.7 $T1 39.7 W1 26.9 671 37,9 626 z � Q
861n 70.6 690 72.e E27 E47 WO GIA 613 W.8 t4A 33.4 W9 44.3 690 47.6 SM 292 590 4 35,1 690 396 493 29.E 630 34.7 477 159 $So 31.6 463 221 690 23.0 464 Q X Z 00 t01031a 49.7 466 60.8 421 41A 466 42.0 414 356 456 31.1 403 31.1 406 YL9 402 27.6 466 6 24.9 408 21.1 391 20.7 468 23.5 382 f79 460 212 376 15.5 AGO 19.9 370 fN N11114 45.8 441 40.7 4D0 381 4d1 39.3 393 32.T 441 34.1 3B7 2H.6 441 30.2 SM 26A 4d1 16 Z29 441 2A.9 372 19.1 d4121.E 363 16A 441 19.3 356 14.3 441 n.0 351 � 1nW12D in 36.3 SM 36.3 344 30.2 378 31.0 339 26.9 378 268 334 227 378 a7 329 20.1 3T8 2S 1&1 370 193 321 7&1 370 AT 3M O x
144 in 2t.0 262 211 Z42 17-5 292 117.8 239 16.0 262 fi3 236 V N Q O
aL ZmOsp
TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORCdULA: o h4 9
AnchorCepacity Table fibs)
Sutslreis 27K CDteme 35x COnc. Hcilow G4U Fllleci CtAU PTWa00 Mad p
(D ANCHOR CAP„m,,,•„
)X( )=ANCHOR CAP.,,,
:Jls eco va•ss Eco&IS'Elea v�ss Eco 47e stag at2ste•J m291eet MULLION CAP.,,�,a, PRODUCT REVISED
Anclwt 77pe. 3'IB'Elco utrsm LP Ec0U11-on UDracon 371e Eco 1n190m l74'FJc0U11 Won AggreGdm U&acm Agg20aor Sc1e17"' 1118(CL SCI23111,
Anchor ClIp Potteme USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida
E090 C1Storce pn 1• &11z 1• 1 2-112' 3N9' r 2-v2 I 1• 2-11z z 3.1v z 0.48• 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Budding Code
ErllaancJ n tafa• 7-ae faJa• 1&4• 2' 1-114• 1-114• 1414• 1-v4• 141,r 1-114• 2 1-3'a• 1ya wne6 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No, 17-0630.01
zMcrong 4.7S 74ia G.c.l slamava0ttsa cap(Ftg tk 39D ma sg02s a5o lba D94Mn -W los VOIDS 2601m 3s4ins 7401ts Z741DS SM Its 946Tw 341 IDS 442 ms 60lts OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 5/2 612 0 21
4 Archas @ 1.15•Mh O.0 I Statt'a10[orOr"D CAP ft 2Y 4W IDS 7m 95 WA WA NIA WA aw lbs WA WA ILIA 141A WA 66210s 66503 112D U CAPACITY(FROM THE TABLE)OF THE SELECTED ,i"
4A1stols@3°MIn.O.C.r(4)2s5Ar4,1 CdP2lffi&321 7BO Go 7W ros CADWS 'I=Ibs 1MO. UDba MIDI tuA 760 tDs 743IDS Mft IMM 6621m units 712oms MULLION.IT WILL YIELD A MINIMUM ANCHOR BY �l
3AMit7ag D•6C Mlt O.C.J U-CDp•IMOAW ARM Oil.4) N/A WA 141A WA WA � WA WA NfA WA NIA TUA t NJA WA 95D Os CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da Pro uct Control
tAttrorTP-00p(Ft0.6z ISO am 195W 1"S 44sga e221W 135 to 1404a i mIDs 37OBS 187109 s329s 4731m VOIDS 221 as 2601m ADDITIONAL ANCHOR OPTIONS FROM THE
2Atctnn 1,16'NA G.C1 FLOP g.S7 24D IDS 350 to WA WA NIA WA 190 IDS ILIA WA WA WA WA 341:ns 442Its t7i01D5 ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE 2: TABLE NOTES: 1250" 1.250'
t♦ ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION11
j
® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINGWIDTHS IS ALLOWABLE. \(11111 7 7 4 7tT I
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE :� 'C�......
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 32fi0• 3.250' '•,
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5870E -P
BE USED
IN PAID G SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND A
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL "O
FIGURE A, FIGl3RES FIGURE6: 0
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624° .624' (�;-�✓�
O•• 37' E
60637E AND BE A MINIMUM OF.900°THICK.STEEL STUDS TO BE MINIMUM GRADE 38lUJD -L % .(\'•
® .04W THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126a THICK AND A36.ALL '��St'•:cLOR10P.••'G����
ANC14ORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL 125'X 325•X.624• 1.25•X 3.25•X.624"
• #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR d I7/it[Att..l�v\\ II
. FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN M ILLF,R,P.E.
FL P.E.#58705
TABLE 11A
-Mullion CapoWTable pbsR)
Opening VAdth(lorwdica*spamlingmuTions)orOpening HWRbt(firtmdzwwlfir spwteng nWrmns) 1<gI
sg b Ea'In t9 m ea m g9 m t99 m 12o m 1d0 n tsa m �7
1.25 x394 Rmumdu.1r TWThtg. Retatgdm T1apJrd.q. Rolvng*' Trapl"mg. ,4nnaeg0!m Ttaprrdmig, Rammnpdu ,iapTri.9. Reding" Tnpfrrbn9• RBefagaar Tm ean& Raetengder LapfTdwj- Reeangdar Tmp7TriM,
L-In9 laodta9 L-ft Lud.9 L.&m Laad0lg tnafm9 Loadn9 L.&g Laaduq Laada9 laadllg ln0da9 loaGm9 I08d8:9 Laafmg Laadtnp Loadig
x.8?A •-
E - F
E
Alum.Tube .b• £ �•
N >
'S �, 'S_ S 'E
a s 'S_• 6 % �-. U a ._ ,. a 9 O x
Mullion ..z ag a �a �� a a a �. ,.�, o go a g .6 x a€ s �� 3 se. 's �z $ :� e� a g w
v' u'e 1i � i4 ua u u u u .1 U
s s a �e s. _ a §^ g 6 " ngg ac h x. <6 p z n'
Aa 5 > '6� J. 5 r m 15 1 s �1 0>r`r *'� E''s• $ pu.Q � s 5� a e <`'� �� � � �'� fA � W
8� " a'= Z ar
421n 170.0 GO 170.0 435 IMC 74/ 170.E 478 1711A 80 170.0 506 170.0 S92 170.0 513 170.0 111$ 170.0 921 170.0 I= 170.0 521 17a.0 7d68 iMO 621 170.01 MS 170.0 521 170.0 1983 170D 921 W 0 :a
[/)
40 In rm.0 708 1T0,0 524 170.0 850 VO-O SU 170.0 992 170E 630 1790 1133 i70A 661 170.0 12T5 170.0 977 170.0 1417 170.0 ISO 170.0 17CO 1710 693 170.0`1503 1703 680 170.0 2267 17U 00 K
SO.Q6 U 170.0 747 170.01 60 179.0 098 170.0 631 ITO.0 IC45 170.0 694 1711.0 1195 170.0 723 170.0 INS 17D.0 T47 VOL 1494 1T0.0 756 17g.6 1793 1701 765 170.6 2092 1TOA 756 170.0 2391 170.0 756 =
Win 170,0 T07 ROA 612 170E 956 170.0 691 170.0 1116 170D 7W 1717.0 1276 170.0 B03 110.0 1434 1MO 937 170.0 1694 f70.p 856 170.0 1113 170.0 891 170A 2231 17a0 661 130.2 2403 170.0 �7 LO 11J pa y
m
foln 170.0 086 1705 791 170.0 1063 170.0 73T 170.0 1240 170.0 873 170A 1417 179.0 344 1T0.0 1594 170.0 396 170.0 1771 170.0 1033 170,0 2125 170.0 1063 1483 2163 170.0 105E 129.8 2163 IMO 1063 H i/) m LLI
631n 1TD.0 930 IN.0 745 170.0 1116 170.13 BSD 170.0 1302 178D 91d 170.0 14U $70.0 1016 170D 16T3 17ILD 1078 IMO 11159 170.0 1122 1589 2060 17ILD 1169 1346 2060 110.0 1171 f17.7 2060 1T0,0 11Ti 6 111
m 661n 174.0 9T4 IM-0 789 IMO 1169 172.0 903 170.0 tsSS 170O 1002 170.0 1650 170.0 1066 170.0 1763 170.0 1165 1704 1 1248 -170.0 1210 143.0 19ES IMO t27,6 122-6 1556 179.0 1256 107.2,1165 VOLD 1266 Z z to >. _
j 721n 170.6 1063 170.0 on 170.0 1275 170.0 100E 170,0 1466 170.0 1126 170.0 171M 1TO.0 U29 154.1 1T34 170.0 1315 138.7 1734 1688 1386 tIsA /734 165.2 1364 99.1 1734 150A 1352 867 1774 1502 1352 w J Y to
76 in ime 1122 1TOA VT 170.0 1346 170.0 1080 168.5 1S58 170.0 1209 UTA 1660 HS2 12SS 13L1 1556 15L5 1266 1179 1556 U1.7 1251 991 1656 128.3 1223 842 1556 1223 1219 717 16SS 1212 1216 _ 5 U rcZ
3 731n 170.E 1151 170.0 96T 179.9 1391 170.0 1116 155.9 1477 1503 124E 136A 1477 152.0 1224 121.2 1477 1391 1206 109.1 14T7 129.5 1191 M. 1477 1163 116E 773 1477 110.8 11M 882 1477 1093 1164 = d, r f•
g
90 in 1420 11tD 1465 %6 113A 1110 123E 069 10.6 1110 177E 9S1 8-8 1110 963 S36 1" 1110 07.5 022 71.0 1110 80.7 9f0 592 1110 T19 891 60.7 111E 55.6. 878 44A 1110 6Z7 UO z Z Q
99in 117.a 9T5 120.3 672 91.5 975 1015 056 67.9 9T6 88.3 B42 73.2 976 79.6 82g 9U 975 712 817 SLS 975 65A 907 4U 975 57A 789 413 475 523 176 36.6 975 4a.3 767 Q X z
cq
108In 822 7T1 Bd,O 696 68,fi 771 79.7 685 S8J 7T1 61.3 6T4 61.4 771 64.3 �6.3
p
771 43D 655 41.1 771 41.E ��1143'11
T71 3a9 632 19A 7.. 3S0 621 25.7 T71 32A 612 2 y a$ fit? O
O7 w a o
1111n 75.7 730 773 661 67.1 '130 85.0 6fi0 64.1 730 56.3 WO 47.3 736 49.E 79045.0 622 37.8 T30 41.1 T30 355 600 27.0 730 31.E fi89 23.7 T7D 29.5 58t1201n 599 62S 6fA 589 499 624 512 560 -02.8 S24 d13 S62 37.5 824 392 824 353' 637 30.0 624 32.2 624 27.7 619 21.4 624 24b 509 19.T 626 225 601 ® ?( !n14411 UI 4M 35.1 AM 28.9 433 29A 395 24.8 AM 25A 390 21.7 433 2d 3" Sr 20.0 381 17.3 433 182 = V N Q
a aer Z ai ccn
TABLE 118 ANCHOR CAPACITY AD.1USTb1EIN7FDRMULA: m
AnchorCapeclry Table pbe) _ cOi 9 'm
ANCHOR CAP.a„ __ c A
S0W0'4 2:'kcomme 85kcw. He1OWCMU FObdCmLI PTIVOW Mete] (DF',�)X 1 ANCHORCAP.o,
57C Eico Vr SS 9C05f8'F3c0 1/4'SSEJC0 r71061ed V12Stod 4125WM MULLION CAP, ,,,,,,/ PRODUCT REVISED
AnehOrClp Pattefn9 ems'EIcO wlson 1r4•Routt2ca7 3.16'E ICo U9ra:m yr E1eouDmmn l� ( USE THIS FORMULA TO OBTAIN THE'ANCHOR p Y7 9 with the Florida
U3racm PggcGgor U7Mo1 A®reCaar 9c2a(CS)ScteK 8[rPY C+S as eofn Icon
EDP QMlarce Ony r 2-VZ r• 2-4r2' $41w I. 2-V7 r 2.17 T. 3•i/8• 21 01w• 0.5-0• 0.024• CAPACITY REQUIRED"CORRESPONDINGTOAN Building d0
Emt+.anen 0n) t-74' 1awr ts74" 1.3w 2" t-w 1-ur 14I4• 1414' 1-tt4• 141r r 1.3s. i4Y6• vs!es ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Na 17-0630.01
zMCM9®67s'Will O.C.IStziWOorOsetCDP Oft U 3WIbS 390ms 4DIC9 F9DI0s 16"MS 270ms 280IM 354Ios 7401W 374Ies I sWFm P46RS 311tta 44210E WOM. OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration Onto05/26/2024
4 Amnon 01.1Y Mot O.0/Stma"d(w OMW)Cep(fig.2y Am= 7m 2A WA YJA NIA NIA $801W NIA WA WA WA WA 6821bs 805 P. 112D 0.b CAPACITY(FROM THE TABLE)OF THE SELECTID
4A,10,a T im.O.C.I C2)215A7gleC"J(H9.4 780 M5 760 tW M3 an 15M IW IMS x9 6401S 5M IM NIA 7501W 745 me e6o lns 10029s m21os 665 us 1120IW MULLION.ITWILL YIELD A MINIMUM ANCHOR By
d An011ms 43094"NOLO.C./U11U Into.1.00'Afum.(F,9.4) WA WA N/A Nth NIA WA IL'A WA WA NIA -A WA WA WA 12671W CAPACITY WHICH MAY BE USED TO QUALIFY MIO 02 Product Conro
1MMIJ FCIP(R94 195 Da IvIlla 226lb. 445In E. MIIIS W26 1771ES 27DIW 137 tS 332 Uts 4731. 17MM 2M 280 Os ADDITIONAL ANCHOR OPTIONS FROM THE
2Anns7a 0 I.19'PIN O.CJ F-MO 62 240W 350®s NIA IxA NfA N/A 190na IVh WA NIA N'A WA Wtms 4428s 560 Rs ANCHOR CAPACITY TABLE.
1260'
FIGURE 1: FIGURE2• TABLE NOTES:
® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
® - ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3: 3.94 `�,�,�pNY
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE :- 1,10EN,SF•.,t'�
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q•;• t�
® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1*•: NO 68705
IN FAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL Y` •�`
FIGURE 4: FIGURE 5: FIGURE 6:
OE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN$O OF 0.55.ALUMINUM SHALL BE �4. �0�=.• SSS777ATE •(V��
6063-T5 AND BEA MINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GPADE33AND p
® .045-THICK(1B GAUGE}STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALLi�CC31 �ORLOP.•'G\?��
® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIALAAJSzOIVAL
. #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR410 S,S. 1.25'X 3.94•X.624' A,iMbIN fWN {2,P.E.
MULLION FL P.E.#56705
TABLE12A
Mullion Ca ac TablD bs/ie • �$ R
Opening Width Forvetticelti-spantirlg muMons)or Opening Hoight(for bollm"4,spareing eldlons) �
50 in 60Inn 701n 80 in So In 1001n 120 of 1401n 16013 a
ReatalpJtr 7itWT-0. F-kng01e' Trap,7A.9. �0f•1A+lar TWTi - Rednngl4u Tr4p(Tr:Orry. Reclalgpler 7JANTden9• ite0tong14sr Tr�dnW19. RecL4nD01r TrWTtlbng, Recbsr;Ddar 7remlTdvl¢ Rectan901er Tmrtrian& WWI O
2%4X25 L--" L.,arg wdnq L.-s"a L.�dIt9 L-ft Lsedn9 Lcedfg 1 5n9 1>mdnfl Loedfy L.oa4eL9 La- 18 L0adf19 Laadng J-eOdmd L4aSn9 � 0 0 z
Alum.Tube
p F r F r_ 2r �•_ F ? ,' ? F•
Mullion s $ �' as J�
s a9 3tr a� s� S a4 5 F tr1 5 $v 6 Sv 17 3a 3� �a N
g g
¢ � d` � ao 4 a � rc E a� $$ s �. `drc 3� � dd � drc z �0 Li.t
Z w
42b 170.0 f�20 tT0.0 435 570.0 744 170.9 475 770.0 Sao 170A SO6 17;S Iwo 519 179.0 5tt6 tiD.O 5'21 iW.O 1240 t70.0 521 570,0 1486 1T0.9 521 1;0.0 ti35 t70.9 521 170.0 18N 1T9.D 521 � Q _
46In 170.0 708 170,0 524 V0.0 2 0 1700 664 17DA 994 17CA 630 170.0 1133 17a.0 661 170.0 1275 I70.0 677 1T09 1417 110.0 680 '170,0 1700 170.0 680 170.0 /983 1704 660 170.0 2267 170.0 680
J
50.6257n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1045 170.A 654 170.0 1195 170.0 723 170.0 1346 I"A 747 IM.0 1494 t70.0 756 170.0 1783 17P.0 758 170.0 2092 f70.0 756 170.0 2391 170.0 75B m
�-o' S
641n 170.0 73) t70.0 612 170.0 986 170.0 6af t70.0 1116 170.0 754 77A0 1275 170.0 B03 170.0 1434 170.0 837 170.D fa94 170.0 356 170.0 1913 170.0 Wl 170.0 2231 f70.D 861 170.0 25% 7?0.0 081 fA W O o F-
601n T70A 88.9 f70.0 701 170.0 1063 170.0 797 17AO 1240 170.0 87a 170.0 1417 170.0 9" 170.D lS94 170.0 9S6 170,0 1711 JMQ 1033 17D.D 2/25 170.0 fAi1 170A 2479 17A0 1063 IW..a 2580 170.0 1063
(•7 W
Win 170.a 930 1al) 745 17DAf 111$ 170.0 BSO 170.0 =12 170.0 940 t7f1A 148T 170.9 1915 170.0 1613 170A 1078 170.D 1859 17A0 1122 f70.0 2231 170.0 JICA W&7 2553 17QO 1171 145.9 2•53 IMP 1171 ~
Gc Q
f M 170.0 974 170.0 789 170.0 /169 170A San 170.0 1284 170.8 1002 170.0 1656 170.0 YW6 170.D 1753 170.0 1155 170.0 1548 1769 1210 170.0 2338 170:0 12T8 1519 2437 170.0 1286 112.9 24a7 170.0 1280 U
T21n 170A 1063 170.0 078 170.0 1275 170.0 1000 170.0 1488 170.0 1128 170.0. 1700 110A Y228 170.0 1913 iJ0.0 1315 170,0 2125 17a,0 1Ja7 145.8+2184 170.0 1458 1293 2184 170,0 1528 708.2 2184 170.0 1530 W U $ U
T6ln tta.a 1122 170.0 B37 1TOA 1348 t70.0 teso 170.0 1570 170A 1209 170.0 1794 t70.0 I= Iml WA 170.0 1421 148.E 1960 VIA 15M't21b 1960 ietA 1543 106-1 IWO 164,0 16W 92.9 1960 152.7 IS31 � � V Z
$ 7dm 170.0 itSi 170.0 £1'il 170.0 1381 t70.0 1ifS 179.D i6ti f70.0 125a 170.0 1842 W
"-
1149.1 1527 11161 7T0.0 1474 137.{ f(Dit t63.1 i5C0 114.5 f86f 14t,3 14T3 9B2 t86f t39.8 t469 85,9 iB5t 13T.6 1(id j U r n
J
90N 170.0 1328 170.0 1144 1398 1540 1218 t77.6 1398 iJ0.0 1168 tlt.0 t798 BBA 1393 1102 1162 WS 1396 101.0 1147 74A 1388 69,8 1122 63.0 1393 627110565_013987a9 10962981n 141-4 1729 151.5 ID95 JVS 1229 127.6 1079 1053 1229 111.2 1061 82 1279 81.9 1229 89.13 1029 73.7 1229 S24 1010 61.4 1220 722 Mi M.7 1729 65.9 9T7 46.1 1229 62.1 Bel F ;�y4q9Z
108 tt 101.5 071 1a5.8 877 66.3 871 89,0 882 74.0 971 ]7.2 849 CN,7 B71 67.5 971 61A 825 SLe W1 56.5 816 43.1 971 49A 796 37.0 971 44.0 782 324 $71 40.8 771 fi U u) oO aO
n
11f'A 85.4 819 E1.3 612 70.5 919 $1$ 619 e8.1 919 70.9 606 59. 918 W.A 794 $3.0 919 mi 784 47J 8t9 SiA 774 30.7 818 44,0 750 S4.1 918 402 742 28.6 810 37.1 732 U.) x
12oN 75S 786 70.8 718 62B 786 64.5 705 53.8 788 55.6 69S 472 756 49A 686 41.9 786 44.4 877 37.7 7L'6 40.5 6� 315 788 349 657 27.0 786 3L0 841 23.6 789 28A W1 69
ti F
1q4 b+ 43.7 546 442 504 J84 S46 97A /68 3t.2 548 31-9 481 27.3 SW 282 485 2/.3 S4fi 25.3 479 2f.B 546 229 474 182 548 19.5 464 15S 546 172 465 13.7 646 158 448 2 U x 4;
Q ,N
TABLE12B ANCHOR CAPACITYADJUSTMENTFORMULA: a m a
AnchorCepacify Table(1D4) ANCHOR CAP.,,,,,„„ o-0
f9tbsl2le 27k I3410tE1e 351:Ct%K. HdlOa CJitJ FdkOC2441 PTiNmO fAel• (DP)X( )=ANCHOR CAP.- U r $
N-RA
v4'8519r0 b'1661900 T/4"ss6ro 0.1D51e5 zlzsmaszss4M RMULATPOBTAAnchor CDp Pattern¢ M1tichaf Type' 3•fC 6TDmumaon v4•Elcouatx7n St6'F1Latnla:on vi'ElsoblLzeDn AS9� UILMM A99D4s31Dr St"(M Scnmr5) S1aar(vs USE THISFORtdULA TO OBTAIN THEANCHOR PRODUCT REVISED
2•tIZ' 1^ 2-vz' Z' 2 C e C5s D.324• CAPACITY REQUIRED•CORRESPONDING TO AN as comP1Y1n9 with the fl0rida
4• 1&4' :. 7•va 7•vr 1•v4' t-v4' torb* 2• 1JW tS/e• v0mn ACTUAL PRESSUREREOUIREMENTFORTHE RDSolA-NgCodo2Aner4if4®4.75 t.tin o.c./slmdan Dro9set Ch t& 3B0 ms s901ro 4.5o Ms 890 Ms z7o 77s 2m 1os 3Sf 1n 7•fo ft a74 n% 6B4 Bn 916Ibs 341 MI 442»x t60 rts OPENING,WHEN IT IS LOWER THAN THE MULLIONNOq-No. 1T•0530.01
GGg 7rchonJ02.88">45jO.G1 StP41to la aw)aI,T437 74005 7401tA• 8301D1 1J85M3 N/A 6FD IOs I NIA f]511m NIA 850 Q>9 WA 562 M4 6f151ta112d8s CAPACITY THE TABLE)OF MINIMUTHESELECTED ExPiratlon Date 05/26/2021
ban[hn Q1.7P MItl a4r9fat0.t;0(tt f3l0et)co�19.4T. 6551D5 D50 75810s 19461a5 WA 705ins NIA 7981116 NIA WA IOA f02211n 139Ms 16801� MULL10N.fiWfLL Y{ELDAMIN1MLIt7 ANCHOR1212[5AnpleCi(pS/¢Ia SY 787 tbs I as 684f0.• 1560 MS dAID; r 6$J B1s !'A 750IL¢ 748 Ma smcD f63T1. ffi2Ms 885Nts 1123 Ws CAPACITY WHICHMAY BE USED TO QUALIFY B2tSbC5ifl61 1170M 1170ffi ]920M! 234a MI OW az Its 11fA 1t400;g 1f220r 1,.'Sf LSS 28g19s tK-2' Its 1327OB 16W 8s ADDITIONAL ANCHOR OPTIONS FP.Ohi THE Miatn a P[odn¢1 CnnVoi
JAtOtnts�1.31'L1v1,O.4/UC9A IMP.fa5•N M(F..71: ful WA N7A Nn 1✓A NIA 14A NIA NA NIA WA MA H7h ivA tore ANCHOR CAPACITYTABLE.
6Att:tnlJ 7dy0.Wlk1.O.C.IOClO,NM.726'AN41.¢&.e`> WA WA NN WA NW NIA WA NIA WA NLA WA WA NIA WA Zf Ms
2 Atrron®266'hOn LO.CJF�9p¢lg fF Bra 1 370 Me MSMs
L 48B I10D NN/IAA 44W0A1D 9 WNfAA 8t4t1 8M115 442MS 5601tb
b 41NA NA 35g WA
3AMraS Qt 443 to 625Ms 8400¢
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24-
FIGURE II FIGURE2• FIGURE 3: FIGURE 4: 2000-
• • m • • • • TABLE NOTES:
1111t
• 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR �� tiY LYNA! ",,
• • • • • GENERAL INSTALLATION METHODS. � J.D.•••'••....4 '
FIGURES: FIGURES: 2)UNEARINTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS ISALLOWABLE. \' ytCEN$F'•.C��
e • e • .Z50" 4'O00" \ No.58705
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE•FOR EXACT DIMENSIONS,SEE SHEETS 21.23,HOLESTO BE DRILLED IN
.• • • • THE FIELD
FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23•FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCAT v
'O ST TEO I :•�`
FIGURE 71 FIGURES: FIGURES: FIGURE iC: ANGLE CLIP
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT 'i�t<'••;pLOR1DA••;•����
• •• m (FIGURES 5&0) (CMU)JiHAL-CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PJNE WITH AN SG OF 0.55.
e MUST BEUSFD ALU�WNUMSHALLBE6063•TSANDBEAMJNlMUM OF.125"THICK STEEL STUDS TOBEA MINIMUM GRADE 33AND.045"THICK(18 2•X4"X2YMULLION ,N NAB
• IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ANCHORS INTO METALSHALL DaENO AT LEAST 3 SCREW r I 1
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD-MAYBE STEEL,18-8 S.S.OR 410 S.& A.FL R #687,P.E.
FL P.E.#58705
TABLE 13A
Mullion CupaoV Table
Opening Width(forvartcaOy-SParr1rg muleons)or Opening Holght(forhwBnrnM*sparrim_mtlfblls) -
C
Sete 60 N 7D in EON so In 100 N 17.11 In 1401n 1001n gg
I %r4;dar T)apTTnarlg. Rectangular Trap,7riang, Rectangular Twndau. Rsalsnenlar I TraplTAaM. RacIa uLdar Tmp1Tn•1g.Mciarmiz, T14rwz4 Reefangaa Tre".q. RectargT/ar TmpTdane R-isrRvlsr Tmpfrdsna. ^ O
2A6Y25 laedre Leacl g Lmdrg Loaft (eating Locdry Lmd7it LoacIn0 Loadi� Leadtlp Lmdn9 L ag Lnads,g Loafing Leadne LeadnO Lcadng Im1811p c
Aium7ube Tial
�• ea� aaas � ,a assas ellion m o S". G d m^ a 6Ln
a a a a.. a., te. •c
c3 v [i t3 �i o c� c3 Ncri
S55tip s � = s�a sa �� �� arc z� z sa �� �� x �� x' �e x� a x �� �e(�m xa xo Zr
421n 170.0 6m 170.0 435 170.01 744 170.0 478 170.0 6W Vol) SM 170.0 W2 170.11 Sig 170.0 171E 17I)e 521 170.0 1245 170.0 521 170.0 146E 179.0 52i 1T0,9 1735 170D 521 17a.0 19W 77C.6 621 w O =
48In Van 70B 170.0 $24 170.6 850 1170.11, 584 170,9 SMM 17aa 630 170.0 1133 '170.027 70.0 651 170.0 15 170.0 677 170.0 1417 IXI) E8 6S0 0 110.0 1700 170.0 170.0 1883 1 170.0 660 170.0 2287 170.0 680 'Jt 1A
=6251. 170.0 747 U0.6 563 170.0 MB 170.D 631 170D 1D46 170.1E 1914 1R7.0 1195 17D.0'723 170.0 1345 17a0 747 170.0 I4SA 170.0 756 17DM Me 170.0 Tab 170,0'2082 170.0I 755 170.0 23Bf Vile 758
641. 174Xa 707 170.0 612 17111 H56 170.0 6St 170.0 Me 170.0 754 170.0 1275 170.0 ties 170.0 14U 1740 1 837 170.0 ISW 170.0 85E 170.0 1913 170.9 fill MA 2231 Vat)1 861 1170.0 25M 170.0 8 11 (7 W O D (q
60N 170.0 NS 1T0.0 701 170.0 1083 1-10.0 797 170A 1240 170,0 878 t70.0 1417 170.0 1 044 170.0 1594 17"1 age 170,0 iTM 170.0 1033 170.0 2125 170.0 1083 171).() 2479 170.0 1063 170.0 26M 170.1) 1083 -i to
63N 170.0 930 Vat) 745 170.11 1116 170.0 E50 170.0 13D2 170.0 W 173,1) 146E 17111 1015 170.0 1673 1 MAI 10711 IM.0 185E 17D.0 1122 17MD 2231 1713.0 1160 170.0 lain 170.0 1171 170.0 m75 170.0 1171 @ g Z
65 N 170.1) S70 170.0 789 170.0 1169 170.0 903 170.0 IW4 170.0 ICO2 170.0 1558 170.0 IMS 170.0 1763 170.0 11S5 17D,0 194E 17D.0 1210 170.0 233E 17o.e 1275 iiatt 2w 17D.0 1288 170.0 3117 170.0 12M8 Z Z m =
S 72 in 170.4 i083, 170.0 878 170.0I 7275 17a.0 100E 17a0 148E 170.0 1129 170.0 170D 170.0 1228 170.0 1913 d17
1315 170.0 2126 170.0 1387 170.0 2550 170.0 1488 t70.0 2975 170.0 1529 170.0 34DD 17D.0 IWO iu � O b $ .tV
O
760E 17" tl2z 170.0 IW 17a0 134E Vall t�D no.o 1s7a 170.0 t209 tro.o 1784 17ao t722 170.0 2D19 1421 170.0 2243 17MC 1505 t7ati 2592 17aO tam 170.0 314a 17ao 1694 nao 3589 I= f705 3 _j 0.5 A z
E 781n 170.0 11511170.0 fi57 170.0 1337 170.0 1116 170,0 191E 170.0 1250 170.0 1812 170.0 1369 I70.0 2072 7d74 170.0 23D2 170.0 1564 170A 2765 170.0�1700 170-0 3713 170D 7777 f70D 3863 170.9 t786 7 S
F J
807n 170A 7325 170A 1144 170.0 159E 170.0 132E 170.0 1869 170.0 1498 170.0 2125 170.0 16R 17.0 239E 1783 170A 265E 170.0 1916 i70A 378E 170A 2125 156.0 3413 17oD 2773 1385 3413 179.0 2361 Z 2 J
7 N
9EN 170.0 1417 V0.0 1232 170.0 170o 170.0 1434 17a0 1963 170.9 1622 170.0 -7 17a0 17Bi 170.0 2550 1952 179.0 2B77 17a0 i
16a0 9199 170,0 2339 137.1 319E 169.6 7470 120.0 3199 MI 2428 F- �uZ �9cD
108 in f70.0 i594 170D td09 170.0 1913 1T0.0 16d7 170.0 223E 770A 1870 170.0 2550 170.0 207E 181.E 278E 227E 148.3 27af 181.0 123.E 27at 140.4 2m1 105,9 2787 125.E 2234 92.7 276E 116,0 2190 N ❑111 N 1700 163E 170.0 1454 170.0 186E iTOA 17D0 170.0 2299 t70A 1872 170.0 262E 170.0 Ztds 151.E 2632 2145 138A 2672 f464 N7.8 2832 128.4 2108 97.8 2632 315.1 2128 65.4 2332 108.3 20*0 N x Y
12N 17a0 1771 170.0 158E 170D 2125 170.0 taW 154/ 2252 159D 198E 1351 2552 W1.1 't t2D.1 225E 1272 193E 10&1 2252 '18.1 IBIS Sal 2252 88.E 1tfT2 772 7252 811A 183E 67.E 2252 61.4 t808 U x Q
1441n 125.E 1564 1m.6 1445 104.3(1584 f66,1 1425 69A 158E 015 1407 782 WA 080.7 1380 6a5 1664 723 137E R2.8 1554 E5.7 135E 821 158t 58.0)1330 H.7 1664 492 1305 39.E 158E M.4 1293 O a 2 N Z N
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: �.9 a
Anchor Ca e' Table fibs) € :m�
ss tw.. 27XC-rshs 3.5tCena. Hona9cmu fl8adCWU PT Wood Mew (DP_)X(ANCHOR�•^- ANCHOR CAP_ �
5'16'Eks 714'MS Eke 578'Elco 114'SS El.. 910 steel 5t25leal f112 81ea1 MULLION DAP.,®n,,,
Anchor Typs 3176•FSco Ulhaaan trb•Elw unmam, W164 Elco Ub%cn 1/d'Ekc Lltmca, PRODUCT REVISED
AnchorCB Pattem9 I.D.. AB0re0a1m Ullm:m A00reGabr srw(G,5)ScsWP5) 6m (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR as eons 1yln with the Florida
P Edt¢mma(mt r�78.0
I. 2-t2' .1 t' 2-1w 1• 2-Err 2' 3.118' 2• DAW8 cAw 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Building Ue
Embedasnt on): 1a14I-w fa/4' 7 1-t14' 1.114• M714' 1.114' 1-1/41 1-1W r Iam 1a/8' idea ACTUAL PRESSURE REQUIREMENT FOR THE NOA-N0, 17-0630.01
2Anehcm,�4.76'MN.O.C.I Bmndenl Oraet CIO(Fg.1112): 3901h450Os EGO Its 1644 On 2201be 2a0lbs 354 On 7401bs 374IN 654lbs 9452. 341 the 44211ss 500tbe OPENING,WHEN rr IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Ancncm Q4.WWm O.C.I Standad for 0I6e1)DO To.3): 7600, 9ODW 1790Ibs 3M2[ad 540 On 56D ma 708tba 1480Iba 746Ibs 1272 an I=ma 882 are w5On Itm lb• CAPACITY(FROM THE TABLE)OF THE SELECTED
aAmct G1.7VMhO.CISIandald(mGffiet)cloQFe,4) 11809s 14DDIbs r IDIDIto 2595Ihs NIA WA 046Its I NIA least. WA NIA WA 13631ba 17MIn. 22401ba MULLION.IT WILL YIELD A MINIMUM ANCHOR ey
4AN-tlpm)33•Mp o.G 112)2s5Angle CFPe/(F.g.S)< Me ft 780 Ina ? me me 1560 ms 1e05Ibs 540Iei 580 ws t4L1 760 ms 7481Ls as11M sasziln 8821hs 8851� 11m1ps CAPACITY WHICH MAYBE USED 70 QUALIFY Miami Ode uet ntrol
IsAnthem®TIrw O-M 1(2)2e5 Angle Cape/ffW.ek 1560Inn 1560Itz 1 1360Ibs 312D me 3mun lom1bs t+2o ms wA 15m ma 14M me 1760lee sr ,b. 1353 the 1770Ibs 2240Ib4 ADDITIONAL ANCHOR OPTIONS FROM THE
12Archma®f5'Mn D.C.1(2)MArple Caps l fF>0.7): 16Mft 21001be 144GM 3Mr. WA NA 13m ms WA t50D lDs � WA WA WA 20451ba 2654 Ibb 3360 Ibs ANCHOR CAPACITY TABLE
4 Andras 01.94:M.0.4111L1ip Into Amm.(Fig.8): NIA WA WA WA WA WA NA WA WA WA WA WA WA WA 1430 Ibe
8 Arsh-C D. 'MM.O.C.I IWAp,lnls AW Aiom,010.% WA NIA WA NA WA WA WA N/A i WA WA WA WA WA N7A 28811ba 1--2000'--1
2 Ancta C 4.08'W.O.Cl F-Clo(Rg.10): 950 5FG 450 0.a m Os 16162. 270 ms 28016a 9541be 74o lss 374 Im 116Iba 94E J1s '34f Wa 442lbs M 11.
4 Anehma®1.11'p6n.O.CI F-O.'P(Fg.11): 590In. 700 La 5DS Ibs 12S810e ?uA WA 670 Ne WA 633Ib4 I WA WA WA 1 682 Des I E851b5 11m 11
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES:
FIGURE t: FIGURE 2_ FIGURE 3: FIGURE A: FIGURES: FIGURES:FIGURE tO: FIG 11RE 71: 1 SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • • ° • • o • ° • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `\0111NY LYitJA7
EA /li.�
2)LINEAR INTERPOLATION BETWEEN MULLLENGTHS AND/Oft OPENING MOTHS IS ALLOWABLE. \�"ao 1,10EN6P.'I,/ v
• • • Q
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS ••,9
° ° • ° ° ' • ° 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No.58705
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPRO)aMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :�,q�'-., SATE (v`
5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' %� :;°00RIDP. •\��
MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO i�Ss •" r1G���
• • • • • • • • UEFA IN BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENID AT LEAST 3 SCREW / Y
PAIRS. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-S S.S.OR 410 SS. 2'X 6'X 20 A tN(4)N4�Q�jb&Ft',tP.E.
MULLION FL P.E.#58705
TABLE 14A h
MuNon Capacity Table IbsRt1ti§ i
Opening Width(for tsrfffc*-sparrjru mulians)orOpe7ina Height(fcrtKAwr4a*,spH7x9ng mziom)
rain 60 in 701n ➢0 In 90)n tmle 120 in 14D 1. 160 in LLO
Reatagataz TrapTbag. Rectazp�,Aar Tr4,yrriara Reetay0ra Trap'ttfarlg. Redmaul r TmpRbaea RMLIM01m TrarfTcaro, R4Ctltyar07 Tr4amwp. R
1.26" Laa61r41 Lo�Nt9 Lamm Lbadmp Load) eataffm Zia.dirQ Reetarqu6r Tr[-.aMq ReOtmOufar Trtiad ng, F.;
ro Loafine Loeaing Lasiro Iobi^o lnadrq LaaQ 2 L rg ldade@ LnadW Lozd laa9rg Los�trg Lnadg
xd25"Alum T11.
o
Tube Mullq� � , ��' � �� tS t7�' � �� � L4'� �� iJ� 8 t3 3` c7 �, g b�, � � � � ��3ffi � � & a�a� 'aaY' � 1F ' d�a� �c�" d�� f� Via" a�� � & a� _'_� � � � �2 z �� W
42 in 144.21 5M 167A 428 12&2 W 149 419 103.0 52B 1 1388 1 414 90.1 MS 134.8 411 M1 Ue 134.1 411 721 526 134.1 411 6&1 526 134.1 411 $1.8 526 134.1 411 4&1 50 1341 411 y Q
46In 9&6 403 108.0 333 80.5 4M 04.7 379 69.0 4M 30.4 Me 604 403 el.4 317 53.7 403 16.1 $15 4&3 403 78.6 314 40.3 4M 78.6 314 34,5 4D3 7e,0 314 40.2 403 7116 314 a16. -
So.6251n 823 W2 9t0 3Df 6&e 301 79.3 1 294 Sa8 362 71S 27.9 51.6 36Z, 6X2 2e6 457 362 6:6 284 412 362 1 6&6 283 34.3 362 63.5 283 29.4 352 835 M 26.7 SM 615 283 E
541n 67.8 318 74.1 257 665 31e 1 64.2 251 4&6 316 57,7 256 424 318 1 a16 253 37.1 318 60.8 256 a"9,-9 313 486 249 2&3 3ia 4&1 248 242 316 4&1 248 212 318 49.1 Z48 a U11 CD i
O
601n 48.5 263 511 Sig 41.2 258 4&7 214 35.3 258 40.7 21a AB 2EB 37,2 2L7 27.5 2W 34.9 204 247 256 33.4 203 Me 258 3Z2 201 17.7 25e 3Z2 201 15.5 256 3Z2, 2D7 f-- (n w 1
_ 63 L+ 427 234 45.6 2Co 15.8 3A 39.t 1A5 3as 234 34.7 192 2&7 234 31.6 1e9 217 234 29.4 US 21.4 234 2&0 194 t7.6 234 2&6 183 15.3 234 2&5 183 13.4 234 MSI 183 (�.) z
656;. 372 213 38.4 783 31.0 213 33.7 779 2&5 273 29,H VS 24.2 213 27,0 t73 2&B 213- 251 770 18.8 213 217 169 iS5 213 ZZ2 t67 13.3 213 Z20 168 1M1A 213 220 IN 2 (�e = i
721n 28.8 179 3D.1 166 239 179 2" 152 20..4 178 275 149 "..a 179 20.3 147 159 178 7&7 145 � �
La
a � � z
761n 24.3 161 2&4 140 20,3 16M1 21.8 137 17.4 161 19.0 135 15.2 161 17.0 133
78In 225 152 2&6 133 1&8 152 1" 131 1&1 162 174 128 m ¢
TABLE 148 r
Z ¢ m rn I
ANCHOR CAPACITY ADJUSTMENT FORMULA: ti z • z
Anchor Capaeby Tabb a ANCHOR CAP,,,„,,,,, O {-. X m m co j
9taltlate 2,7 0-4e 3.5KCom. mom.cmu F50CMU PTWOcd Mda (DR-)X( )=ANCHOR CAP.„„ a -'0 mo
MULLION CAP,,,",,,,,, r
Arcna7yle 3't6•Exo Utrdtm V4'F1coWita:m 5116•Eto 3r16•EtaUftmn 114•Ek0UL•3ca, VSSSE1t0 5116•Elco VC SS Eke N10SIed m2Stea1 ♦12Sts1 W
AnehorCGp Patlama tm-. AV.e=v LAtIMm A95rrG S-(G5)Sc-
pti) SPeu P5) USE THIS FORMULA TO OBTAIN THE'ANCHOR N UJ N i
Edge Dsimee(m2 v 2-1rr r 2.1w 3-ur 1• 2trr r atrr 2• 3-ve• 2 F4 asr 0s24• CAPACITY REQUIRED'CORRESPONDING TO AN 0 m y 1
EmD UA(ok 1;v4• 1Sar 1�9 lara• 2 i-w• 1-v4• 1-ur- 1-v4^ 1-v4• 1•va• 2 f-s/e• fsre• m1e& ACTUAL PRESSURE REQUIREMENT FOR THE U a 2
4 Arcmo®3a5a oc.)tz;zcs to c9»r(FW.1j 7e0 im 7Hf an G01te vw ros tmsm a40 ms �Dms ,wA 7[n r3s 74a rot r1eD 1m 1 29s 6820s 383ffi 1431 ms OPENING,WHEN IT IS LOWER THAN THE MULLION a 4 ¢ /
CAPACITY(FROM THE TABLE)OF THE SELECTED L e� z{y.U) 1p
MULLION.IT WILL YIELD A MINIMUM ANCHOR oa �c �b•�
CAPACITY WHICH MAY BE USED TO QUALIFY O F. E e�p'
ADDITIONAL ANCHOR OPTIONS FROM THE I
ANCHOR CAPACITY TABLE. PRODUCT REVISED
as complying with the Florida1
Building Code
NOA-No. 17-0630.01
ExPlmflon Date 05/26/2021
' TABLE NOTES BY � ----"'•�
i
' MIam1-Da(f Product Control
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING- j
1266'-
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 i
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 'J
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. )
® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 1 (t 1 f 1 1 r 1 r r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1307 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125' tt 1
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5063-T5 AND SEA MINIMUM OF.125' T •'•LJCENg
THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04T THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1.26'X2.11'X.12�MULLION P?` •<�
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL Sf{4LL EXTEND AT LEAST SCREW THREADS BEYOND (INTEGRAL FIN MU
THE MATERIAL..#10 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.SMULLION) No.58705
��.: •y7- �
�0
A.LIlN (vIILL�R,P.E. j
FL P.E.#58705
TABLE i5A
Muffion Capsmity Table(Malit1) r n
Openfng Width(tor vartirattyspeming mUgons)or Opening Hoigtd(forlm(=Aa3yspariirg mURom) �
501n 6010 To In so in so in 100 b1 1201n 140 in 160 In ,x,x
eteclanT0C1 TrePrr p7r 9d rapl7 ang. PadwVular -T1 KMan9. 114dan9uls T S V Rc rz,t0�la Tr.VlTCan9. eana 1x0fanauar 71aW1rfaia Recfn�Aar Tia dmia nsmr; a r a mNTAon9. Peaa�+r Trap�7rima )7cuma� ��I'b9•
326"30 Led°19 tea&R LoOdng taad09 Leann Lwdn9 Laad,g LaaduW 1-«�t9 Inad,a LaaBn9 tame LaaOtre LmdtS Loadns LnadnO Loam Loft 0= V
DEI ava,. .. a . E., + A$$e ., $ s.. $ .. g za s a,.• a_ ru_ • 2 _ LL
BAY IN
2
S �•- 9..
m RH z L 'W-:
42 in 170.0 6W 170A 435 170.0 744 170.0 47S V0.0 NO 170.0 SOB. IM.D 992 170.0 B79 17C.0 1 1116 170.0 621 170.01 1249 170,01 021 170.01 1488 170.0 521 170.0 1735 170.0 521 140.1 1740 170.0 021 W J (1)
46In 170.0 700 Iran M4 170.0 850 170.0 584 1704 992 170.0 630 1-,0.0 1133 170.0 661 170.0 1275 V0.0 WT 170.0 1417 170.0 680 1522 102 170.0 630 130,5 1S22 170.0 600 114.2 I622 170.0 e80 10
CC 7 8
50.6251n 170.0 747 1 470A 583 170.D M 170.0 831/ 170A 10/6 170.0 684 170A 1185 170.9 723 170.6 1346 170.0 747 ifii2 1M3 17D.0 736 1369 fd/d 170.0 T58 117.3 14l3 170.0 706 ta26 N43 170.0 7S6 U W O F-
54M 170.0 797 1704 612 170.0 NO 170.0 691 170.0 1116 170.0 X4 170.0 1ZIS 170.0 60 Ifa4 13S3 170.0 837 144.3 13W 170.0 BW 1203 1353 170.0 661 103.1 1363 170.0 681 90.2 U53 170.0 801 K = co
60 W
60 Y, 170.0 885 170.0 7D7 170.D lOW 170.0 797 167.0 1216 170.0 BM 146.1 1210 170.0 944 t29.9 1210 159,E 638 116.9 t219 152.1 924 97.4 121E 146.1 913 B0.3 121a WA 913 73.1 1218 14&1 813 � F' � � z
631n 170.0 930 170.0 745 170.0 1116 170.0 650 1502 1160 168.8 9-13 131.4 1150 1S3.D 81.4 116.8 1150 14l.9 898 last 'ISO 1912 US e7b 1/SO 126.7 871 75.1 1160 1262 870 65.7 1150 12B2 870 Z d a Q
{, Win 170.0 074 170.0 709 152.4 1048 165.8 861 130.6 1D49 146.0 864 114.3 IM MA e50 101.6 104a 123.4 M 91.4 1048 1%6 830 762 104E 109.4 421 R.3 1040 1082 818 57.1 104E 1052 ale z fn z � _
0
c 721n 140.5 400 147.9 764 117.4 BW 128.0 748 100.6 Ba0 110.E rA 850 900 f00.0 722 7&2 eso 92.0 T12 MA 860 862 703 S&T 800 792 483 50.3 880- 76.5 665 44.0 850 76A 639 W _ 0
o r�Z
7B1n 119.7 71C 125.5 690 99.6 790 196.4 670 85.5 790 93.3 I E63 74.8 7M 83.9 662 65.5 790 769 643 599 780 71.7 WS a9 790 65.1 624 42.6. 790 6Lf 619 37A 750 91A 617 5 Q n
79 in 110.8 750 115.5 657 923 750 18.1 644 79.1 730 e5.9 632 69.2 750 77.1 (M 61.8 760 704 612 55.4 750 65.7 005 462 7w 59.4 594 39A 750 56.2 SM 346 78a 55.5 Bag Z Z a
901n 721 582 74.4 SW MI !iW SZO 491 51.5 553 64.8 463 45t 563 469 475 49.1 5W 44.4 458 351 563 4a9 462 20.0' SW 35.2 452 25.8 563 33.3 445 22A SW 31.6 442 Q z N
o H Ws �o co
9581 59.4 499 61.1 44J 49,5 !95 51A 435 424 493 44.E 42T 37.4 495 39A 42t 33.D 495 38.1 NS 29.7 495 332 409 ZLB 497 20.1 4C0 212 493 28.E 394 15B 495 15.0 J60
03 K� o
103 In 41.7 39f 426 353 34,8 291 35.9 34a 29.8 301 31.1 342 2&1 391 27.6 337 232 7B1 2l9 331 20.P 391 21.E 328 17.4 391 18.T 321 14.9 391 17.E 315 Uml _ _
lilt. 31 A 370 W2 nS 32.0 370 3A0 330 27.5 370 283 M5 24.0 2 253 320 21A 970 226 316 102 37D 20.9 312 16.0, 370 151 WS Y Y
1�81 30.4 317 30.9 Z89 253 377 �A 284 21.7 317 72.5 280 19.0 317 19A 275 159 317 77.9 273 0
r�� V 0.3 Q O
1440: 17.6 22D 17.E 203 T O.9 Z m0 y,to
to
TABLE I5B ANCHOR CAPACITY ADJUSTMENT FORMULA: O �a Of
AneherCa Tabu ANCHOR CAP.,,,,.,,, 11
semwta 27KCaarele 3AtCam. HmowcStU 9MtYAU Prw9od ernes (DR-) =ANCHORCAP.- PRODUCTR"ISED
571E-Eka 1N"3S E.a SI78•Elco T74•S9 Eko 9106teel Y12 Sled 912 Stem MULLION CAP.,,,,,,.,
Andes Type: 3n6'M.Nlrxen 174'Eko llitrarntElse L16eron f!a•Elm umaean A27-Catcl uRzwn AD9nsleto< screw(cs)screw(OS) 6emw Lc5 USE THIS FORMULATO OBTAIN THE ANCHOR as complying with the Florida
AnchorCBp Patterns ) Buliding Cod.
Edge mtwu(mF I' 2-irr r 2-irr 3.11V 1• 24V 1• 2-l1r r 3.17s r 0.48• a.54• a324• CAPACITY REQUIRED°CORRESPONDING TO AN NOA-No. 17-0630.01
Embed t(Nk 13/4• ia74• I I374^ 1374• z 1.11r 1.114• I-Iva• 1-114' 1.114• MW r I.3r8• I.316• tome ACTUAL PRESSURE REQUIREMENT FOR THE Expiratl.nDeteOS/26/2021
2AmICm@5-t41m O.C./R12e5An981 CAp tft 1T 390 ns 3901be 145OU MU 1700W 2701b9 26alte 354I6s 730 Qs 374Ii9 720Iht Nam 341 me 442 it. 560 Oa OPENING,WHEN IT IS LOWER THAN THE MUWON
a Arctam 3.5'SO+I O.C./R)245 Atrde(Tips!1Fl9.2): 780 Aa 780 the 7801bs 1670 aw 2525 510Ibs 5801dv wA 1110¢a 7481Do ego ma te9z me t82 me 68516s 1720 U. CAPACITY(FROM THE TABLE)OF THE SELECTED
6Anu+as®2.71.M.O.C.IMaSAn91e Clip rF49.3Y MOM.1 1120IDa ssa)6e 224s:n: zz5an» WA U011a MA +o599a rvrA ,0lbs NIA Io22rw 13279e 1680we MULLION.IT WILL YIELD A M INfMUM ANCHOR M7a im eProduelControl
CAPACITY WHICH MAY BE USED TO QUALIFY
• ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
FIGURE I:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. j{11 17 111 v v 1
3)MULLION AND MULLION CLIPS SHOWN-ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125° ��aQ ....,,N,y�
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30, % '��. VCENyE•�����
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' '•.F�
4)SUBSTRATES;CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.267 �• No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED *_
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ra063-T6 AND BE A MINIMUM OF.125• 'D
THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AhID.045°THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT u��•�-J���-�•-7�;'•tV�`
( ) 30•BAY •' STATE mF
LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUI-LION -S
• • THEMATERIAL.k10&912ANCHORS INTO WOOD MAY BESTEQ.,10-SS.S.OR410 S.S. �F51 •••ZORIDP.•''G\C���
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. s1ONAL ItN`\��
A.Ll�ts IN1bI LER,P.E.
FL P.E.1158705
TABLE16A r
Mullion Ca o Tablo bs)62
Opening Width(fonellica*sparving mullions)orOponing Hoight(for hodzuriaCy sparring mars) C
SON 60N 70in 60 in BON t00N 12CN 140N 1EON '4 oLL
Recteng:ta Trap?rlag. Rectaogida T(apTialp. Rxtanrdw TnWTftg. R't.-C." Tr4p+TAeng. ReeO�ng�la Tm{JDian9. Re4felpAa( 7�lfdarig. Rsctangbat TopRAe1�9. FxctengeNr TopR4anp. ReNanpbar T(ap7Tden9.
3.26"46 1-MV Lsadag Loadn9 LtadnB 1a161q Lnadn9 Lcec`mB L-crna Laadl(l9 InaEN9 leadn9 LnwlnB Leadag Le-bg Laa6n9 lmdn9 L.tedn9 Lmdng oy U
DE -AL a n r b r _ a a n a �• r n z• r a r a• r g• a a
s •, - a Fs.. s a_ a a" ,. E" �a m n n� g
BAY MULL g� o Pad g� s $ g� q� g, �� _a_ a�8- a
( u � Yai o B a o c� t5 S c3 n 3 c�9 ct c`Y a cR ti u" c� cS
'e h e e a� 13. sff I1� s� �_� g �R h r =� h o
6 �� 44 s1 � �I �� a �� s� � �e _� s 1 8 � y¢ � s z Nr rii
�z s'� rc ao d`� $� >_ > sue ¢ $a d`a z W
42N 170.0 6'?D 170.0 435 170.0 744 1170.0 478 V0.0 SW 170.0 W8 170.0 892 170,0 Sig 170.0 Ilie 170.0 627 1170.0,12.40 1170,01 521 170.0 14e6 170.0 E21 170.0 1735 170.5 521 IeD.31 1871 17410 52.1 y J W
J
48N 170.8 703 1709 524 170.D BSD 170.0 584 170.0 992 170.0 0.1P- 170.0 1133 170,0 881 170.0 1275 170.0 677 470,0 141T 170.0 fiW 163,7 1637 170,0 680 140J 1637 170.0 680 12L0 1037 170.0 680 D rn
EMS In 170.0 747 170.0 $53 iTO.D I We 170.0 631 17D.0 10401 170.0 684 17OA IISS 17D.0 7M 1T40 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 755 128.1 1652 170.D 756 110.41 ISM 170.0 7E6 W O
54N 170.0 707 170.0 612 110.01 856 170.0 691 170.0 Ilia I 17D.0 754 170.0 1275 V0.0 803 170.0 1434 i70,0 037 1552 1455 f70.0 856 129,3 1455 •170.0 861 110.8 iP5 170,0 881 87.0 1455 170.0 Bel m M f)
Lij
Ca 1. 170.0 Bay 17UD 701 1TO.D 1053 170.0 797 IMa 1247 17MO 678 157.1 1300 170.0 B44 139,7 1309 170.0 9S6 125.7 1309 1835 994 104.E 1306 157.1 682 89.8 13M 157.1 9@ 71L8 13M 1b7.1 982 � I=- L) O Z
BIN 170.0 930 17DA 745 170A 1118 170.0 860 1829 12d7 iTO.0 940 14L5 1247 1&.5 9d3 R47 1247 1528 B05.i14,D 1247 1N.3 952 95.0 1247 IW2 GM 81. 1247 135.7 919 71.3 12d7 135.7 935 2 LLI
z � IL d m 2
ry. 68N 170.D 074 170.0 780 170.0 1169 170.0 903 1444 1190 inT 985 129,9 1190 147.9 945 I1SA 1190 1345 W8 iC3.9 1190 12M 914 88.8 1100 110.5 E83 742 1190 t1B,1 693 84.9 1190 1141 $33 z CO.. eC7
E
c 721n 161.6 late 169.3 87T 134.7 1010 144.6 859 '115.4 1010 1272 662 Y01.0 1070 111.7 828 89.8 1D10 1055 817 80.8 10f0 88.9 807 @7.3 1010 90.8 79$ 67.7 iCW. 87A 790 50.5 1010 87.7 789 a ? E bLl
=1 761n t37.4 BOB 143-6 792 1145 aW 1220 775 88.1 OW 107.1 761 85.9 00 96.2 1 749 75.3 908 88.2 7-3 88.7 806 823 728 57,3 905 74,7 716 49.1 MS 712 T1a 429 SOB 704 7C8
78 N 127.1 661 1325 754 1069 eel 1125 'M Me a61 Me 725 79.4 881 $8.5 713 70.0 651 61.0 M 63e 11B7 7S4 094 S3a am E8.1 cat 45A 951 84.5 075 39.7 W 03.7 672 Z 1- Q Q a �
Win ELT 60 85.4 574 68.9 648 72.1 564 59.1 648 629 Sal 51.7 e48 50.1 645 48.0 846 50.9 537 4t.4 646 47.0 530 34.5 648 415 519 29.5 60 382 511 259 60 36.5 507 Z m c zz
LLI
98N 662 50 70.1 Wa 58.8 60 59.1 499 4a.7 $05 51A 491 425 %8 45.9 433 37.9 we 41.4 478 34.1 SM 341 47D 23.4 568 3Y4 411 2A,3 tea 10.5 452 21,3 56a 26.7 447 0.. oO NO
108 N 4T9 449 48.9 405 39,8 449 412 *- -,9 35.7 393 29.8 d49 01.7 367 28e 449 18.6 a82 239 M9 26.1 377 20.0 449 2L7 360 17.1 449 20.4 301 15.D 449 18.9 3t..8 or W o" (i
111 N d4.1 425 45A 3B5 08.8 425 379 328 373 27.6 Y4S 29.1 367 21.5 425 282 362 a,1 425 24,0 3W 144 425 20.7 350 15.6 425 16.8 343 X WO120N 34.9 38129.8 25.8 321 21.8 aE4 228 3I7 lB,4 384 10.5 313 17.5 364 147 3W VQ 1711 > z mCO ca '
TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: A _ @�
Anchor Ca Re Table Iba ANCHOR CAP.,"."„ E e�v i
sterols: 27kcm-We 3.%Com Novo.C1d FOad emu PTVVDW M(NI (O.,)X( )=ANCHOR CAP,w I
S16•Ekn 7:4.8SEteo 511PEfw 114'SSEko atoslem atzsreet elzstem MULLtoNCA.o.,,,,,,,,, PRODUCT REVISED
A.WTYM 3115•F. Lft a. 114•Eko Llhaew 3J76•Eko Uraseon lir Eks UNOcon as complying With the Florida
Anchor CDp Patterns Ufba:on A0,1mGatw IAmoa A9orerIr S-(G5)S4nw(05) S--(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR gogding Code I
Esee DIsr-e Mk r 2-Ire r 2-tr• 3.1W 1• 2-lir 1• 2-fre I 21 3.1re• 2- GAT Uwe 0.3z4• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. '17.0630.0'I
EmDeftn Cn7 Isla• taw' 1a74' 1JJ4• am
)a• 1.6 1.114• taro• 1.114• 2' tam• I-Ir W" ACTUAL PRESSURE REQUIREMENT FOR THE I
2 Anon IS 5•D1i0 0.C.l t2)$S A.9r• CEps l ft.it 38014 390 be 45D Ibs esD ma to 351 aw Tao lm 3741M 720 W 9411m 341 an 44z I1n ssD bs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05126/2021
4 Atelwm®35•Min O.C.1(2)2.5 Aerie Clip I".2t 780 to 780 bs 79016a 1610Iba 8iG WA 172D(e 7481. 280 U. 18921Es 682 @s 63516a 1120 iha CAPACITY(FROM THE TABLE)OF THE SELECTEDC./R72s5AnCW�P%r1Fm,3T. 1120ths 112DIe &`8 Na 22461bs !Ca WA 1D59 Wi WA 1320 bs 'NIA 1022 rya 1321 ac Ima IM MULLION.IT WILL YIELD A MINIMUM ANCHOR By_ i
CAPACITY WHICH MAY BE USED TO QUALIFY Rliami-Da roduct Control
ADDITIONAL ANCHOR OPTIONS FROM THE j
FIGURE 1: ANCHOR CAPACI TYTABLE II
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT DIM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1-23. L��1 NY LYN (/r
• • • • HOLES 70 BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'� 45° ���J�Q. •••••-N
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�P��;:• 1.10ENyF: �(��
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250• No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED *
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE W63T5AND BEA MINIMUM OF.120
THICK.STE THICK S TO BE A MINIMUM GRATE 3META,SHA THICK N GAUGE),STRUCTURAL STEEL TO BEAT ,U.BAY
LEAST,125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION
U W ON ••' TATE F
• • THE MATERIAL.#10 8,#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. ���s• 'Q<ORID_?`. •\��`
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ////`rS70 trN Z x`
A,&NN+Y1 dC .1P.E.
FL P,E.#58705
1
L
-"1 ,.ODD• r--- ,.COD• �-- u'r' '+t
f--12E6'-••1 F�`At o
--1 1.G00' f+-- _126' F a
{ I 2.750" .12b' 3. 5' 8' d
2.7 125' •12 3.18
t
.1 2.5"
.125' 125 2.116°
a
N
200T 2.000' .265'
dO
12V -1N
LI.:r.126' 'y• 500'
376
- O
-7
( T I- .
J
VX2 X.125'MULLXIN 1'X2'X.375'ML711ON V X 2.75'X.375'MULLION V X2.75'X.6S0'MULLION TX 3.125"X.5'MULLION 1.25X3ABr X265'MULLION 1.26"X 2.1l'X.125'MULUON h
Q
6083-TB ALUM. 6003-T6 ALUM. 6063-TO ALUM. 6063T6 ALUM. 6063-76 ALUM. 6063-T6ALUM. 6063-76 AW M.
XSECTION XSECT10N XSECTION XSECTION XSECTION X•SECTION XSECTION L7 in W Co 00
Z M W
f•"-.125' '{"'�f--.125' �'I F^-.125' (A Z
I TABLE A z Z W i r 2
L.1e�UMp I e0063--Te1LLUMP Dimension Value(InJ For Mullion: CI O
2.000 2•126' X-SECTION rcZECTION 20W° A 1.625 _1 0.a
U•CUP 1"X2'X.125" ¢ '"
.12s I I SECTION _125' B 2654 Aluminum z FZ' V C a'1� aI
1 C 0.895 Tube Mullion ¢ Z z 2z
D 0.740 a y Q-�"� "o
125 J.740" A 1.125 1'X2"X.375' o W O
B 2.404 Aluminum 0 U))
3.125°----{ CUTHERETo 37s 5000' C 0'� Tube Mullion U Q 'S
.37s _CREATE FLIP,SEE MIN. �• It- D 0.490 EL Z O O
MIN. DETALF,SFIEE74 F--
6.� .. oN
ZrA A 1 1`X275°°X O
i U-CLIP A -t---------r B 3.OW ,375 Alumin
L._ J L_______J _ 6063•T6ALUM. �_ __-___---___---____.. 2X5ANGLECLIP C 0.757
- - TDPVIEw so63T6ALUM Tube Mullion PRODUCT REVISED
TOTE ALUM.
D 1.118 as com 1y1ng with the Florlda
C L- STANDARD CLIP GENTEROFANCHOft HOLE MUST LIE Y,niFiltl THE A 1.312 Building Code
1'X2.75"X NOA-No. 17-0630.01
6M3-TO ALUM'
W M' DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE B 3 000 650•
z
TER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.G.DISTANCE,MAXIMUM ANCHOR Expiration Date 0 512 6/2 0 21
HIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER*V16'. C 0.476 Aluminum
SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED _ D 0836 Tube Mullion By
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Miam�lProduct Contml
ETER:DIAMANCHCRDIAMEfER+1lt6'. SHEEfS5.17FORTHE TABLE B A 2.000
i"X 3.125'X
_. ANCHOR O.C. B 2637
DISTANCE.MAXIMUM PGT Part .5W Alum
ANCHOR HOLE Mull Dimension(sheet#) C D.B53 TLbeMull
5.50D• •375' DIAMETER ANCHOR Mullion Std.Clip OffsetCllp U-Clip Angie Clip D 1,137
.375, I MIN. DIAMETER+1116',
MIN. 1"X7'X.125'(5) 66605 666113M 6661116M 666243M 66MI1M A 2,625
__ 1"X 2'X.375"(6) 666006 666114M W611ISM 666244M 666512M a 3,262 1.25'X 3.188`
---_---_T________ -�-
I X.285"Alum
1 V X2.76"X.375"(7) 66607 666115M 6661120M 666245M 666513M C 0 Tube Mull
i I i 1"
X2.7S X.6ST(8) 668 666118M 6661121M 666246M 666514M D 1,762
B 1° LYNry
VX3.125"X.5W(9) 66637M 6861116M 6661114M 666242M 6615M 1
--- --- A 1.813 .121"Alum `��\'�`,••'�,10ENSF `lt�
I i 1.25 X3.188"X.265'(12) 65641M 6661117M 8081113M 666241M 666516M Tube Mull
--------J I ------J 1.2VX211"XA25'(18) 1 69370 NiA WA WA 688517M 1t? N0.56705 *:
C OFFSET CLIP NOTES;
6063•T6 ALUM- ��O•L!L S aTE Op
I 70FVIEW 1 HOLES TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. %N'•, <C!
.740'-1-� l ) %i�` '••FC0RON..•• \_: j
2)SEE SHEETS 6-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. �7isS �G
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A LFQI}/��(y��� 05 E
FL P.E. ..8705'
N
.063"
.385• �-.125 I a
06T e o
4W' I a
4.000' .12�STANDARDCLIP
4.000' R
4.000F ' 2.625' 2.000" 6083•T6 AWM. I 2125' 2OG0• 2X5 ANGLE CLIP
om° X-SECTION BC6�6UALUTA 1 SC8SECTI ALUM.
N
.126° .125° I .125° I X-SECTION IIL X•SECTtON .125° kkU FF
�d W
.031" .125"� 0 W
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE r U
.125' 155"� DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE rn
375" 375' ANCHOR D.C.DISTANCE MAXIMUMANCHOR -' 2
HOLE DIAMETER:ANCHOR DIAMETER 1116'. m o I-
-ir W a
1•X4'X.125°� 1°X4'X.37.T 1'XIV X375" 5.600• 5.000" j Z m W
MULLION MULUON- 'r-MULUON CUTHERETO 75' (- O (�
9083.78 ALUM. 6963•TB ALUM. 6063 TS ALUM. ,375" -3.125° CREATE r••CLIP,SEE .375° ��MIN. y Z
X-SECTION X-SECTION XSECTION MIN I--DETAa.F,SHEET4 =1 Z Q
oravcw t25W 375" Z
W m =
saaroar 1.594° 1 ------ � CENTER OF r--------- -----------i 375° � 8 rU
L694' uuu r-------� r- L
ANCHOR HOLE I I MIN. O O
I MUST LIE WITHIN J 0- mZ
1 I ( 'THE DASHED I t Q J `' I-
BOUNDARY.SEE Z U Q
j I I I I F SHEETS 10.17
FOR THE F 5---------j F Z.z a0 to
I I I I ANCHOR O.C. I I (/1 Qa �
.100" I I I 1 I F DISTANCE.
3.250' 3' 1 I I I I MAXIMUM I I W 0
.100, g. °• ANCHOR HOLE j j -I x00° 7�...RT
DIAMETER: UArICHDR ---------------------'DIAMETER+IHB'. L �,fi24" 2X5 ANGLECUP `O4' rt STANDARDCUU•CUP soTALUM..82(1° -^(.1120" OF ANCHOR HOLE 0.fUST llE 6083•T6ALUM. 808&TB ALUM. TOPVIEW1.260' r--1250 .820' TOPVI. TOPVIEW
HE DASHED BOUNDARY.SEE PRODUCT REVISED
12S°X3.25°X.100° 126"X 3.25'X.624" 1.26'X3.94'X.624' SHEETS 10.17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. ascomplyln with the Florldn
MUTUAL MULLION DISTANCE MAXIMUM ANCHOR HOLE Olmenslon VPIue(In)Fer Municn: 0imenston Value(in)For Mullion: Dulldln9 Coda
rAuuIDN Loa No. 17-0630.01
6005-TS ALUM. 600 SECAWM. DIAMETER:ANCHOR DIAMETER+1W.
X•SECTIQN XSECTION H005-TS ALUMS F 3.687 1'X4"X F 1.938 125"X9,25°�
X•SECTION G 1.o .125° G 0,600 X.624' Expiration Date05/2612021
5,500" H 2.680 Aluninutn H 1.438 Alminum 1
1 3.000 Tube Mullion I 3.250 Tube MWllan By
�2661'� ( /` .125' ,376' ^^� .375' F 3.187 1"X4"X F 2°25 f251%3.84° ui NUam ada m uctControl
1.377'� .125 1.87r 1 MIN. G 2.430 ,375° O 1.125 Aluminum
uminu
r--- ---� r----___� H 2.430 Aluminum H 1.250 u emtnum
! I I I I 3.000 Tube&"T' 1 3250 Tube Mullion )
1 I I I p 2250 1.25'X3.25° F 2813 3018 a Mutl 3
I i I j j G 0.750 X.100' F 2.675 45•Be Mull
.125• I .125' 45° 2250" i i 1 i ! I H 3250 Tube M 9u m z
30'
3.250° I 3.2 1 i i i TABLED w �t lttil llt+ll
4b'BAY MULLION n/ /
30'BAYMULUON I fi063•T6 ALUM. I Li_______� I .-- ----•-+ Mufl Dlmension POT Pad.ta ����QN,.....,
8083-TO I X-SECTION (sheet q) Mulnan 6td,Cifp Ottsel Cllp U•Clip Angle Clip ��Qa� L10EN$�•,4 i
X•SECTK)N I 1°X4-X.126-(10) 69364 666111M SWI122M 6WZ41M B6651BM
G OFFSET CLIP * No.53705 *_
.125' 8063•18 ALUM. 1"X4'X.375'(11) 66810 666112M Sb61123M 866242M 568519M
228"� --,981'-•� '226o-T 981•-� .740° TOPv0v 1'X4°X.375"T(11) eN53 686112M M1123M 66UUM emillM
NOTES:
1,26'X3,25'X.100'(13) 20t60t20312 66fi1127M fi661124M 866241°M 0666115tA c •� p� , ��
1 HOLES TO BE DRft I Fl1 IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN S 1.25"X325•X.82d"(1A) 20181/20316 666172EM 6681125M 85824?1GA OS65116M OT'•. e IATE
125'X3.94'X.624'(15) 20162 6661117M 6881128M 666241M 866517M ��fiS'•• ORtDP,•''G\C;��
2)SEE SHEETS 1D,11,13.15,19&20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. 30 begree(1B) 66Fi19 WA -1 WA fi685t1CM a ''/It ZONAL E��`��
45 Degme(20) 6fi650 NIA WA WA 6665111M y 1/II Ittl
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 A.LYNN MILLER,P.E.
FL P.E.1158705
TABLE E �
Mull Dimension PGT Parts , g x�
(sheet#) Mullion Std.Clip U.ClIp Angle Clip '�j—•125' --�j—.125• -.-{F--125' W
2°X4°X.25(16) 66602 666261M 666271M 6665112M
66604 666262M 666272M 6665113141 I STANDARD CLIP I U-CUP 2X5 ANGLE CUP
6063-711ALUM. l &W3-T6 ALUM. 606.".-T6 ALUM.
2.000' I X-SECTION 2.125 I X•SECTION 2,p00• XSECTlON
NOTES:
I 1 N
.125' 125" .125, Y U
1)HOLES TO BE DRILLED IN THE FIELD FOLLDN/ING r z N �••
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 7 W
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE „r1•11-.4 T W
HOLE LOCATIONS. 1.490' co
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ N
5.500'
CUT HERE TO 5.000' 375 (7 111 OO V)
3.500" CREATE F-CUP,
2000' •375" 'e 1 SEEDETAIL F, 375 ---375' ---��-MIN. O W W
MIN. r SH`-E'1.4 MIN. ¢ m Z
! ---------- z z W 2
z =
J I W j in o
I a a_o � z
Q J r s
3.438' 3.43H' rC
.250' 2°X 4'X 2S I I 3430' I I ro m
MULLION I I 1 I a l- �z O RO
6063-Ts ALUM. d
X-SECTIDN ! I I I _-� MIN. c O
L_ ______ ___`__ =- STANDARD CUP __ __ ZXS ANDLB CLIP ~
U-CLIP,6063.73ALUM. 0 •Q 4 0
/ CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FDR 2'X 4"MUWON SHEET 16 CENTER OF ANCHDR HOLE MU5T UE 8063•Tfi ALUM, i O. Z y.•(A to
.260'-1 L--WITHIN THE DASHED BOUNDARY.SEE TOPMEW WTHIN THE DASHED BOUNDARY. TOPVIEtd �ii, oOA
SHEETS I6-17 FOR 7FIEANCHOR O.C. TOFufEYJ SHEETS I6-17 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENT.ER OF ANCHORHDLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER.-ANCHOR DIAMETER.V16', WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'.
SHEETS 16.17 FOR THE ANCHOR D.C.- PRODUCT REVISED
5.500"— —�-i DISTANCE.MAXIMUM ANCHOR HOLE B-1-I'M l x. ith the FWrlda
CUTHERETO DWAETER ANCHOR DIAMETER+1/1V. 5.G00' NOA-No.
Cod 17-0630.01
2000" 3.WO" CREATEF-CUP.
.375 SEEDETARF, •375" T .37S
MIN. r SHEE14 � MIN. tlxpiration Oaf 5/26/2O21
MIN.
`
376' By
-- T Miam a Producl Control
______
i I 1 I
I I I I I
I I I 1 1
I I 71 1 I
1 1 I I
I 1 I l 1 1
I I 1 I I
.25G" - G.000° _ _ —T- 4.6H8' _;—___ ______' .
f ) SAW I 5.a36"
2'X s•X.25" 1 � I i i \� '�;.•• y10EN$F•:!!��
MULLION NO.5H7Q5
6063•76 ALUM. 1 i *• Tt
XSECTION _J -
I 1 ( 1 L__-__-______________ I 1
. STANDARD CLIP` 60sU-CupUM. XSAN8063-T6LALUMP � �O
.26D' 80TOP MEW
USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW �i,r1 NAL 1����
TOP VIEW 70PVIEW A,LY( ShAIILLER,P.E.
FL P.F..#5H705
EXAM-LE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4.THE OPENING REQUIRES ADESIGN PRESSURE OF-60.01.60.0 FSF. ,� S
NOANCHORSWHEAD 1)INITIALLY ASSUMING THAT A TIVIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH 1532"+32+1•=65'.REFERENCINGSHEET 25.THE COLUMN USING
--- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1/4'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.OA60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
` SEE I��SEE FROM TABLE 3A,SHEET 7,THE 1-X2.75"X.375"MULLION(LENGTH=72.OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 1S-158.3 PSF AND WOULD
F-MESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION.
PRODUCT'S SHEETS o2` IS
U t
( APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75•X.650'MU WON(LENGTH=72,OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE .
72• OPENING AND MAY BE USED IN THIS APPLICATION.MOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. �
MUWON N
U LENT H --- 2)USE TABLE 4B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE en
THE STANDARD CUP WITH(4)912 ANCHORS AND THE 2X5 o
I! Q II L r ANGLE CLIPS WITH(4)#12 ANCHORS HAVE ACAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z yN x W
DET LS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL _
SHEETS I APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? U
�23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. N` t
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, LU
NO ANCHORS IN WINOCIV SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m W
ar
���"""�•"1 (60 PSF)X( �S)=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREVlS FROM TABLE 4B) Z
III---- FEMNc WmTH 72.7 PSF Q
z g m =
U
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USESA CONCRETE HEADERAND SILL THE WINDOW FRAME DEPTH IS 2.818'.THE OPENING REQUIRES AO
DESIGN PRESSURE OF+50.0/55.0 PSF, o Z
n I
FOR THE VERTICAL MULLION: Z Q N 07 i
1)INITIALLY ASSUMING THAT A I•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3r+72'+1'=105"AND THE OPENING WIDTH IS 36"+36"+1'=73,REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLIONT HAT IS AT LEAST THE WINDOW FRAME DEPTH OF 25/8"AND WILL U) co'Y4 o$o
1—
EXAMPLE 2:MULTIPLE MULLIONS Lij
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USETHE NEXT LARGER SIZE AVAILABLE. N -
LU D.
SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH-108'.OPENING WIDTH=60')MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE I5+1_15.1 PSF O_ :2 N
fmLL VADTH—((--• SHEETS2a 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
LU
FROM TABLE 12A,SHEET 16.THE 2-X 4'X.260'MULLION(LENGTH=108',OPENING WIDTH=S0-)HAS A DESIGN PRESSURE OF+1S4.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q•q Z mU to
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTETHE ANCHOR CAPACITY REQUIRED OF 971 LBS. O sU
3� SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 21TO THE WIDTH OF THE MULLED UNT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'-74,NOT 73-AS PREVIOUSLY
FENESTRATION! DETAILS.
PRODUCT'S SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED
APPROVAL", 24 THE 7r DIMENSION(35.11r+35.1@'+2'-M.
ISO
Ing with tho Florida
L 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Buifdlw yode
I
NOA-No. 17-0630.07
vE CAL ` I CONCRETE HEADER AND SILLARE 8'WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKENTO MAINTAIN THE FASTENER'S EDGE DISTANCE
MULLION L - USING THE STANDARD.CLIP WITH(6)3116"ULTRACON ANCHORSATAN EDGE DISTANCEOF 2-/Jr GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER AND Expiration Date 05/26/2021
LENGTH SEE '--SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITYOF 971 LES, uLI /•�/
G QDErAILS, DErAILE, FOR THE HORIZONTAL MULLIONS: w 8y
OPENING SHEETS 2A SHEETS
HJGIiT m Mfnm da Product Control
_-, FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X4"X.25O'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER K
HORQ MULLION TYPE COULD BE CHOSEN.
NULLION 7r //,/
1)THE MULLION LENGTH IS 38"AND THE OPENING HEIGHT IS 32'+7242"=1Or.REFERENCING SHEET 25.THE COLUMN USINGTRAPEZOIDALJTRIANGULAR LOADING MAY BE L1
USED.FROM TABLE 12A,SHEET IS.THE Z'X4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF 4.170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. -Zl
SEE
DETAILS, 2)USE TABLE 128 TO FIND THEANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JNNBS ARE W z
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH
2-3 (4)3/10 ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I J I I r
ANCHOR CAPACITY OF 521 LBS. \�.�a0,1Y L1'Ny�,'�.l
3G',HORIL—ti ae',NOR2. 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR a�;:' LICENSE
MULL LENGTH WIDTH uULL IFNGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
OPENING FOR VERTICAL MUIS #12 ANCHOR TYPE IS A STEEL SCREW. H ' No.587OS' •� i
O'er:
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE is:
+1-64.7 PSF FROM THE VERTICAL MULLION; (�L �
1 +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; "' %O S ATE dd
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). �Ll�
THE LOWEST DESIGN PRESSURE IS 4/-E4.7 PSF AND WOUW APPLY TO ALL OF THE MULLIONS. '•:cIORIOP.•''
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION sS70AIAL ENC`��
i PRODUCTS,MLL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN 1 }
A �f I4 0LLl R,P.E.
ACCORDANCE WTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. u FL P.E.#56705
I
I
i
i
EXAMPLES OF RECTANGULAR LOADING EL(L�PLES OF TRAPEZOIDALRRWNGUTAR LOADING'.
I PW PW a
1
1 PW
SHfDH SHlLIH SWD}I SH21H I I PW PWa }:
W
N J
! / 5
LU
ly
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j j -�{{ j
Sco
ILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i HING® 3 F- C9
DOOR Z
SGO I. Z z ..` rU
i LOADINGOFVERTICALMUU.iON '+� ?. s
J W L�a 10z
PIN 1 LOADING OF HORIZONTAL MULLION -j
LOADING OF HORIZONTAL MULLION , Q LL s
PW j Z z Q N rn
.o 1 a FQ-• ?ic.
--_- / PW PW y cog 8
to
Ii Pvu It 0 w Z `l x
EHlDH. %.DH I ; .t d -� ��my r0
� � SH:•OH O§�e e {L'mR'
PRODUCT REVISED
---................ _ / Jf
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I 1 ma comSPlyiongowtth the Florida
SILL OF tNiNDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION NOA-N C d
I PW PW �`: HR l \t-' " r' NOA-No. 17.0630.01
Expiration Date(75/26/2021
t _
i LOADING OF(2)HOR120MAL b1ULLIDNS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By
-
I MULLION Min eProduct—Contra—
1
P HINGED PW NOTES;
DOOR ...... ...
I _ 1)DRAWINGS ARE
RERESENTA71ONS OF TYPICAL
PW CONFIGURATIONS.
PW CONFIGURATIONS NOT SHOWN
fj MAY Be EXTRAPOLATED FROM
i o f THOSESHOWN.
I 2)IF THE LOADING TYPE CANNOT \�.�`pN�(L..NA
I BE DETERMINED,USE `� ,5�;. ' rZJj i� I
PINRECTANGULAR LOADING. `Rom;'• vCENsE•'•�(��
I �p_
W PW
1
1 3)SEE PRODUCTS,APPROVAL FOR *• No.58705
i ACTUAL CHORL16CATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIONTA
( ;
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORiZONTALMULUONS j d
SOD
T �Gl ~
�s70 E�Ny����
LOADINGOFVERTICAL SHADING OF HORIZONTAL A.TLifN1111 IIL ;P.E.
MULLION MULLION FL P.E.#687C5
J
Last Modified Date:1 0/26/2020 1 6:31:43
ERECEIV90 Q PO#:
Job Name:MARK SHABER
2 2 2020 Job Address:3705S INDIAN RIVER DR. FORTPIERCEFLunty, Permitting
Quote# 6341470
PGT-Customer Proposal Sales Person:Frank Williams
ShipTo: BUILDERS FIRSTSOURCE-TREASURE Customer CASH TONY CONANT: B
4ccount#:A20617 Account# r -
701 S KINGS HWY 012100-171
=ORT PIERCE, FL 34945-3044 FL
'hone# Fax#(941)749-5101 Phone# Fax#
__..--.._.........._.......---..-_........._........................._....._...-.-............................................._..---........................-- ..__..-- .._._........................._....................-._............................--.....- ----.......................................---........._................._--........-.........
......
Line# Item Description Quantity Line Pricing
3001 )PW5520 PW5520 VINYL PICTURE WINDOW Ordered: d Sell Price Ext Price
20.00) ' _ 1.00 # t $680.80 $680.80
.a IC nfiguration:54.X48.,5/8"FL,W,G/G 7/16,CL,ES Max,OUTSIDE GLZ,NO GRID �.
Certification Type:TASHVHZ Frame Type:.625FLANGE
---- --- Size Selection:CUSTOM Size Ref:ACTUAL !
�F
Width:54.0000 Height:48.0000
Actual Size:54 X 48 r Rough Masonry Opening:55 3/4 X 49
`. Wood Frame Opening:54 1/4 X 48 1/4 Frame Color:W -White
s` Glass Family:LM -Laminated } Interlayer Type:PVB090-
Glass Makeup:LMA309A3 t Glass:7116"LAMI(3/16 AN-,090 PVB-3/16 AN)
,e Does unit need to meet Turtle Code:NO , Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE NONE
' Grid Type:NONE -NO Grid Boxing Options:N -None
Acc Glass Breakage:N CARM PW5520-20190611
PositiveDesignPressure:70.0000 NegativeDesignPressure:70,0000
PANumber:FL29700 EnergyStar:NONE
Condensation Resistance:17.0000 UF:0.8200
I SolarHeatGainCoeff:0.3000 : VT:0.5000
VTCOG:0.5900
a
_ s �
Location:MARK 1 � ..w.. Notes:
, - t
>"F:tGlax..�Yevs£X• '0,«...•.um'u-.�" na:.i4.w.w.. "a....:.:.,...«. rt^:p �v .1+a�fiN,..v...........nr.
1002 �PW5520 PW5520 VINYL PICTURE WINDOW Ordered-, Sell Price Ext Price
'1.00)u5.00 x $496.84 $2,484.20
� .
Configuration:46.X48.,5/8"FL,W,G/G 7/16,CL,ES Max,OUTSIDE GLZ,NO GRID
Certification Type:TASHVHZ I Frame Type:.625FLANGE
Size Selection:CUSTOM ' Size Ref:ACTUAL
Width:46.0000 I Height:48.0000
G Actual Size:46 X 48 ) Rough Masonry Opening:47 3/4 X 49 j
Wood Frame Opening:46 1/4 X 48 1/4 Frame Color:W White i
Glass Family:LM -Laminated Interlayer Type:PVB090
Glass Makeup:LMA309A3 Glass:7/16"LAMI(3/16 AN-.090 PVB-3/16 AN) I'
Does unit need to meet Turtle Code:NO Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX I Privacy Glass:NONE-NONE j
� Grid Type:NONE -NO Grid Boxing Options:N -None
Acc Glass Breakage:N " CAR#:PW5520-20190611 j
PositiveDesignPressure:70.0000 NegativeDesig n Pressure:70.0000 r /'
PANumber:FL29700 : EnergyStar:NONE
Condensation Resistance:17.0000 UF:0.8200 1 f
SolarHeatGainCoeff:0.3000 VT:0.5000
VTCOG:0.5900 ;
Location:MARK 2-6 Notes:
-O
-o Quote# 6341470
, e� 9
I ' tr z;,; `zr Print Date 10/26/2020
:- ;5 Page 1 of 8
77
)003 CA5540 VINYL WINGUARD CASEMENT5540 Ordered. Sell Price Ext Price
'21.00) 1.00 $538.42 $538.42
Configuration:36.X38.,5/8"FL,W,HNG RT,EGRESS,CL;ES Max,G/G 7/16,N0 GRID,X,X,Nesting,1816K INSTALLED --------
Certification Type:TASHVHZ Frame Type:.625FLANGE
Unit Configuration:X Hinge Side:RIGHT
Size Selection:CUSTOM qq Size Ref:ACTUAL #
I w 4 Width:36.0000 g Height:38.0000
Actual Size:36 X 38 Rough Masonry Opening:37 3/4 X 39
. Wood Frame Opening:36 1/4 X 38 1/4 Egress Opening:28 1/2 X 32 1/4 SOFT 6.3828
✓� Frame Color:W -White Glass Family:LM -Laminated
Glass Type:7/16" Interlayer Type:PVB090
Glass Makeup:LMA309A3 Glass:7/16"LAM](3116 AN-.090 PVB 3/16 AN)
K._.'•""js' Does unit need to meet Turtle Code:NO Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE -NONE
t Grid Type:NONE -NO Grid Reinf.Upgrade:NONE -None E
Screen Type:1816K -1816 Charcoal Screen Frame Type:EXTRUDED
Hinge Type:EGRESS WOCD:N
Handle Type:NESTING Upgrade Hardware Finish:N
Stainless Steel Package:N Boxing Options:N --None p
Acc Glass Breakage:N CAR#:CA5540-20190611
PositiveDesignPressure:65.0000 4 NegativeDesign Pressure:70.0000
PANumber:FL29702 EnergyStar:NONE
Condensation Resistance:17.0000 UF:0.7100
SolarHeatGainCoeff:0.2300 VT:0.3700
VTCOG:0.5900
Location:MARK 7 HR Notes:MAX WIDTH
i t
LaYr
u±,... ....cl<ali ro..� :e.: 4 '..=.-a�.«�:':.....vw.<.e�....._.. .. .°t ..2'' s..L:xm: '•!: .. p_��
)004 CA5540 VINYL WINGUARD CASEMENT_5540 Ordered. Sell Price ~ Ext Price
,22.00) 1.00 $538.42 $538.42
Configuration:36.X38.,5/8"FL,W,HNG LT,EGRESS,CL,ES Max,G/G 7/16,NO GRID,X,X,Nesting,1816K-INSTALLED
Certification Type:TASHVHZ Frame Type:.625FLANG E
_ ____ Unit Configuration:X Hinge Side:LEFT
Size Selection:CUSTOM Size Ref:ACTUAL
3 Width:36.0000 Height:38.0000
k 1 Actual Size:36 X 38 ! Rough Masonry Opening:37 3/4 X 39
( Wood Frame Opening:36 1/4 X 38 1/4 , Egress Opening:28 1/2 X 32 1/4 SOFT 6.3828
a Frame Color:W -White Glass Family:LM -Laminated
4 ' Glass Type:7/16" Interlayer Type:PVB090
I !!
)-__-=-._•___�-_�___�;.. Glass Makeup:LMA309A3 Glass:7/i 6"LAM 13/16 AN-.090 PVB-3/16 AN
( ) F
Does unit need to meet Turtle Code:NO Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE -NONE
Grid Type:NONE -NO Grid Reinf. Upgrade:NONE -None
Screen Type:1816K -1816 Charcoal " Screen Frame Type:EXTRUDED
Hinge Type:EGRESS WOCD:N
Handle Type:NESTING Upgrade Hardware Finish:N
Stainless Steel Package:N Boxing Options:N -None
Acc Glass Breakage:N CAR#:CA5540-20190611 f
PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000
PANumber:FL29702 EnergyStar:NONE
Condensation Resistance:17.0000 UF:0.7100
SolarHeatGainCoeff:0.2300 VT:0.3700
VTCOG:0.5900
Location:MARK 8 HL Notes:MAX WIDTH
�`1yt••...i,._�... ., ",£ .
1005 A5540 VINYL WINGUARD CASEMENT 5540 Ordered. Sell Price Ext Price
;23.00) 1.00 ) $538.42 $538.42
Configuration:36.X38.,5/8"FL,W,HNG LT,EGRESS,CL,ES Max,G/G 7/16,NO GRI D,X,X,Nesting,1 816K-INSTALLED
i
Quote# 6341470
Print Date 10/26/2020
Page 2 of 8
Certification Type TASHVHZ _ Frame Type:.625FLANG E
_ Unit Configuration:X Hinge Side:LEFT
Size Selection:CUSTOM ; Size Ref:ACTUAL 1
Width:36.0000 Height:38.0000
r Actual Size:36 X 38 Rough Masonry Opening:37 3/4 X 39
Wood Frame Opening:36 1/4 X 38 1/4 Egress Opening:28 1/2 X 32 1/4 SOFT 6.3828
Frame Color:W -White Glass Family:LM -Laminated
_ } Glass Type:7/16" Interlayer Type:PVB090
-.,--- ...•-•••--•-- "' ;� ; Glass Makeup:LMA309A3 Glass:7/16"LAM](3/16 AN .090 PVB 3/16 AN)
as unit need to meet Turtle Code:NO 9 Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX I Privacy Glass:NONE -NONE
Grid Type:NONE -NO Grid Reinf. Upgrade:NONE -None
Screen Type:1816K -1816 Charcoal Screen Frame Type:EXTRUDED
Hinge Type:EGRESS WOCD:N
I Handle Type:NESTING Upgrade Hardware Finish:N
Stainless Steel Package:N 6, Boxing Options:N -None
Acc Glass Breakage:N CAR#:CA5540-20190611
PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000
3 PANumber:FL29702 EnergyStar:NONE }
Condensation Resistance:17.0000 I UF:0.7100
SolarHeatGainCoeff:0.2300 VT:0.3700
VTCOG:0.5900
Location MARK 9 HL _ Notes MAX WIDTH
)006 CA554U VINYL WINGUARD CASEMENT 5540Ordered. � � Sell Price V Ext Price
;24.00) 1.00# �M� $619.44�� $619.44
Configuration:36.X50.,5/8"FL,W,HNG RT,EGRESS,CL,ES Max,G/G 7/16,NO GRID,X,X,Nesting,1816K-INSTALLED
Certification Type:TASHVHZ I Frame Type:.625FLANG E
..._........___._...._..._....___._.,,_ Unit Configuration:X Hinge Side:RIGHT
Size Selection:CUSTOM Size Ref:ACTUAL
. Width:36.0000 Height:50.0000
} F Actual Size:36 X 50 Rough Masonry Opening:37 3/4 X 51
Wood Frame Opening:36 1/4 X 50 1/4 Egress Opening:28 1/2 X 44 1/4 SQFT 8.7578 i
E Frame Color:W -White Glass Family:LM -Laminated
Glass Type:7/16" Interlayer Type:PVB090
4 Glass Makeup:LMA309A3 Glass:7/16"LAMI(3/16 AN-.090 PVB 3/16 AN)
i Does unit need to meet Turtle Code:NO Glass Color:CL -CLEAR
j Low E:ENERGY SHIELD MAX Privacy Glass:NONE -NONE t
-- -"-- � Grid Type:NONE -NO Grid Reinf. Upgrade:NONE -None
Screen Type:1816K -1816 Charcoal Screen Frame Type:EXTRUDED
Hinge Type:EGRESS WOCD:N
Handle Type:NESTING Upgrade Hardware Finish:N
Stainless Steel Package:N Boxing Options:N -None {
Acc Glass Breakage:N i CAR#:CA5540-20190611 j
PositiveDesignPressure:65.0000 NegativeDesig n Pressure:70.0000
PANumber:FL29702 i EnergyStar:NONE
CondensationResistance:17.0000 i UF:0.7100
SolarHeatGainCoeff:0.2300 VT:0.3700 i
VTCOG:0.5900
! i
Location MARK 10 HR lNotes:MAX WIDTH 36
—77-7,
)007 CA5540 VINYL WINGUARD CASEMENT 5540 Ordered: =Pricext Price:25.00) t 1.00 $533.36
tConfiguration:36.X48.,5/8"FL,W,HNG LT,EGRESS,CL,ES Max,G/G 7/16,NO GRID,X,X,Nesting,1816K-INSTALLED
..............__............c.._...................._............................................................................_....................................................................................._................................................_....................................................................................................................._._..............................,.........--....__........._........_................................_....._.........
,
f
Quote# 6341470
Print Date 10/26/2020
Page 3 of 8
Certification Type:TASHVHZ Frame Type:.625FLANGE
Unit Configuration:X Hinge Side:LEFT
Size Selection:CUSTOM Size Ref:ACTUAL
y ` ; Width:36.0000 Height:48.0000
" ri Actual Size:36 X 48 Rough Masonry Opening:37 3/4 X 49
3 { Wood Frame Opening:36 1/4 X 48 1/4 Egress Opening:28 1/2 X 42 1/4 SQFT 8.3619 `
I ; P 9� 9 P 9: 9
{ ( s Frame Color:W -White Glass Family:LM -Laminated 1
f Glass Type:7/16" } Interlayer Type:PVB090
i Glass Makeup:LMA309A3 Glass:7/16"LAMI(3116 AN-.090 PVB-3/16 AN)
9; Does unit need to meet Turtle Code:NO a Glass Color:CL CLEAR
ENERGY SHIELD MAX Privacy Glass:NONE -NONE
" Grid Type:NONE -NO Grid Reinf.Upgrade:NONE -None
Screen Type:1816K -1816 Charcoal t Screen Frame Type.EXTRUDED
!! Hinge Type:EGRESS I WOCD:N 1
Handle Type:NESTING I Upgrade Hardware Finish:N
Stainless Steel Package:N ; Boxing Options:N -None
Acc Glass Breakage:N CAR#:CA5540-20190611
PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000
PANumber:FL29702 EnergyStar:NONE
Condensation Resistance:17.0000 UF:0.7100
SolarHeatGainCoeff:0.2300 VT:0.3700
VTCOG:0.5900
i
Location MARK 11 HL Notes MAX WIDTH 36
)008 CA5540 VINYL WINGUARD CASEMENT 5540 Ordered. Sell Price ) Ext Price
26.00) 1.00 I $533.36 $533.36
Configuration:36.X48.,5/8"FL,W,HNG RT,EGRESS,CL,ES Max,G/G 7/16,NO GRID,X,X,Nesting,1816K-INSTALLED
+
Certification Type:TASHVHZ a Frame Type:.625FLANGE
Unit Configuration:X Hinge Side:RIGHT
Size Selection:CUSTOM Size Ref:ACTUAL
Width:36.0000 Height:48.0000
Actual Size:36 X 48 Rough Masonry Opening:37 3/4 X 49
!,i Wood Frame Opening:36 114 X 48 1/4 Egress Opening:28 1/2 X 42 1/4 SOFT 8.3619
I b Frame Color:W -White Glass Family:LM -Laminated
Glass Type:7/16" Interlayer Type:PVB090
3� Glass Makeup:LMA309A3 Glass:7/16"LAMI(3/16 AN-.090 PVB-3/16 AN)
Does unit need to meet Turtle Code:NO ; Glass Color:CL -CLEAR
Low C.ENERGY SHIELD MAX Privacy Glass:NONE -NONE
Grid Type:NONE -NO Grid Reinf.Upgrade:NONE -None
Screen Type:1816K -1816 Charcoal Screen Frame Type:EXTRUDED
I Hinge Type:EGRESS :WOCD:N
Handle Type:NESTING Upgrade Hardware Finish:N I
Stainless Steel Package:N Boxing Options:N -None
Acc Glass Breakage:N I CAR#:CA5540-20190611
PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000
PANumber:FL29702 EnergyStar:NONE j
Condensation Resistance:17.0000 i UF:0.7100 I
SolarHeatGainCoeff:0.2300 I VT:0.3700
VTCOG:0.5900 '
Location:MARK 12 HR 'Notes:MAX WIDTH
.,7
3009 'MULTI-PART MULTI PART UNITS Ordered: Sell Price Ext Price
2.00) 11.00____l $1,195.39 $1,195.39
Configuration:43.5X48.X.,5500,TW,MTCH COL,W,.625FLANGE,EQUAL
�..__ BEGIN MODEL SET 002::::::::::.::::::::::::::::::: Series:5500.0000
j Combo Config:TW -Twin Factory Mull:N
Unit 1 (Bottom Left Unit):CA5540 Unit 2:CA5540
I Continuous Shape Multi-Part:N Frame Type:.625FLANGE
i Assembly Options:MTCHCOL Width Equal or Width:EQUAL
Send Mull(s):Y Mull Part Selection:MULL/CVR/CLPS
Size Selection:ACTUAL Width:43.5000
'- ................_I ......,,......_._ Height:48.0000 Vertical Mull:1.25X3.25X.625
Frame Color:W -White Glass Color:CL -Clear 1
Boxing Options:N -None s
I �
Quote# 6341470
Print Date 10/26/2020
Page 4 of 8
Location:MARK 13 _ Notes.
)009tCA5540 VINYL WINGUARD CASEMENT 5540 Ordered. Sell Price Ext Price
1.00 $0.00 - $0.00
Configuration:21.125X48.,5/8"FL,W,HNG LT,WASHABLE,CL,ES Max,G/G 7/16,NO GRID,X,X,Nesting,SS PACKAGE,1816K-
._._.__.mww__,
I Certification Type:TASHVHZ _ Frame Type 625FLANGE
Unit Configuration:X I Hinge Side:LEFT
Size Selection:CUSTOM Size Ref:ACTUAL
Actual Size:21 1/8 X 48 Rough Masonry Opening:22 7/8 X 49
Wood Frame Opening:21 3/8 X 48 1/4 Egress Opening:9 5/16 X 42 1/4 SQFT 2.7321
Frame Color:W -White Glass Family:LM -Laminated
Glass Type:7/16" Interlayer Type:PVB090
Glass Makeup:LMA309A3 Glass:7/16"LAM (3/16 AN-.090 PVB-3/16 AN)
Does unit need to meet Turtle Code:NO Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE -NONE
Grid Type:NONE -NO Grid Reinf.Upgrade:NONE -None
Screen Type:1816K -1816 Charcoal Screen Frame Type:EXTRUDED
Hinge Type:WASHABLE WOOD:N
Handle Type:NESTING i Upgrade Hardware Finish:N
Stainless Steel Package:Y i Boxing Options:N -None
Acc Glass Breakage:N CAR#:CA5540-20190611
PositiveDesignPressure:65.0000 Negative Design Pressure:70.0000
PANumber:FL29702 EnergyStar:NONE
Condensation Resistance:17.0000 ? UF:0.7100
SolarHeatGainCoeff:0.2300 ! VT:0.3700
VTCOG:0.5900 I
Location:MARK 13 Notes:
)009A5540 VINYL WINGUARD CASEMENT 5540 Ordered: I Sell Price Ext Price
:4.00) 1.00 _ _$0.00 $0.00
Configuration:21.125X48.,5/8"FL,W,HNG RT,WASHABLE,CL,ES Max,G/G 7/16,NO GRID,X,X,Nesting,SS PACKAGE,1816K-
CINSTALLEDD _
I Certification Type:TASHVHZ Frame Type:.625FLANGE as
Unit Configuration:X Hinge Side:RIGHT
E Size Selection:CUSTOM Size Ref:ACTUAL
Actual Size:21 1/8 X 48 # Rough Masonry Opening:22 718 X 49
Wood Frame Opening:21 3/8 X 48 1/4 Egress Opening:9 5/16 X 42 1/4 SQFT 2.7321
i Frame Color:W -White Glass Family:LM -Laminated
I Glass Type:7/16" Interlayer Type:PVB090
Glass Makeup:LMA309A3 Glass:7/16"LAMI(3/16 AN-.090 PVB-3/16 AN)
Does unit need to meet Turtle Code:NO Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE -NONE
Grid Type:NONE -NO Grid i Reinf.Upgrade:NONE -None
i Screen Type:1816K -1816 Charcoal Screen Frame Type:EXTRUDED
Hinge Type:WASHABLE WOCD:N
' Handle Type:NESTING Upgrade Hardware Finish:N
Stainless Steel Package:Y Boxing Options:N -None '
Acc Glass Breakage:N s CAR#:CA5540-20190611
PositiveDesignPressure:65.0000 s NegativeDesignPressure:70.0000
PANumber:FL29702 1 EnergyStar:NONE
Condensation Resistance:17.0000 i UF:0.7100 j
SolarHeatGainCoeff:0.2300 VT:0.3700
VTCOG:0.5900 I
Location:MARK 13
Si�:.w'..Y_i..»w,o.'�'`''r '✓.�".._.d.,...a'........ ,:.:.��wvw.z_......,.�..�...o..»_...:°uwa:...,..-,.tu:."4G ffi,.,.«".a»:.�.i..3a.:.. L.:........... -...-......,.,J'.:�^kLri�. "[�..a_.�..s...:, u ...,.,....��.......ti.,«.,'Sa'za
)009 MULL MULL BARS Ordered. Sell Price Ext Price
:5.00) 1.00 $0.00 $0.00
Configuration:,48.,W,.625FLANGE,SERIES 5500,MTCHCOL,MULUCVR/CLPS _
Quote# :"6341470
Print Date 10/26/2020
Page 5•of:8
Product Family Series:5500.0000 Certification Type:MIAMI
NOA Selection:17-0630.01 Part Selection:MULUCVR/CLPS Mull,Ext/Int [
Frame Type:.625FLANGE Mull Bar Type:1.25X3.25X.625
Mull Clip Type:STDCLP/STDCLP Size Selection:CUSTOM
Frame Color:W -White Assembly Options:MTCHCOL
Boxing Options:N None END MODEL SET 002:
.__ ___
_ocation:MARK 13 jNotes: �
3010 ZIMULTI-PART MULTI-PART UNITS Ordered. f Sell Price Ext Price
:6.00) [1.00 $1,195.89 $1,195.89
Configuration:46.X48.X.,5500,TW,MTCH COL,W,.625FLANGE,EQUAL
BEGIN MODEL SET 006:::::::::::::::::::::::::::::: TSeries:5500.0000
Combo Config:TW -Twin Factory Mull:N
Unit 1 (Bottom Left Unit):CA5540 Unit 2:CA5540
Frame Type:.625FLANGE 1 Assembly Options:MTCHCOL I
' Width Equal or Width:EQUAL Send Mull(s):Y
Mull Part Selection:MULUCVR/CLPS Size Selection:ACTUAL
Width:46.0000 Height:48.0000
Vertical Mull:1.25X3.25X.625 Frame Color:W -White j
Glass Color:CL Clear Boxing Options:N -None
Location:MARK 14 �Notes: � -
)010 1CA5540 VINYL WINGUARD CASEMENT 5540 Ordered f Sell Price Ext Price
,7.000) u _ 1.00 1 $0.00 $0.00
?Configuration:22.375X48.,5/8"FL,W,HNG LT,WASHABLE,CL,ES Max,G/G 7/16,NO GRID,X,X,Nesting,SS PACKAGE,1816K-
k I NSTALLED
Certification Type:TASHVHZ� Frame Type:.625FLANGE
Unit Configuration:X Hinge Side:LEFT
Size Selection:CUSTOM 4 Size Ref:ACTUAL I
Actual Size:22 3/8 X 48 Rough Masonry Opening:24 1/8 X 49
Wood Frame Opening:22 5/8 X 48 1/4 Egress Opening:10 9/16 X 42 1/4 SQFT 3.0989
Frame Color:W White Glass Family:LM -
I Glass Type:7/16" Interlayer Type:PVB090 [
} Glass Makeup:LMA309A3 Glass:7/16"LAMI(3/16 AN-.090 PVB-3/16 AN)
Does unit need to meet Turtle Code:NO Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE -NONE
Grid Type:NONE -NO Grid I Reinf. Upgrade:NONE -None `
Screen Type:1816K -1816 Charcoal Screen Frame Type:EXTRUDED i
Hinge Type:WASHABLE s WOCD:N
Handle Type:NESTING Upgrade Hardware Finish:N
Stainless Steel Package:Y I Boxing Options:N -None ;
Acc Glass Breakage:N CAR#:CA5540-20190611 t
PositiveDesignPressure:65.0000 i NegativeDesignPressure:70.0000
PANumber:FL29702 EnergyStar:NONE
Condensation Resistance:17.0000 UF:0,7100
SolarHeatGainCoeff:0.2300 q VT:0.3700
VTCOG:0.5900 ? i
i
Location:MARK 14 Notes:
)010 CA5540 VINYL WINGUARD CASEMENT 5540 Ordered: Sell Price Ext Price
1.00 $0.00 $0.00
Configuration:22.375X48.,5/8"FL,W,HNG RT,WASHABLE,CL,ES Max,G/G 7/16,NO GRID,X,X,Nesting,SS PACKAGE,1816K-
INSTALLED
Quote# 6341470
Print Date 10/26/2020
Page 6 of 8
Certification Type:TASHVHZ Frame Type:.625FLANGE � l
Unit Configuration:X i Hinge Side:RIGHT
Size Selection:CUSTOM Size Ref:ACTUAL
Actual Size:22 3/8 X 48 I Rough Masonry Opening:24 1/8 X 49
Wood Frame Opening:22 5/8 X 48 1/4 Egress Opening:10 9/16 X 42 1/4 SQFT 3.0989
r Frame Color:W -White Glass Family:LM -Laminated
Glass Type:7/16" Interlayer Type:PVB090
Glass Makeup:LMA309A3 Glass:7116"LAMI(3/16 AN-.090 PVB-3/16 AN)
Does unit need to meet Turtle Code:NO Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX I Privacy Glass:NONE -NONE
Grid Type:NONE -NO Grid I Reinf.Upgrade:NONE -None
Screen Type:1816K -1816 Charcoal Screen Frame Type:EXTRUDED
Hinge Type:WASHABLE WOCD:N
Handle Type:NESTING Upgrade Hardware Finish:N
Stainless Steel Package:Y Boxing Options:N -None
Acc Glass Breakage:N CAR#:CA5540-20190611
PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000
PANumber:FL29702 EnergyStar:NONE
Condensation Resistance:17.0000 UF:0.7100
SolarHeatGainCoeff:0.2300 VT:0.3700
VTCOG:0.5900
a I
Location MARK 14 Notes
S 5
)010 ` MULL BARS Ordered. Sell Price� �Ext Price
;9 00) 1.00 ; _ _..� �w ___�0.�0,0 _11
�17ULL
6onfiguration:,48.,W,.625FLANGE,SERIES 5500,MTCHCOL,MULUCVR/CLPS
f
Product Family Series:5500.0000 Certification Type:MIAMI
NOA Selection:17-0630.01 Part Selection:MULUCVR/CLPS Mull,ExVInt
Frame Type:.625FLANGE Mull Bar Type:1.25X3.25X.625
Mull Clip Type:OFFCLP/OFFCLP Size Selection:CUSTOM
Frame Color:W -White Assembly Options:MTCHCOL
Boxing Options:N None END MODEL SET 006:
Location:MARK 14 �rv�-•� Notes:
7-77
)011 ICA5540 VINYL WINGUARD CASEMENT 5540 Ordered Sell Price Ext Prices
'27.00) 1.00 ! _ t $538.42 $538.42
Configuration:36.X38.,5/8"FL,W,HNG LT,EGRESS,CL,ES Max,G/G 7/16,NO GRID,X,X,Nesting,1816K-INSTALLED
Certification Type:TASHVHZ #Frame Type:.625FLANGE
Unit Configuration:X Hinge Side:LEFT
I Size Selection:CUSTOM Size Ref:ACTUAL
Width:36.0000 Height:38.0000 j
Actual Size:36 X 38 Rough Masonry Opening:37 3/4 X 39
Wood Frame Opening:36 1/4 X 38 1/4 Egress Opening:28 1/2 X 32 1/4 SQFT 6.3828
Frame Color:W -White Glass Family:LM -Laminated
I Glass Type:7/16" Interlayer Type:PVB090
Glass Makeup:LMA309A3 Glass:7/16"IAMI(3/16 AN-.090 PVB-3/16 AN)
as" Does unit need to meet Turtle Code:NO & Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE -NONE
Grid Type:NONE -NO Grid Reinf.Upgrade:NONE -None
Screen Type:1816K -1816 Charcoal Screen Frame Type:EXTRUDED
Hinge Type:EGRESS WOCD:N
s Handle Type:NESTING i Upgrade Hardware Finish:N
Stainless Steel Package:N Boxing Options:N -None
Acc Glass Breakage:N CAR#:CA5540-20190611 {
PositiveDesignPressure:65.0000 i NegativeDesignPressure:70.0000
PANumber:FL29702 EnergyStar:NONE
Condensation Resistance:17.0000 I UF:0.7100
SolarHeatGainCoeff:0.2300 VT:0.3700
VTCOG:0.5900
Location:MARK 15 HL Notes:
- ,-
C: f
3012 ?CA5540 VINYL WINGUARD CASEMENT 5540 Ordered: Sell Pnce - Ext Price
28.00) (1_.00 $538.42 $538.42
--------
Quote# 6341470
Print Date 10/26/2020
Page 7 of 8
`Configuration:36.X38.,5/8"FL,W,HNG RT,EGRESS,CL,ES Max,G/G 7/16,NO G RI D,X,X,Nesting,181 6K-INSTALLED
Certification Type:TASHVHZ { Frame Type:.625FLANGE
Unit Configuration:X Hinge Side:RIGHT
r-- Size Selection:CUSTOM Size Ref:ACTUAL ,
Width:36.0000 i Height:38.0000
Actual Size:36 X 38 , Rough Masonry Opening:37 314 X 39
? Wood Frame Opening:36 1/4 X 38 1/4 ¢ Egress Opening:28 1/2 X 32 1/4 SQFT 6.3828
( r 3 Frame Color:W White i Glass Family:LM -Laminated
sl N Glass Type:7/16" Interlayer Type:PVB090
Glass Makeup:LMA309A3 I Glass:7/16"LAM 1(3/16 AN-.090 PVB-3/16 AN)
need to meet Turtle Code:NO Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE -NONE;~
Grid Type:NONE -NO Grid Reinf. Upgrade:NONE -None
Screen Type:1816K -1816 Charcoal Screen Frame Type:'EXTRUDED
Hinge Type:EGRESS WOCD:N
Handle Type:NESTING Upgrade Hardware Finish:N
Stainless Steel Package:N Boxing Options:N -None t
Acc Glass Breakage:N CAR#:CA5540-20190611 !
PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000
PANumber:FL29702 EnergyStar:NONE
Condensation Resistance:17.0000 s UF:0.7100
SolarHeatGainCoeff:0.2300 1 VT:0.3700
VTCOG:0.5900
Location:MARK 16 HR Notes:
!TOTAL SALE AMT: $9,934.54
!TOTAL CUSTOMER $695.42
TAX:
$10,629.96'
NET SALE AMOUNT:
Quote# 6341470
Print Date 10/26/2020
` Page 8 of 8
OLD
30
oppm
-. 0',
U PAS lv- rl- 1.5
—
l �
i -
TOR --Y;n Su rah c e � 0--Xp- 0Ujap,3
'GENERAL NOTES:. RECEIVED
1)THE ANCHORAGE'METHODS SHOWN 1�a
HAVE BEEN DESIGNED TO COMPLY WITH
THE:FLORIDA BUILDING CODE FOR THE ANCHOR LOCATIONS.
DESIG0PRESSURESLISTED MAR 2 2 2020 &SPACING
'2)WOOD BUCKS.DEPICTED AS 1X ARE
LESS.THAN 11124THICK.'1XWOOD'BUCKS' ST• Lucie County Permittin
.ARE OPTIONAL IF UNIT IS INSTALLED z 9
DIRECTLY TO.SOLiD CONCRETE.WOOD. 12"
BUCKS DEPICTED AS`2X ARE 1-112"THICK 6"MAX.,—► �^^ MAX.O.C. 2' ( _4".MAX.
bWGRtATEF ATfACHMENTM&HODOF MAX-- '"II
WOOD BUCKS SHALL BE DONE BY O.C.
OTHERS. d T_ 4=MAX
3)SEE TABLES FOR MINIMUM EDGE I I i OC.
DISTANCE FROM CENTER OF ANCHORT,O
SUBSTRATE EDGE(EXCLUDING FINISH OR j
l
STucc0). 12"MAX.O.C.
60"MAX., 60" I I
4)SHIM EACH ANCHOR:LOCATION WHERE BUCK. MAX /
THE PRODUCT.IS NOT J1USH TO.7HE BUCK !'
S UBSTRATE,.USING.SHIMSCAPABLECF
TRANSFERRING APPLIED LOADS. r 6" MAX
5)A�ICHO-S.SHALL BE COATED OR 1 2"MAX;
CORROSION RESISTANT ASAPPROPRIATE )
FOR SUBSTRATE.MATERIAL:DISSIMILAR
MATERIAL TORRLBE TREACTONS. W MAX.Buck °—� 96"MAX;BUCK'
REQUIRED TO PREVENT.REACTIONS.
ALUMINUM SHALCBE PROTECTED FROM.
DISSIMILAR MATERIALS'A5 SPECIFIED.IN
FLORIDA.BUILDING d0bE C}LhPTER 201
FLANGE FRAME iNEGRAL FIN FRAME
6)ADHESIVE SEALANT SHALL BE USED
BETWEEN SUBSTRATE AND FLANGE OR
FIN.OVERALL SEALINGIFLAASHING
STRATEGYFOR WATER RESISTANCE OF
INSTALLATION SHALL 13E DONE BY TABLE 2,ANCHORS.FOR FLANGE WINDO!/VS TABLE 3:ANCHORS FOR FIN WINDOWS
OTHERS,
Substrate
Min.Edge Min, min.silo I Arlin.
Anchor Substrate Anchor
7)"MATERIALS:USME FOR ANCHOR Distance Embedment Distance 'Embedment
.EVALUATIONS'WERE SOYMERN PINE,2.7 P.T.Southem Pine(SG'=:55) 1/2•' 143.le 2-112")C A 13"Box Nail P'T Southem Pine(SG:=.55) 5/16" 2-7116"
XSI-CONCRETE.AND CONCRE'f E MASONRY AO,Sheel Melal Screw, Aluminup7,6063 TS thin- 3f8" 110" 2.112"Ts.131"Common Nail P:T.Southem'Pine(SG=155)`
.UNITS COMPLYING W1TRASTM G-90, ,G5 Steel or 410 318° 2711IV
GLAZING'COMPLIES WITH;ASTM E1300 04. Steel Stud,Gr 33 min. 318" 0:0346(20 ga) 2-112"x.145"Roofing Nail P:T:Sopthem Pine(SG :W) X11- 2 7116'
Slainiess:Steel
6j'THE 113 STRESS INORFJISE WAS NOT A36 Steel 318" 11B" FX.;Southem'Ping(SG=.55) 1/2" 1-31.87
P.T.Southem:Rihe SG`=: 1/2" 1 318" Aluminum,:6053-T5 min: 316" 1/8"
USED 1N THIS'ANCHOR EVALUATION.THE ( � 1110 SEee1;SM5+
1.61OAD DURATION FAGTOR:YJAS USED 3116"Ster l Uyracon Concrete;(min:.2 7 ksi) 1 1° 5tee1 Stud,Gr.33'mtn. 318" 0:0345{20 ga)
FORTHE,EVALUATION,OF-W.00D SCREWS. Ung Doled CMU,;(ASTM G90); V. 1-t/4 A36 SIee1 WIT, 1T8."
9)_IFTHE:EXACT PRODUCT SIZE ISNOT NOTE.F,OiiAtLA{ETALSI!&5. ,tE5:5GllEWEMBEDL'.ENfStY41.L'BE�AiN,STHREADS 8EYCNDMSMEFACIIQF' E"irRAL NOT FOR ALCUCTALSOBSTRATES,SCREWEMEEWENTStfP.L1.SiMW13TnReA&8SFYOhUINSMEFALEGELV.TFFLtt:.
LISTED IN THE TABLES,ALWAYS ROUND
UPITO THE NEXT'LARGER VALUEI
TABLE 1:DESIGN PRESSORE i i I I I l'11 i
-
��� �y fl(1 i� c sr. me A,e,mc �Qe;AxW.roar�xCRwuC Am0
UVindow Buyk.Size Design t?Tessure Certification FQ J:ROSOWSKI :07110MI VINYL
Width Hdlght I+)Prf I-)P Numbers �Z ;Vacs E iw 'x a� R :. wxw�roan° a
AYrRatuBmnvtnEE ,n mrpv
96'" 60" 80 80 190i23 4 : 1y0-581p5
SHAPES MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND:OBTAINING6� 1i170 TECHNOLOGY DRIVE
DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE:TABLEON'HfS'SHEET O - $tp 8 _` NOKOMIS,FL 34271
�O FL01�tOP ��` FICERT.OFAUTH.:292e8 PICTURE WIND(7vv
` !G`• A.Lynn Miller.P.E..
��%tF`SSIQf3A� P..E,.ik5870b PW-420 NTS 1 of:3 2071011 IR
INSTALLATION 1'JITH,FLANGE FRAME
EDGE DISTANCE
S BSTR'AT
EDGE DISTANCE-4�--
EMHEDMENT
i r l SUBSTRATE ) { SUBSTRATE 4
EMBEDMENT �—J EXTERIOR.
1X,V+100D 31/4"
SHIM IT m
'Un p
SHIM
EXTERIOR EXTERIOR
FLANGE FRAME,
JAMB INSTALLATION'
FLANGE FRAME;:, FLANGE FRAME, (DIRECTLY TO SUBSTRATE)
HEAD'INSTALLATION. HEADINSTALLATION.
(USING'IX,'BU.CKSTRI►?) (DIRECTLY TO""<SUBSTRATE)
SUBSTRATE`
EXTERIOR
L�✓ . '
EXTERIOR Q EXTERIOR
SHj ,
W OD
SHIM SHIM -lit MI
FLAGE FRAME..
1X WOOD JAMB INSTALLATION 1,` ONy.LYNN gf�lcl*
1 SGENSF Q
(USING`IX BUCKSTRIR) t.
SUBSTRATE No.58705
FLANGE FRAME. .i1i1• ,)
SUBSTRATE SILL INSTALLATION ?3 s r`I'�oF Yp
(DIRECTLY TO SUBSTRATE) �%��
FLANGE.FRAME,.
SILL INSTALLATION
• L9egn,efi' Oatx hC Pttg;N'0.Wd... .. 61fAG#7Fti�.
(USING 1X BUCKSTRIP)
J.RO$Oiti'SKI 07110111 VINYL
71: -�� :�a;ns �maweerntn;��azncjfarns
nxaaanuu^se�n��smw
avr�aarrnnpct� �nrx.
INSTALLATION NOTES: - acmrrcrearsnzr:s.......
1I SEE SHEET 1 FOR SPACING REWIREMENTS, 1074TECHNOLOGY 081VE
2)SEE TABLES)AN SHEET 1 FOR ANCHORAGE ANR SUBSTRATE REQUIREN,ENTS. NOKOMIS FL 34275
3)NAX.SHIM THICKNESS TOBE114". FIGERT.OFZM:,24249 PICTURE WINDOW
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS, A. Meler„PJE.
5 FIN ANDJOR FLANGE MAY BE REMOVED'FOR EQUAL-LEG.FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS': FIX.M705 PW-420 ITS. 2,pf 9 2071014JI2
INSTALLATION WITH FIN FRAME
EMBEDMENT �--
EDGE' SUBSTRATE
DISTANCE
EDGE J SHIM L,. , o;
DISTANCE ' EXTERIOR.
EXTERIOR
J
FIN FRAME. �o ,
HEAD INSTALLATION:
SHIM
FIN FRAME.
--- - JAMB INSTALLATION SUBSTRATE,
EXTERIOR.
a
SHIMt��•Nlgb41'��,i
SUBSTRATE No 5g705
FIN FRAME. �?
STAT P .
SILL INSTALLATION. %0�� F40Rt9P ��j�w
Aam1�^ _ Ens bklp`.et IlENRANIlA'1 - Q4dlA W67,LNcD
J.ROSOWSKl 07110111. VINYL. rmr gDnrmaxss�rtravcr'
amusmmsamcua� mu
✓usrWaaarvrnavcFnes
�ame�; axc xTz+az nana�trwreeimwar
vmrumi�mAr.�nff�ssmrr�men
INSTALLATION NOTES:: �
p Ava��ar
1LSEESHEETIFORSPACItvGRE4UIREMENfS. 1070TcCHN'OLOGy'D131VE — -
2}SEE TABLE{S);ON SHEET a.FOR ANCHORAGE.AND SUBSTRATE REQUIREMENTS. KOKOMM FL 34276
3),MAX'.SHIM THICKNESSTO13E114% FCGERT.orAUTH•:29296 PICTURE WINDOW
4)GLASS SHOVVN IS FOR ILLUSTRATIVE PURPOSES ONLY ANO MAY DIFFERTO MEET DESIGN REQUIREMENTS. A Lynn M Der,R.E so a:+ArrJ: amw �°° �s{vrm, R"
5)`FIN AND/OR FLANGE MAYBE REMOVED:FOR EDUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. p.E�g7p5 PVV-420 NTS 3 of 3 2071011J13