HomeMy WebLinkAboutProduct Approval (4) i
REVIEWED FOR
M AHI-DARE CODE OO PLIA C IIAMI-DARE COUNTY
�`�`o ����� CO MRrC0NTROLSECTION
®®��I°18885 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCEC Miami;FL 33175-2474
BOARD AND CODE AmUMSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoR►v
PGT Industries,Inc.
1010 Technology Drive
North Venice,FL 34275 File, COPY
��
This NOA is being issued under the applicable rules and regulations governing the use of construction
c\� materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
v 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-Dade County)reserve the right
J to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
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. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020,
Signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision
p� stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
D a Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer'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
v no change in the applicable building code negatively affecting the performance of this product.
TERrvHNATION 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
RECEIVED to comply with any section of this NOA shall be cause for termination and removal of NOA.
0 7021 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
mitting[;.:apartmentdisplayed,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 and renews NOA#17-0630.01 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 Sifang Zhao,P.E.
"OUNTY NOA No.20-0406.03
MIAMI•DADBG r�
08/20/2020 Expiration Date: May 26,2026
Approval Date: August 20,2020
Page 1
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
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
1. 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,20.1-94
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 02/2.8/11, and addendum letter dated.05105/11, signed
and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC Ste
Edition (2014) and with FBC 6tn Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-5`b Edition (2014) and FBC-6te Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,RE.
2. Statement letter of no financial interest, dated 0.6/22/17, 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.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-1
i
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017) and with FBC 7th Edition (2020), prepared by manufacturer, dated
04/01/2020,signed and sealed by Anthony Lynn Miller;P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFI_CA_TIO_N_8_
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-611' Edition (2017) and FBC-Th Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01,issued to PGT Industries,Inc. for their Series
"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on
11/09/17 and expiring on 05/26/21.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: 6
NON-IMPACT OR LARGE AND SMALL
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FORTHE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE g
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUEAND SHOULD BE $
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD SUCKS IF USED, GENERAL NOTES...___...,._......I �,,r� 1=
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS....`. .I f]
FIGURE 1: ELEVATIONS...,........,-...,..1
MULTIPLE [—OPENING'MOTH FRVERTICAL MULL ARCHESTOBE 2)THE TYPEAND NUMBEROFANCHORS IS CRITICALTOTHE STRUCTURAL PERFORMANCE QFTHE MULLED UNITS.MUWONS MULL TO 2XV000D.....:._.,.,....,,..2MULLIONS / -� INSCRIDE01NSIDE HAVE BEEN TESTED AS'FREE-FLOATINWAND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SWILL MSTALLAULLTO ION NOTES-
2 h"
SEE DETAILS INSTALLATION NOTES_....2
ECTANGULM NOTHAVEA GAP
OF MORE THAN IWFROM THE CUP.hD•GJL SHME MULL TO MASONRY 3 N
SHEE792-t MULLTD STEEL STUO�_._.-.-3
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULLTOMULL.—
..�.___s Ti e0u9�
DESIGN PRESSURE,MUWONSARE CALCULATEDTO DEFLECT NO MORE THAN UIBO.THE113 STRESS INCREASE WAS NOTUSED ALTERNATATE CUpF--:' _4 fn
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALIAnQN......_,.4 ZO O
\\ 1 X 2 X.125 MULL SPECS 6
IX2x.375MULLSPECS 6 -1
\♦ 4)PROPFRSFJUING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
// \\ IXZ75 XAS MULL SPECS-8
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/ ; INSTRUCTIONS. iX275X.65 NULL SPECS- 8 :E it LLw
SEE DETAILS ( 11 1 X 3.125X.W MULL SPECS_9 Z -moo a.
AnlRuo: I iii I 5)USE THE COMBINED W IDTHORHQGHTOF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND IX4X.125MULLSPECS 10 m O C) o�
sAEE152+ I \SEE DETAILS ANCHORAGE FOR THE COMMON MUWON,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4 X.375TUBE MULL SPECS_11 F-. at ��
SHEETSATHRU ; pNLYTWOADJACENTUNITSATATIMEWHENUSINGTHE0ESI0NPRESSUREANDANpiORAGETABLESTHELOWESTDESIGN IX4XA78'TMULLSPECS 11 t.. Q to o
11 1 SHEETS
125 X 3.188 X 265 MULL SPECS.:12
Ili I PRESSURE OF MULTIPLEMUWONSORFENESTRATIONPRODUL75SHALLAPPLY.
OF No 12S X 325 X.100 MULL SPECS_-13 J d o.
VERT- HEIGHT 1.25X325X.624 MULLSPECS-14 Z Wx � �
MULL FOR 6)WHENFINDINGYOURSIZEINTHEMUWONTABLES,ALWAYSROUNDUPTOTHENEXTSIZESHOWNONTHETABLE(S). 125X3.94X.624 MULL SPECS_-15 Ov
LENGTH HORIZONTAL 2 X 4 X25 MULL SPECS.-,_. W Z
SEEDETAa E, MlIU. 7)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECSY. _17 <2-8
SHEEET3 BEANCHOREDPROPERLYTOTIUUJSFERLOADSTOTHESTRUCTUREANCHORSSFWLLBECOATEDORCORROSIONRFSISTANT 128X217X.126 MULL SPECS_.18 Q r C�
19 1.- N. W •--
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTID Ui AS REQUIRED TO PREVENT 9V X 3 25 SAY MULL SPECS—
IS•X325BAY MULL SPECS-.�20 Z F < rn (`n
REACTIONS. MUWON AL CUP DIMENSIONS_21-23 Q O Z � Q
EXAMPLES 162._...___--_24 F Z' p vo
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PRODUCTS MAY W °'
MUST�BEOF 9)MUWONS AND CUPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W Yov
LMNUFACfURED .CODE;AND ARE APPROVED FORIMPACT AND NON-IMPACTAPPUCATIONS.MUWONS ARE ONLYTO BE USED WITH POT! Z vJ y
_ BY CGL FENESTRATION PRODUCTS. Q O ¢ O O
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10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ j 010
�HCR20NTAL /SEE A-D.GNH 11)QUANTTTY OF UNITS WITHIN AMULTIPLE MULJFO ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
MULL SHEETSas WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES IMTH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL PRODUCT REVISED
MULL as complying with the Florida
LENGTH INSTRUCTIONS: Building CodeNOA-No. 20-0406.03
A13DITIONAL.EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINETHE DESIGN PRESSURE REQUIREMENT(LBS1Ffi)FOR THE OPENING USING THEASCE-7 STANDARD. Explmtion Date 05/26/2026
2)CHOOSE A MU WON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By ="�?
MULL I'�OPENI QWIDTH—I '1- HOR1Z MILL LEHGM- - ado Product Control
LENGTH~ I I / 3)REFER TO SHEET25TO DETERMINE IF THE WAND LOADING IS'RECTANGULAR-OR RRIANGULARIfRAPEZOIDAV.
OPEi9No 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIFP)FROM TABLES 1A THROUGH 10A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
HEFOR IGHT THE MUWON TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MUWONIS SPANNING VERTICALLY ORHORIZONTALLY).THE
/HEIGGHHTG LENGTH If HORIz VERT: MULLION CAPACITY(LBSIFM OBT/UNED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFPI FOR THE OPENING OBTAINED IN
f MULL p MULL STEP 1).
LENGTH
5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.ENItirwom
\\IfIlI111I TlI
SINGLE MUL N SINGLE MULLION ^FOR ERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBSITABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `�`�`��••-""••• �7/�//�
-4OPEN VdDiH ANCHORISUBSTRATE/ANCHOR•CUP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIRED ANCHOR � ��;•'\')CENSF '•���\
FOR VERTICAL MULL CAPACITY IS MET. Z ••.'A
'1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS _* ND.58705 ,x
FROM FIGURE ABOVE. 7)IF THE MULLION CAPACITY(LBSFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LB FOR THE
OPENING,YOU MAY USE THE"ANCHOR CAPACITYADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
CODES lSTANDAROS USED: VALUE ALOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE z0
-2020 FLORIDA BUILDING CODE(FBC),7THEDITION yZ f 02017 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBWM FOR THE FENESTRATION PRODUCT TO BE USEDAND COMPARE WITH THE FINAL MULLION % FGORIDP•.
OANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY(LBS/FPI OBTAINED FORTHE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION / S•'"•••••' G�
4ALUMINUM DESIGN MANUAL,ADM 2015 PRODUCT ASSEMBLY. /rLjSj�ONALi��`\�
6AISI 5700-16 A.LYNN N{ILLER,P.E.
-AISC 360-16 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
P.E.#58705
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DETAIL A Fs B: MuwoH I
MULLION TO 2X WOOD BUCK Mw MULUON'ATTACHED TO.1X
OR WOOD FRAMING WOOD BUCKAND MASONRY eD AND pER SUBSTRATE. �Y
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SEE TABLES 18.158 EDGElEND 'PRODUCT REVISED
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'SEE TABLES'
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0406.03
EMBEDMENT BUCIL4TRIP • a _ BY OTHERS,
w<+D ® SEE NOTE 1. Expiration Dato0512612026'
ATTA('NMEHi 1 �:
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FRONT VIEW
••� SIDE VIEW
FRONT VIEW
-MATERIAL PROPERTIES:.
INSTALLATION NOTES: Malarial MhL FY Min.F. ITIIIIII lr/l//�
Steel Screw_ 92 ksi• 120 ksl,
1)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 18-B.Screw 60 ks1 ;95 kai. EtVSF
2)QUANTITY OF ANCHORS AND MULLION 410SCTaw 90ke1 110ks1
W ••,•�
•>F;TO ANCHOR DiSTANCE,.THE CORRECT OUANTITY AND LOCATION OFANCHORS MUST BEFOLLL)YYED,REFER T'O THE TABLES ON THE FOLLOWWGSHEEfS:FOR DETAILS A•D, DBWalt/Eloo Aggr&Gato0 57 ksl 96 ksl NO.58705_ :.
EITHER THE STANDARD OR OFFSET CUP MAY BE USED. Elco UllraCon® 155 ksi 177 ksl
3/16'.DeWelt UltraCon+S 117 kst 164 ksl 0
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
1/4'DaWalt Ultm(:orl+®. 148 ksl 184 ksl Q
6' EF
089-T5 Alloninum iB kel. 22 ksl RIDt!,:
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4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. •� O
cr..3 Stoel Stud 33 kal Steel 35 Rol 1 45 kel 1 L 6)FOR MASONRY APPLICATIONS IN MULMI•DADE COUNTY,USE ONLY MIAMI-GAGE COUttiYAPPROVED EtCO ULTRACON,DEW/SLT ULTRACON+OR OtWALT/F1C01f r SS. II!11 I l l.tl L
AGGREGATOR MASONRYANCNORS. A.LYNN MILLER;P.E.
FL P.E.#58705
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DETAIL Q k+
DETAILC —1 a2sMrt, MULLIONtTOMULLON o .$
INTERSECTION. NOTES:. �:, 0 .
MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (U-CLIP 1)MAY BE INSTALLED IN.'TEO OR'CROSS F
(STANDARD CLIP SHOWN) dNTERSECTIONs: .
vnRIEs � u
BUCKSTRIP ; '2)MAY BE INSTALLED HORIZONTALLY
NOTCHEDTO I L (SHOWN)OR VERTICALLY.'
PROVIDE
CLEARANCE i BUCKSTRIP 3)SEE U-CLIP DRAWINGS,SHEETS 21-23
FORYULL 1 AND TOP VIEW FOR CORRESPONDING MULLION. .tA mz V
CIJP• MENT i BY OTHERS. W
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SEE NOTE 1 Lo
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.0 UEOISTANCE EE TABLES
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a + SIDE VIEW E ¢'
G •a . DETAIL'0: PRODUCT REVISED
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TYP.ANCHOR PFR suBSTRATE, :STEEL STUD' BaOdlnB Codo
PER SUBSTRATE. SMTABLES15438 STANDARD CLIP SHO NOA No, 20-0406.03
SEE TABLES tB.f3e ( �).
BucKsrp P STRUCTURE• Expiration Date0512612026
ANO 7YPANCHOR "By_
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BY FA SUBSTRATE, ® Mlaml-Dado ProduetControl
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E•ABEDMFM'•" ,'A: SEE NOTE I, ��• ',�:
.SNEETI. ; ~ SEESHEM
«I• .• •�OLSTANCE 21-21 FOR
MIN 2.7 K91 CONCILETEOR CMU` ., .• ' SEE TABLEB `� LOCATIONS
LBN2.7KSICOHCRBTEORCMU 10430 `�
FRONT VIEW SIDE VIEW MULLION
INSTALLATION NOTES: - - ® `L111111111///fir
t)ANCHOR EMBEDMENT TO BASE MATERIAI.SHALL BE BEYOND WALL DRESSING OR STUCCO. DI �`'�Z:O'••ICEN••��C'�'
FOR sTEECstum THINNERTHAN. SEETABLES : L Sic••.•�
FRONT VIEW 18 GA AND COMPLIANT w1TH THE FLBURDING 1B-133
O QUANTITYBECAUSE THE ANC AND MULLION IS 11 SHOWN PA TLYABO ON RE FOR ANCPICTHOR
T A:CH REPRESENTATION DISTANCE,
���,•'• '�
E,A2X HOOD BACKER YUSf,UStJ1. ND.58705
ONLY.CTQUATHE AND lOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHOR DLSTANCE;TNE � ATTACHMENT8YOTHERL *_
CORRECT QUANTITY ANDLOCATIONOFANCHORSMUSTBEFOLLOWED.REFERTOTHETABLESONTHE IOR .USE MOOD ANCHOR SPECS SIDE VIEW — " —
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CUP MAYBE USED..
NOTES: T ZO 0
3)ANCHOR HEAD,TYPE MAY BE PANHEAD,HIXHEAD OR FLATHEAD. OF
1)FOR 2X WOOD•BACKED STEELSTUDS,WOOD �����•':F<ORIDP.•G���`
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. r.ANCHOR VALUES MAY,BE USED. .. `
5)FOR MASONRY APPLICATIONS IN MUIMFDADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED 2)SEE CORRESPONDING MULLION TABLES,
ELCO ULTRACON,DEWALT ULTRACON+OR DEWALTIELCO 1W S.S.AGGREGATOR MASONRY ANCHORS.. SHEETS 5-20,FOR QUANTITY OF SCREWS: A.LYNN MILLER,P.E.
FL P.EA 68705
DETAILF: DETAILG: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATIONS F
(F•CUP) (ANGLE CLIP) (ANGLE CUP) N.
SEEDETAILSAD. Ry
SHEETS 2AND 3 FOR INSTALLATION - '30.OR45-
9 �a
TO SPECIFIC SUBSTRATES. BAY MULL
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STANDARD MULLION CLIP
coNORICHOR
DNs I SEE TABLES 18/10 � 1 z o
J1 1
i 'I rXa'ANGLE Ctw, Z %
1 �• .I 1 2PERMUWONEND.MUSTBE Q Z LV N
MULLION I I INSTALLED INSIDE OFBAY MULL :I„• F.. .Da Lp
I it 1 I j co
I I O W
ANOLECIIu, Imo" (0 y_
I 1 I INSIOEOF YULL
mO xUUST
b m�
i
'-,,_TYP.ANCHOR b PRODUCT REVISED
PER SUBSTRATE, as complying with the Florida
SEE TABLES I6•138 Building Code.
INTDYY00D, NOA-No. 20-0406.03
STE(f a'�M Expiration Date 65/2612026
IMONOOD,SiEEI, STANDARD CLIP TOREEXTT:RIOROR MASONRY EXTERIOR
AWM•CMU OR MASONRY 'MODIFIED ULFlELD.
13Y
EXTERIOR �; ®_ MLamWade Product Control
® I ® INTONOOD.STEEL•
® ® ALLM.CMUORMASONRY EDOE
O'
DISTANCE
PER:
EDGE ANCHOR LLLILII III!/��
pFnµCHORINS
E NOTES FOR INSTALLATION OPTION O 6 H:
1)USE 2ANGLE CLIPS PER MULLION END:CUPS MUST BE INSERTED INSIDE OF MULLION Q, '•,P
NOTES FOR INSTALLATION OPTIONS F., No.5B705 t
1)DETAILISNOTAPPLICABLEFORTHESAYORI.261-X2.11•XA25'MUWON. 2)DETAILG.SEE TABLES IB•14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE _ T'
.LOCATIONS: --O `
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. ��
3)DETAIL H:SEE TABLES I5B.OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �0,�'•• TATE F
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS P.PU APPLICATION. LOCATIONS. ���s':F<ORIDP•.•'G1�`:
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 1A
Mullion Capacity Table .ANCHOR CAPACITY A '
Opanbl9 wldtlf(forteWca*spanirgumMom)drOponhlg Ho(ght((orlpdmrt0*GPBm6ghH9an5) ADJUSTMENT FORMULA.-
bob E' o
F
sem Tom Bob.- so in f11om 12ae1„ uom tsom . ANCHOR CAP::..
ji
7radrdm9. Reaangdor ir�arrnw+g RrcWngdsr 'Tapfrda0y. RaIu TaWrdaay... .w. . . - 1j.p '�j
1 x2x.12r. Losdh9 Lo0d119 .lmdn0 LosdnO' loed119 140d0➢: Loa�w toadl0 L-aft! LaIft 'eft
n 9p.:� ,.Tm�p(r goctmgdur ;.Tm np :�ale��r� T )X'�MULLION CAP.,,•,,,�,�
amTuba
Mullion a _ '� .� . :... -a ' =ANCHOR CAP._ �
'IL s- a s .s � s� s N
� � � a " I � 1 a a a :USE THIS FORMULA TOCBTAIN 0.dr�' 3� a� -� ;� dy d d .� � t THE•ANCHORCAPACm to ��s d s f o @ dP REQUIRED°CORRESPONDINGO
42h . 129.5 322 932. 40B 1154 m 78.9 40 107.8 321 69A 403 Ili" .310 GL1 408 104.0 319 51" - TGANACTUAL�PRFSSURE _ �
:A09 1010 319::40b :405 1010 .]19 '3BA 100 101.0 718 340 400, �104.0 318 REQUIREMENP,FORTHE
4eh 74A" 312 83.0 250 624 312 73A 2M. US 3R 8r.o.+ZtB: 46B 312 632, '245. 41A Jt2 51.3. 244."02440 '244, ;312 112 elA 244.�2ae' 312: 67A ZN 234 312•"81.0 2N :.OPENING,WHEH T7IS LOWER _1SO.B23h 6].9 2e1 70.8 231 632 lei 6'tS .27e 45.6 251 60.7 724: '3BA let 521 222. 35S 281' S41 22D 219' .2B.8': '�1', 19.] :�19+ '.228' 2e1 l9.] zf9 20.0. 28t 49.3 219 THAN THE MULLION CAPACITY �A Z(FROM THETABLE)OFTHE W Q
541n 528 247 57.5 207 43.9 247 49.8 202 37A 247 44.6 160 no 247 415. Joe. 292 247 30A. 104. 193_ 21.9 247 3S1 �193, ILL 247 3LI 103 .111 -247 35.1 i1B] CO'SELECTED MUWON.RWE cr)60h 39.{ 200 412 1T0 ]20 200. 35A .I68 ?1A 7D0 71S .tm. 24A 200 Z09 169 21.3 200 27.1, 1599 157. 16A 2M 25.0 156 YIELDAMINIMUM ANCHOR tD
63h 23.1 Ili 35.7 165 27.6 191 70] 152 217 tei. 2t9 f49 20.7 16f .245� 145. ieA mt 22A 14s. 7 ua CAPACITY WHICH MAYBE Z
' UStD TO QtIAUFYADDITIONAL 7 1: O
.5 fdm 2a.e IN 3" 142 24A 165 29.1 139 3a5 a69 23.1 138 1la 165 21A 734' ANCHOR OPTIONS FROM THE ? In q a W
721n, 22.2 139 23.3 120 JIL5 139 1" lie 15.a 1]9 47.5 116 ANCHOR CAPACITY TABLE
761n 15.9 125 19.7 10B 15.7 125 18A 11A J.IL o ZQ
Q J O
CO
7eh 77.6 110 1&2 10{ Z ? Q
Q •2 Zjy� t�D
O 90 TABLE 1B inS
SWolala: 27k rmclas 3k� 33k 1c,C. .Ho1or CAfU F91od C16t1 IT Wmd Mced rl3 �-
Anchor Amrm 3116•Eko tu•Eku 31/8•n w" Ve MW4o 6116•Elco 3/78'E1co Ur Eks 311E DdVO LPDoWaO 11r58Elco 517e•Eko IWSSEko WOStesl.'0/2814s1 H2 riled W
Capacity unu- ue,om uhacros .7mmM .115r4co3- imcai um- tAI_. -t9h1ca1• AQg1eG�trr utrao,l'. A9gcGol. 6aew(G5)Saes(G5) S-(GM: F C4 N 0)
(Ib5) EdW 13s1a4w li0k 1• 1 1 27rr T' 2-10 i• 2-112 1• -242' 3•tfB' t• 24'
C . T b112' r .&t/2 1' ,z-.112 -2 .3-v8• 2 :a48" r'o.6 '0324T U X
Eubwnmd 9a "1-3w• i-sr talc 1-2w 1ar4• • .tau• 141W 1af4• 2 - .1.1/4- -7•llr f-1/r 1.1/4' Wm�
r �i-vr' 7.11r: 1.1/r .1.IW �7 ;1.V8•� 1.118'. wdm • Z y2Arcicw®43WRAid.O.Cf st4aladalkhcl UgtFiyl 399 Ws. 380b 450 Ws .88011s ]fobs wDIDc 22oWs 67a is leanits T70kr 280 Wa 39i Ws Tao®a1 '3m is 580bs '37403.. 66103 899On 341 Ws! 442Wc 6W ts. tO rO
4 Am6aaD 1.16.4h QC.I6fandyd(arClOwl)llip(Fl0.27 4BOIDs .700m WA WA .3DIos 12rA Unt '3rolac. WA WA ,RYA , 38o W6 WA'. WA bs WA NW WA WA WA' �'86l WsBB5tos- 1t2015sm7B01ts 780 kb ®O bs 156093 Mo im 12WIt. 440Ws,. 17400s /e9eB3 S4093 650 ks WA 7001. ba 640k. 11BOWs 748 bs: B80 B3 IBMIla, •602Ws M58a lima.2A.h-4]0.4S A0A O.0 1 UC9A W.12TN3n(Fly 4k WA, WA. WA WA .WA WA WA WA WA WA "WA WA WA 'WA NA WA WA WA WA WA 715 a s1 Arc)vl F-Qp(Fiy e) 19o1os 193ks 225 V' 4450.s 165Ws 31500 11OWs 433L& 822W0. 173 ks 14a on 177 Ws 3ro as a -,160bs 2901t3 107as 3329a031PRODUCT REVISED
2 Auis 01./5•Mh O.C/Fdip ek 240Ws 35903 WA WA -160063003 .105 Ws. WA WA WA 190bs WA WA - WA WA .WA WA WA 711 bs 4421ts 30003 as complying with the Florida
Building Code
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VAWESAS THE STANDARD CUP. NOA-No.- 20.0406.03.
Explratlon'Dato 05126/2026
By. c%%1
FIGURE 1: FIGURE 2• TABLE NOTES: Mluml-Dodo Product Control
• 1)SEE SHEEr1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .--I coocr r-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOTOR OPENING WIDTHS ISALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE:FOREXACT DIMMSION%SEE SHEETS 21;23..
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. 2.00fY t 1'11 1111
FIGURES SHOW SUGGESTED,APPROMMATE,HOLE LOCATIONS.
ANGLE CUP MUST BE USED IN PAIRS. .125" ���1 ANY'LYAII�
4)SUBSTRATES:CONCRETE SHALLCONFORMTOACI301 SPECIFICATIONS.HOLLOWANDGROUT„-FILLED :�'C�•'�tCENS••��4'
CONCRETE BLOCK UNIT'(CMU)SHALL CONFORM M ASTM C-M WOODSHALL BE PRESSURE-TREATED
FIGURE4: FIGURE 5: FIGURE B: .YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM;OF.12S 1 Qr ••.1) L_
• THK:K.STEELSSTUDS TO BEA MINIMUM GRADE 33 AND.045•,THICK(18 GAUGE).STRUCLIRALSTEELTO BEAT 1"%2'X.12S MUWON :�; No.58705
LEAST,125•THICKAND A3B.AlJ:ANCHORS INTO METAI:SHALL EXTENDAT LFJAST3 SCREWTHREAD3 BEYOND. /CA
• THE MATERIAL(MO ANCHORS INTO WOOD MAY BE STEEL,IM S.S.OR 410 S.S. •O: (�( !7---�
0��:• iT OF !V
, s
A.MN MiLLtER,P.E.
FL P.E#587D5
TABLE 2A
L1W0on Capacity Table
ANCHOR CAPACITY
Opening Widul(7orveMca*6Mpharr1 nudlorm)or Opening Haig ht(for ll0dmMatNpamhfg MLOolls) ADJUSTMENT FORMULA- 94:
SOh eoh ,.Opening
.mh so In 100 in 120In 140h 160in ANCHOR CAP:,o, -. r
Rec191pum7 71ap1f0anp. Radmpdd TlaWiddg. RedarwuWr TdWTdan9. ReclanBAm Traormog. R-tugufa ,TWTdon9. Red-M Ur, ,T.pff B -�RalwaWd ..:TIONTAag. It. nO" T. (DP_) ^"� j`•• G
17c2ta75 l N' 14mNig L-m9 L-fto tcmin9 Lmd�a Lwaa9 1mmn9 ...ft tmo',o Waim6. RataMuLv i1°"a ( MUWON Laxinp L-&Q Laa®tg: - Laadv0 Loaft LM&M L-dkV Lwdlip gxmmon w
Aurn.Tu� £ & L S Tull
A & x_ r �_ _y r_ x r ra �_ r a. r r r r raANCHORCAP.,s g tr 5 g '� a5 8 ' . USETHIS FORMULATO OBTAIN da.a Ld
a s� 1: v• 5� yg TNE%1NCHORCAPACITY r/) P�fo� 1-
7 '� s �' � •¢ REQUIRED`CORRESPONDING 0
42h 1740 82I1 7740 435 161.3 6lfL 1Tf10 .47E u%7 ea 17a0 Soo 773E f� tnis 615:. tm9 get' Iefl9 bl7 B1B' tffi 76flB 'S17 75.7 6m 16flB,517 'S49. '662--16fl9 SIT 567 00 16fl9 617 TO AN ACTUAL PRESSURE
CO h. 1218 507 13fl0 4/9 101.4 5W 1712 410 'Sfl9 S07 10fl7 ,4m 7fl0 -W /026 :399- 67.6 'S47 '916 .397 60.8 50T '910 :39S. 50.7 WT.. 59.n i3W :43.4• Say. MC- 398 .360 :507 99.0• 398'. REQUIREMENT FOR THE.. ;J Q
OPENING,WHEN IT IS.LOWER : 2 fiae'25h 1037 456 7746 379- 8fl4 45S 09.9 971 '741 :458 fia5 38/' 64B 499 018 380 5T8 4�$ 913': :357 6LS 458: 640 358. 432• 459. B40 356 37.0. 458' BOA am .32.4 456 :Sao 358
(FROM THE
CAPACITY W ' z
51h 644 4m. W.3 316 772 4m, 50.9 '379 .610 4m T27 732 514 4m eT! 31B• t73 4m 540 316 127 4m 823 .314 93e 4m" 61A :l13 -m.S 4m CIA 313 --T 4m 'at.a 313 '(FROM THE TABLE)OFTHE W 00 Q
-. SELECTEDMUWON.fiWILL 'm Cl)
soh 823 324 50b 215 eLB 374 87.E ,Zro 4l6 724 e72 -28/ 3fl9 .324 4fl9' ZO 346 324 43.9. 257 31.1- 224. 420 .255 21ia: 37A: 40.6 .253 222- 324' 4as Z9 1fl5 32A 40.6• 2S1 .-SELEYIEL TEDMULMANCHWI m
6Sh 618 291 67A 252 Ole 2e4 48,2 OR
'245 Sal 294 RB 241, 33.6. '294 US 237 .249 204. 37.1 234 '2SO ,294 3S2 232. a.4 PN:, 33.5 '230 .192 20/. 314, 230 .14e 291 334 �2m ,CAPACITY WHICH MAY BE 2
= f61n 46.6 250 49.6 230 .Ua 2B5 424 ,m 314 1B6 31.5 m 2B2 26B ell .210 2fl0 208 31.6. 215:. 214 25a 248: .2U 19.6 260, 21.0 :210 1a7 260 27.1 209 14B .26E :27.7 USED TO QUALIFY ADDITIONAL !ice
72In 3fl0 228. 379 ISO 340 225 322 lin -257 m 29.4 180 225 .27E 2fie 183 2IlD 276 D.6 152. -ANCHOR"OPTIONS FROMTHE Z ,U n m 1!0
1&0 225, _,22.1 .160 1fi0 22f 2a3 :An .12.0 .22b: 186' ,ITS 11.3 �.225� ,149'. 170� .ANCHOR CAPACITY TABLE. ''g w f 7Bh Sae 202 32O 177 216- 202 272 '173 21B � 21B 170 19.2 202 21.5' IM 17.0 2c2 %7 165 113 2M 1fl4- 16A: -125 tiQ: 1fl7 ;tm .1a9 '202 15.8 .1b5 fl8 702..15.8. 145', .=.1 N To 1. 243 192 ?9A 16B 218 192 25.1 1Y 2D2 172 220 -782 17.T1.101 tfl7 159 1fi7 192 :7a1 15/ 742 :192 �:1flB ASS 11.8 102 153 152, r10.1 1222, 144 15D ?fl9 i192, .142' �160 ,a
J
mh 7fl5 1M 79A 178 1fi4 1N 141 129 = Q CD
89h 152 727 ISA 113 � Ci
w X
SudlcVe: 27k CaxR14 3c Cmade 464 Ca& H.Sm 7AU tied cmu PT W000 t/eW W. cV rn (n
Anchor 3n9•Elco 114-Eta 3n�DaNaO 1/rom.4 SfUr Elco 31ur Eta 1/4•Eka 3"C 0dm Vr�WAI Vr 531lca!N6•Eko 114•SSOm 01061etl tn25lee1 N1291etl V X ,Q
Capacity � ulxxon Uaccal Uarmm� LOKent 114mm,. Lao= Mccao uRstva. U&smr A92moax UOccm A9geaacr.9 c CGS)SIM(W S.=(GS) .Q..- z ;17 0
(Ibs) EUDmlamce hT 1• 24? Y. 2-V2' V 2-1Ir Y .2-tr7 . 171W T 2-11T V 2.12 P 24&, 1'- -2.1? 1 2. +,3•1hr .;2 �C48•' a51• 0.324` O• mr rD
F4d0ed000(h 1414 7a1r 15Y• '1.'Y-T" 13r4• 1a14' 1,Yr 7Jfr, z .1-w• tAu- 1.114• -tar: 1.11V I-Lr.. 1N4• .1-1/4•. 1•Vr 1-Vr :2• 1318• I-" mm '� _ £I
2AncNa®4T6•L74c O.C./Stalda0d041d f2p 07017 3m Ys 99DR 4m wo Om 109 31010E 6Lms 27D1 I 6!0@s 7644 is 27010E 2EOfo6 .3l4105 740 as 23010s 3ro ms 320m9 �5B0 m9 374 Ds 6546 84610s 341 ms 442106 6®ms 0.3
4Anctma I.1fr lAla QG/St dad Tr Odd)COP ft Aaa ms 211m N/A WA =Ibs CEOan 37011s IVA WA NIA 3m us WA WA WA 740 an WA WA .NSA WA WA 6E2 ms SOMS luaus PRODUCT-REVISED
4ARMIS fN 3'NIa O.C./Tg24SA101eOlps/ffky!)' 760®s 780 ms 6B04a ism ms am IM. I=ma 440 ms' 17400a 16a6as 51026 5m ms ILIA 7®ma 460lbs 740In GUMS 77®ms .743 ta: Sao as 1892lbs 6020s 68505'. 1120os
2 Anc0al!®0.49'NI4 O.C:2U-0Ip Wo.12YAlua.-p=i¢ Wq taA N/A WA WA WA WA WA N/A. WA WA NfA WA NIA W0. NIA WA NIA. NIA N1A WA' WA 7158a nO Co111plyhlg With tho Flarlda
eullding Codo
i AlCh"I Qb 079 195 as 1S5b mltn 44Sm 155111s 315ms 1101m 4761fs BZ20a 73510f 140 Es 17f 116. 3ro ms 7f6104 :1B5 Qa 1m101. 2m am 1Bl C5 59210s 47l Ds trams 721 ms .?BD hs NOA-No.. 20-0406.03
2A1c101sf9l"Ll".11ci Q¢(Fl0.5):.240 IM 3`fl Im Nat WA 1®tls'- 670 m9 I.. WA tVA WA lm hs WA WA WA 370ms NIA 'WA NIA WA Nat .341 ms 442ms 5600E
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. Expiration Data 06/26/2026
By ✓�
M.-Dade Pro UCt Control
FIGURE 1: FIGURE 2: TABLE NOTES:
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING TTIE TAE LES AND.SHEET26'FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000' r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWNARE NOTTO SCALE TOR EXACT DIMENSIONS,SEE SHEETS11-23. 11)U!l i l J 7 rl1/
HOLES TOZE ORII I En IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHlO:'T521.23. Z'000"
\` O 7 ��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ` .���••`,CEySF
ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.,HOLLOW AND GROU TILLEDL
CONCRETE BLACK UNIT(CMU)SHALL CONFORM_TO ASTM IS60.WOOD SHALL BE PRESSURE-TREATED No,5870E
FIGURE4. FIGURE& FIGURE& YELLOWSOUTHERN PINE WITH ANSOOF0.65-ALUMINUM SHALL BE6083-TSANDBEA MINIMUM'OF:125'• _
THICK STEEL STUDS TO.BEA MINIMUM GRADE 33'AND.045•THICK(18GAUGE):STRUCTURAL STEEL TOBEAT 1•X2'X•375'MUWON
LEAST.125'THICK ANDA38.ALLANCHORS INTO METAL SHALL EXTEND ATLPAsT3SCREWTHRFADSBEYOND O fAi p O
• THE MATERIAL.#108#12 ANCHORS INTO WOOD MAY'BESTEEL,18.8SS.OR410SS. � ) S,
,
"I"IONAL
A LYNN MILLER RE
FL P.E.#58705
TABLE 3A
Opening H (forve4tuWonCapae Tabes =)r x ANCHOR CAPACITY9 pgg ( ramra"alnn A �
axaces) _ ADJUSTMENT FORMULA: �' o Sain fah 70N OOh ) gain 10010 12ah 140N 1wIn g
1X276X Raa111WA' T"Wdag. R--MM'La T'WTd.% Ratmpdar h -09. Wdmp, -n.••,-1 -Trgad u. Racttnmtr lbplTiLtiO, Ratvy irN7taY• T1aWitbny, n�.swti hroL7'aons. (O:u)X.rXCHORCAP_,e,,,,,� �L? F
.376A11Iff1 lasime losttg La-doe loadap lcadlq Imd74 1®ffa9 losdro faeft � Inane �41 lodng {mdna Lmft L-tag tondos to-dos MUWONGAP..,-•- n
Tube Aa 'yr, t' £ IR a 'a '� -.. •J ... �.- iJ L' TJ aF.. .� .. a 6' =ANCHORCAP._Mullion ox z
6 $e fi p, Er+ 9� $ 6$ ¢§ 6 6 6 qg (711
USE THIS FORMULA TO OBTAIN jj
� g6� 6� 6 21' fi THE ANCHOR CAPACITY a E F
¢ s d `1. d d f a 1p 2@ d m a REQUIRED"CORRESPONDING O n
42h 110.0 610 170.0 436 170.0 70 "Ro 475 170.0 am 170.0 sae 170.0 992 1mA 579 170A file 170.0 621 170.0 1240 170.0 52t 14a7 13M -170.0 s21 1aA 13% 170,0 set 1119 /301 17m 521 -TO AN ACTUAL PRESSURE �
491n 170,o T00 170.0 SZ{ 170.0 M. 56/ AO.o 9M 1700 �' 170A 1133 170.0 661 15f.0 1129 17m 677 IMS 1139 17a0 6M 113.9 1132 170,0 660 97.6 1139 170.0 6W' a5.4 1139 I7m Epp REQUIREMENT FOR THE
OPENING,.WHEN IT IS LOWER x W.615N 77m 747 170.0 SW 1TOA 8s9 170.0 fill 787.8 1032 /lap as4 14a.a 1032 17MG 723 130.5 1032 17m 747 117A 1032 170.0 756 97.9 1e32 170,01 756 812 1032 170.0 75e 73.4 I= 170.0 7s6 THAN THE MULLION CAPACITY Z
64ti 170A 797 170.0 912 181.7 001 170.0 481 13a2 8W fe1.7 730 120.9 907 LW 721 107.5 9a7 715A 7t4 9Qe 907 141.1 710 0U 9W 14010 Tog 611 907 140.0 7a9 BO.s 807 14aA 7a9 (FROM THETABLE)OFTHE W n Q
SELECTED MUWON.fiWILL m n
60in 141.1 '135 1515 825 117A AS iM3 fill IOU 735 I/d0 599 aa2 M5 1062 5M 7a.4 735 It9S 5M 70.6 735 95.1 S7a Su 7W 91.8 574 60A 735 et.a 674 44.1 T35 91A 574 F Cn m W
YIELD A MINIMUM ANCHOR
67In 121A W 17oA 570 101.8 6w 1115 5a7 RA tDa. 9a9 547 792 6w 20.1 SL ar.7 aw 03.9 531 W.9 sop 79A 52a` 50A SO 75A 521 43.5 69E 759 621 '30.1 � 75Z 521 CAPACITY WHICH MAYBE (/) Z
USED TO QUALIFY ADDITIONAL p
wN 106A dal 1124 572 w.] am eel sit 75.7 W7 iHA Sol B.2 eQ7. 7/.1 {97 5a9 607 71s 4M 53.5 e07 B7,e 431 442 W WA A76 37.9 607' SIT 474 32.1 M7 0-7 474 LU� W,g ANCHOR OPTIONS FROM THE ,? 1]
72Ina 61.6 453 55A 443 8e.0 S10 73D {31 5R3 10 6/3 478 51.0 510 S/A 419 45.4 510 53.3 413 4" 510 Soo 4w 34.0 510 459 402 �292 510 MA' 309 25S 510 -44.3. 3M ANCHOR CAPACITYTABLE '� rp§ �. rr
mN 60.4 45a 72S iw 67A 4M a1.7 392 49.0 4m 54.1 3e5 43A 4m 4as 3m 3a6 45S 44.e 313� 34.7 45S 41.8 3w Z9.9 45a. 37.7 ]92 24A 458. 36.0 158 21.7 458 75.7 358 J J o `u y�Q
min 842 435 6T-0 351 53.5 475 54B 173 45.9 475 40.e Spa 40,1 435 44.7 .� 3A7 435 4a9 355 321 435 3Lf 751 ffia 475 34.{ 314 229, 435 J2S 341 20.1435 322 310 ¢ tT.. N
F Q N N
Bain 41.8 3A 43.1 290 ale 327 3eA 2a9 7319 327 31A 2w 29.1 >II 2e] 27S 232 ]ZI 25.7 Z/1 T0.9 327 217 28II 17A 727 2IA 262 14A 327 10.3 250 UT
961. 34.4 2n 35A 257 2R7 297 29.0 252 7A.9 2a7 2m ua 21.0 2n 211 24{ i4t 287 20.9 210 172 1m 192 237 14A 2e7 199,. 232 n Z
iOSN 242 227 21.7 205 20.2 227 1 7A.6 201 17.3 227 11t0 tsa 15.1 10.0 195
X�
III N 223 215 22.7 194 tab 215 19.1 191 169 215 106 t- (y 1t3
120In 17A ta{ 17A 167 lY (N Y
U X Q O O
TABLE 36 Z
Mew $ eo
SWIfi-1+: 2.7k CoricraL 3;Corc 7a 3,5t Cole. NaOo�CMU Filed CMU weed maw
Anchor Anchor TYPs: 3HE Be. 11r Elea y16-ow t yr,OeWm rJ1E Elea 311E Elm W'Bco 311E WW4ll 1Ir 0eWa11 11CSSBee 5/t6•BCo v4•SSEIm 0103beei 912SW 012516M
CaparJty ullrcat ltsacon uttsm. t.119ron4 149ac-n Utrnn-r1 tp6xon DOamn4 unLlcan As9ttralm We— AggeGna S-(e5)6-(c5L Sam(GM. PRODUCT RL3VISIyD
Qbs) Edge Ottnnw MlgA
.17I t• ztrl t• 2i2' t• alft 3t7E 1• 2.112• f• z4rl 1• 2-ll2' 1• a12' S 3-ve 2• 0.4 0SP AZV• as comptYln9 lvhh the Florida
E.ftdocal Ml: W!r lair' 1-34• 1-1r 131r 1.31r 1S1r 21 1-1lr 14W 1.1lr I-ve 1n1r. I•Vr i-vr I.IW I-fir 1_IW r i-W 1.31E vain Bulldlag Cod,
2An:Mn41)4.7EW,LQQlSIoryWd-1OBsl riD IF4F 1lloch su IOo LOG 3100s 630b 220 Ns amb 15%lbs Tmb 2WIM 334b 740 R* 230b 370b 3201bs 65ob 3741b3 w4b 94eas 341W. a9211s fiwb NOA-No. 20-0406.03
4AnU-0I.IWUkL QQ lg6lodyd(orgbt)rapp'%277wb MA WA 32D ms Imo[be 3m ne WA WA WA 3wb WA WA WA 740b WA WA WA WA WA 602 Ui 8951bs 1120Ito
4 AMMQ3•MSL O.Q!(21295 Ao9-Dlpo 10:43k7N0s 5m Im 15600m am'b& 12fAlbs 4401m 77401b- lR)o on SIR rm 5501. WA 7m 1b. 4609.• 7400¢ Smlm !1602. 7459. apOb fem�s ON Ito mms 1120M Expiration Date 06/26/2026
2 Antlers&0.4E Ren O.QlUCOp Wo.123'AIum IF10.4TWA N/A WA WA' WA. WA WA WA WA WA NIA WA MA - WA - WA N/AWA WA WA WA N/A 715b Ey -�?
t Anchul FaiP lFl0.41959- WWI 445Hn 155Lbs 315b 110fta435b e?2b 136b 140M. 177 ae 3701-e 115" 1s515a 100 M. 2w on 167h 332to .4730e tmb 2211hs 2w 0m MIamF-Dodo ProductControl
2NchwaO.G)r-i9pLFl&6k150b WA WA 1B0as WOb IN its WA WA WA Iwito WA WA NIA 370b WA WA WA WA WA 34/b 4421bsANOTE:FOR THE OFFS CUP,USE THE SAME ANA N AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE2• TABLE NOTES:
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.
FIGURE 3: 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
F3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOREXACT DIMENSIONS,SEE SHEETS 21-23. •2.75(P /``�t'�:' 4LCENgF•;�C!_:'
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No,58705 '`•fC�1�`` C
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. TY-
ANGLE CUP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED
FIGURE 4: FIGURE 5: FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM COO.WOOD SHALL BE PRESSURE-TREATED 37'A %�O STATE F 0
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TSAND BE AMINIMUM OF.125•
THICK:STEEL STUDS TO BE AMfNIMUM GRADE 33AND.046"THICK(IB GAUGE).STRUCTURAL
STEELTOBEAT 1'x276P'Xa7sMUW0 ii��••'•F�ORIDP,.•'•�C� �
LEAST.12V THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDATLEA3SCRTHREADSBEYOND
LEAST EW
• THE MATERIAL..010 6 012 ANCHORS INTO WOOD MAY BE STEEL,I"S,S.OR 410 S.S. �r7l�NAL 1E I11
A.LYN ILL ER,P.E.
FL P.E. 58705
TABLE 4A
Mumon Capacity Tubb
ANOR CAPACITY
Opening Width(farvmlicayo-ap�ilgna8ons)D7Opanlna Height(forholtzOrYnly-spamingmUlons) ADJUSSTTMENTFORMULA* n. 2
5014 60 in is in 8oN 901n. 100N t20k1 1401. 160h !ANCHOR CAP.;,v,,,, �,
1%2761 RoatonFAM Tnpmlan0,
Ractanaw" Tiapinl-4n Ralma4aw Thvm-u- wA-plw' Tnprrd-o. Ractmpaw 7-011)an0.'.' Pkk. puiar. ToplTdong h4annpular TinplTdmn l-wad., ThpRdap, ..RacWoff 'TONrdma (DP_)X:\MUWON .-
.660AWta LoadnO toadn0 LnadOa t0Bd09 InadhO' -loadval9- LmOnp LmdnO, loadtq 'ldodtp Lmdip lood0p U-ft- L-ft. "-taa0lq laidn9:' -ft ldadnp.
Tube £ P r a r a. n A n n a n a Z.
c .. z� g zg,. a. a.. a., ag.. a aa,. cg a Manion u �� 8 �� � d S� d G "o' � gi ��. d� YrB USE THIS FORMULA TO OBTAIN B U lL
gTHE:•ANCHOR CAPACRY to m D_
REQUIRED".CORRESPONDING p
421. 170.0 120 170.0435 MA 744• 17a0 478 17a0 M. .1700 ,We I= W. 17a ,n 0:su 17a0 1118. on �521 170� 1240 I7a0 �-521 17a0 '1455 170� .521 158.7 �1620 17a0 621 13&5 .152a. 170.0 !M 'TO AN'ACTUAL PRESSURE.
R'
REQUIREMFJ4i T-0RTHEe.
48h 1700 705.- I700 524 IT 050 17MG -564 170.0 902 17ao Bm 17a.0 �1133 *170.0 '661 1711E 1275 170.0 On 170D 1417 170A �680 141.7 1417 170D �A80 121S .1417 :17MO�680 �106.3 1417 170.0�E50. OPENING,WHEN RIS.LOWER t Z 2
Sa52Sln 170D 747 I700 :Ua n0A No 1170.0 of nao 1915 170.0 804- .1170E 1195 170.0 •7D, 'THANTHE MULLION CAPACITY ;� ()
1tR5 1280 noL 747 1463 1285 170.0 ;755 .121.0 12BB WO.D 758 10" 1205 T70.0 750- 91.4 1280 17a0 759'. - S Z
'(FROM THE TABLE)OFTHE 'W o
54N t70A 797 nao 612 1i0A 95a nao-69I 17a0 .1118 170.0 .764 150.7 11m 170A, .;a07. 1719 113a trap ;fin 120.E 1130 17a,9 'a56 16o.5 11m 170E 'e01 '80A 1130 Imp ,aw 75.3 1130 170.0 �061 .SELECTED MUWON:IT WILL ;03 M
60N 170.0 B85 1Ta0 701 14&6 91& 1Q.7 781 1255 815 1445 .718 100E 015 1323 725. 979 916 123E 720 •679 016 11&6 •:720- .772, 916' 114A 1.716 Wr OW 114.4 715 64L 015 114.4 �715: -YIELD A'MINIMUMANCHOR •(- m W
83b 151.0 Om. tOtA .710 IZaS W0 730E am IOU 030 7232 661 94L. '630, 112.2 �8/0� 84.4� em 1042 �pe2 �75.9 830 W4 -655 ;633 5m 9/S &9 '642��030 94.1i �8/9 47A am '84.1 64B 'CAPACITY WHICH MAY BE ��'fA Z
USED TOdUALIFYADDm0NAL i.� U p
6861 =I 757 140.0 &50 00.0 757 11116 636 90 767 1059 :,824 a2S 757 9&1 614, 73A .757 MI •em:. eta 7S7 842 -Soo 610 757 799 .6fo `472 757' T62 ,69i t13 .757 7t12-. 601 .ANCHOR OPTIONS FROM THE Z LU �• W
ANCHORCAPAC17YTABLE !A ggggg' Np
j 721n 101.7 SM 100.0 .552 54.0 030 21.0 -640 7z7 a36 :Bal 5M mA 5'JB 722 621 5&5 636 56.5 14 .5a9 06 @.3 SOa 424 M' 572 '500 3".-'67C 553 497 '31.5 618 552' '{97 `J ca O �¢
78In B&5 571 90.4 408 Mt 571 7&0 488- 0. 67.4 470 54.1, 571 OU, 47t 40A 5T1 "SSS' ,454 .4A2. 67t. 51.8 459; 35.0 671 BOA j151 3a8' .57t 44S 447- 27A -571 MSS 410 i,¢ .2
781n 4a0 9R OX4 474 66.7 542 7a0 :455 57.1 54Z' aZ1 450:. 'd/L. 542. 55.7 -.449 4U SU, 51.0 442 4a0. 5a 47.6 437'..:373 542 _429 '429 48L. 542�. 40.0 425 2LO 50 .40,1- 423 '1- M .--
V3
00N 621 407 63.7 361 143.4 407 45.4 ..355 372 407 38D 3/9 •325 407 353 343 249 407 321 '.335: 21LO 497 %6 334 21.7 40l 21L1 3n 110L•-407 241 772 1&3 407 ;23.0' 319 .a l� Z
06ln 429 356 1 M 356 350 372 -314 3a7 356. 32A 709 '28.5 356 266• :304 215
tiO1511Nn Z7 . '.2B1 .3W 2r 179 35 210 .288 .15 W 1n
Et ' O
eat 3a0 7s 25.1 X 9
251 . 8 . 47 2 3
.6 afi p
267 263 742 23.1 267 21S 238 159 W 20.6 2L5. 173 257 ta.3 231 15A 267. 18S 2Z5, N m 552
120N 22A 2n ZL3 209 -18.3' Z% 1OL 205 15.7 220 182 202
U X
TABLE 4B ${�z`
m0 0
Swntmla. -27k C4waae: 3k C4aala1a 35k Cato. Hwm ctAu RNA
'PT Wand mcml
Anchor Ata;Inr7YPa 3nWEke 1WON 311B••DewaO VC DeWa1 611C Sw 3116'FJao 11r Elw 311WMWOU ur 0aWa5. 1/4.OSe-N16•Eleoo 0106W W26U:d M28W 6
Ca)3aelty um m ullmcm wm m Mown. U59cm u=m UOncm Gatankl.. u3mcm." AMMaapr'•U11nan Scm7(66)Sam(G5) Scmw(W). PRODUCT REVISED
(Ib0) EOpa 131aLvra MY 7' b17 1'. ZUT 1- 2.11T T S7rz* -3•vw .1' 2-117' 1' 2-Ur V z-1?.. /' 2-11Z 2 3.vrMAW a-m. a324- as complyylnB with th0 Florida
Embad,nN On 'I W talr IStr' '1-W 1.3w 184' W1r I-xv Z•' 'I-ur i-vr-' 1-Ur I.17r 1-v4' 1-vr 1-ur 1-Vr. 1-vr 1-t/rAaw I-W Wd. Building CodO
2AOMmfg4.76'Ma O.a'/6ttmdadwOBcct COp(F1a 17 390IDS 390�' 450ae d30lbs 3101W 6to as 2201ba 5701b3 10441ba. 2700a 2a01Da 3541ba 7400a- 23O9a 370 VA .MMM. SWlbs 374 Um 064Ls 341 a. 4420. tf00M. NDA-No. 20.D406.03
4Acton®1.iSLikLO.C-IStmdad(wCta )Clp Ma.2Y_40016s. 700 t. WA - WA 32016a 120015c 3MM WA WA WA 3W me WA . WA WA 740W WA- WA ,WA WAemu 095 1120ma 1:nptmtIon Date 0512 6120 2 64 Analpia®7Mtt O-C!(2)2a5A11Ol9 011a/(F7gJY 7W I0s 7WmW0 g3 15600s 6201ba .1260113 440514- 1740 as 18M 114, 540 tW 5W am WA - 7WIta 460pa 749 as MU. 1160r.".7450a BWD. .6629n 6 112D ma,
ZAaamDa4YMtLO.C.IUCOAk6a.12YAlanp&4Y WA -WA WA WA . WA WA WA WA N/A WA - WA WA WA WA WAWA 10A -WA. WA WA A 715 ats ByIAh.JF-OIp(Rg 1B010s 1030a 225Wa 4401Ss1081he 3160p '17016f 4Y30a 522 @s 1735�a. /40 ma 17716f 3f0 me 1158a' 15Sbe 7W 163 29000 .7p70a.. 3326¢ 77p M. 22716s 2p016o 'MIOm ada prodael Control
2Aah-0IAS- KO.CJ F-C9p(Ra OY 2401W 1501as WA WA' ''1W Ss 630G •.1&41Ds WA WA WA 1909r- WA WA WA 370 iba WA WA WA WA WA 34116s 4421¢3 BW ms
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 SHEET24.
FIGURE 1: FIGURE2: TABLE NOTES:
0 1 1)SEE SHEET1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE-
FIGURE 3: `���1 QN(LYN&�,'7%�
Fie F 13)MU WON AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE'SHEETS 21-23. 2.750 � - �'��:•1-(CENg' �C
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL'RESTRICTIONS SHOWN ON SHEETS 21-23. P ��
FIGURES SHOW SUGGESTED,'APPROXIMATE HOLE LOCATIONS: '•,�
N0.58705 -
ANGLE CUP MUST BE USED INPAIRS. 4)SUBSTRATES.CONCRETE SHALL'CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUPIll LED -- •' _
C AO'CONCRETE BLOCKUNIT,(CMU)SHALLCONFORMTOASTMC .WOODSHALLBEPRESSURETREATED -O �>rl, •��_
FIGURE4: FIGURE5: FIGURE6: YELLOWSOUTHERN PINE WITH AN SG OF 0.65.-ALUMINUM SHALLBE 6063-75 AND PEA MINIMUM:OF.126' - %T3 6J Q
THICK STEEL ��,n FA O _=l�j`
flF �' LEAST.112S THICK AND A38.ALLANCHORS INTO METAL SHALL EKTEND AT,LEAST SCREWTHREADSBEYOND 1'X 276'X.650+MUWON %i�ls ti,<ORIOP G�Z
THE MATERIAL#10 8 it'12 ANCHORS INTO WOOD MAY BE STEEL;.16.8 S.S:OR 410 S.S. ��iS��NAL�N�'
LYNNINi11 P.E.
FI:P.E.#58705
TABLE 5A' In
a1W6on a Tabf0. a ` g 5
so
:OponlnO Width(for4eldca spa*i/g ninars)orOpening Height(forharimrDe6y-Sparnirg ml#tan9) ANCHORCAPACITY a'A F
60h 70 in 80ro 90In tm In ,120In 1401n, 140In .ADJUSTMENT FORMULA:'
flaalonWWr TraplTdmp. Radan9dor Tr9W711one: RactanOAor TrgJTrialp. Redar4rdv, Tr4prTrWnp. RacLllPdar Tr.WT-.a. R.1v1e9ar. TraiYTdma._ Rodmw4v,:..Tr�Rdmp.: R4clmpiW �TmOria19.. Racton0,l.r Tmpffflan0. � (ANCHOR CAP::..,,...
1"1t3.125"•% � taoiDq loading- Loaft Iaad110 .to9dng- .Loading tmd'q.. Ia.QYq. 14ed1q LmdnY Ic7dnB_ :loadlno 1a1d1p ,,faidrq Wd'a9. loading; elatitnc (D w)X`MUWONCAP.,,;,,..,�
Ji00"Alum _ $' � !u P. - %
Fa _ a •^ r a r a a a. 'a, =ANCHOR CAP.,,,
Tube Mug �•� '8 s^ a 4rS •a s a a a. ,.
V V d u E u� 9 cUi�' �i +�� V ('i O V O Pi^ C1.W
5(� ,� USE-THIS FORMULATO OBTAIN a
x s� X d` x 'd` s d` s dr .x $ x d� sd. 'd` .s. d�c s � .dx .' .5, d`¢ .moo d`.¢. 3 �� THE•ANCHORCAPACITY �Z F
.REQUIRED'CORRESPONDING '.O
42h 170.0,620 170.0 435 1- 744 170.0 473 110.0 .568 170.0 509- 170.0 SM. 17a0 ISIg Iran 1116 p70.0 52I 170A 1240 170.0 �-521 17a0 1455 17m0 MI lima 1735 170.0 521- 154.4 1802 170.0 '521 J O
TO AN'ACTUAI:PRESSURE
48In 170.0 ,706' 17ILD�al
170-0 MG 170.0 W 170.0 M 1Ta0 630 170.0 1133 170.0 '6a1 17a0 127S 170.0 ffa 170A.1417 17D.0 a5o: t57.7 ,15r7 17DA 686 175.b h577:170.0 600� 1182 15T! 170,0 eea REQUIREMENTFORTHE x
OPENING,WHEN IT IS LOWER SO.m5D 170.0 747 170.0 170.0 69a 17a0 mi. 170.0 1018 170A 684 170.0 1195 170.0 7Z3 17m0 IMS '170.0 14.7 170.0 1494 170.0 756 141.7 1495 17U 756 121.5 1495 VDA 7fd: 1003 1495 170.0 -750 �� ¢
THAN THE MUWON CAPACITY W Cc
54h 17a0 797 1740 170A e56 17a0 89) 17m0 1110 170.0 754 170.0 1275 120.0 ,803 16m1 14CI 170.01..ail 1495 1401 170A .M t24A 14M i]m0 'Mt 166.11 14DI 1710 Ul ;934 1401 17ma 681 (FROM THETABLE)OF THE- 'ln� m
60In 171X0 865 1170.0 701 170.0 loa31 17a0 797 1666 1155 .170.0 67a 135] 1156 107.0 f7A f2i3 1156 15"1,017 111.0 1158 149.7 910 926 .1158 MIS 9m. 7Ba .1760 iM5 1100 6'0.4 1155 1/4.5 903 SELECTED MULLION.it WILL
YIELD A MINIMUM ANCHOR Z
mh 170.0 WO 170.0 JIS 159.E .t01B 170.0 850 137.0 1049 1555 ago 119.8 1042 141J 646 f05.5 100 13M '936 ,9SS 1049 125.5 ®' 78.9 1049 -119.3 a2a 565 1049 115.9 918 59.9 1049 118.8 619 CAPACITY WHICH�MAY,BE � CD
c86h 18BA 855 7760 789 13DA [55_ i67a o04 110.1 '975 1337 7M 1042 9W 121A 775 920 9W 112A;Xti a3A 955. 10m4 :757. 695. 955. 99.8 749':'-MA.•955 60.7� 745. �521' 955 195.7' 746 USED TO QUALI,FYADD1710NAL :Z �i W
ANCHOR OPTIONS FROM THE !�"LU 0
72in 12d5 803 13U 697 107.0 503. 114.9 fiat 91.11 803 101.1 970 81.3 1343 912 '09 71.4 5m. MA 649 642 803. lab a42, 53.5 .610 722 632- .459•�M3-.6110 MS. 41Lt. am 69.7 627' '0- 0
in
78in 1002 721 114.1 RB 01.0 Tit 07.0 aia :7aA ..721 oil .m5 69a 721 7" -.UO 60.7 721 70.1 =558 :51A 7r 854 578, 455 721 :59,4: we 2S.V j2t Sa6' SH �34.1 �74 50.1 -W3 ANCHOR CAPACITYTABLE J J S ¢
76In 101.0 .6M 105.4 599 a4.2 .00{ 69A 567' 722 fi61 T0.{ 576 83f oal 70A 557 6m1 684, "A ':Wa 50.5 su S9A •551 42.1 am .54.1 541 3mt `654 :51.3' 538' 31.6 GM .'50A. M4 IF :_� Q ,W c�p
mh BSA •5f1 67,9 456 54.8 .514. 67.3 448 47A -514 50.0 4. 41.1 614 MA 433 3m5 514 4" 427 .329 514 37-3 421 27.4 514 ,730 412- 2a5 .51b 30.4 406: 20A lift 29.0 403, + 1n Z m
9ah 512 462 55.7 404. 45.2 452 47.0 305 X7 452 40A 380 33J1 452 A2-52308
30.1. 4S2 329 376 27.1 452 303 .373 226 452 .76,6. 785. tm4, 452 242 359 10.9 452 22-5.:355 rA X 9 80 O
IOeh -1 357 06.9 922 31.7 3S7 327 317 272 -357 .25A Six as �39 21.1 357 227 �393 19.0 3W 20A 289 15.9. 357 'L. 273� 131 �35T 162� 257itA357 15.0� 753 LuN...In` 331 336 35.a US 292 '336 30.1 201 25.0 '338 20.1 296 21.0 338. 115 33S 2DA 258 17.5 M3 19.0 -254 14A 336 '10.5 -2M6 1x5 '335 14.0; 213 11.0 338 13.6- 269pj120N 2L7 7B8 752 2m 27.1 258. 23.7 259 �18.5 289 .7D5 258 173 '25B 15A 259- 163 248 13.8. 2I8- 14.8 248 1L8 �258 12A 240 �8A 758 1L4.�236: 6.7. 289 f0.1 2>2 ',(„) X Q O O
z A
TABLE 58 g 3K
402
6uhctnWC 27K Carcra. 31,Caf W41a 354 C-. .Itmaw cmu film CMU Pr Malay dr'
Anchor Ancha.n,pr. W1r Eka I 114"FJm 3116-D.WO W0ewo0 910'8co 3116's. v4•Fxa 3rlarxwm• 114•Dewm9 v4•ss[]ca ste•6rw yr ss Elm 010SWal 01251.d 412Slad PRODUCT REVISED
Capacity Utman uIrwan umacan. ummon. .uUaean -uoacm LKI..n larran. Duxm. AOWW= tOtmcan :AM.Gaar S-(G5)ScwpS) Scrow(G5) as complying with the Florida
(Rae) Edge Di.Wra ft V 2412•. . 1' 2-IrZ /' DtW.. V 21AC 1 31re• 1' 1 2.112- 'V '2.112• JWA
I. 2.Vr L1• 2-112"' 2 3-W 2 a" aw Q324- Buuding Cade
E'unnor.Mt 13r4• 1.alP' .73rP t-0f4' .1.a�P 1.314• 1.V4• 14y4• .2• 1-vP 4-0/P 1-1/4• 1-V4•.. 1-vs•.. '1-v4' -1-v4• I-v4• �1-11P. Z. ..1.Y8• i.Y6• .wea. NOA-Ho. 20-0406.03
2 Anan-04.76•WL QC.1 SlaNaN or 05x101p(fig.i1 39aft 3W D. 450W4 amf 3101te mOW4. 220Wo.. -910 a14 16411ae. 210 D. 20015a 33t Wa 740 W. 370 a» 3M W4 Me W, 31450 604900 048161 34111a 442 W. 560b Expiration Data 05/2612026
4 Anchn 01.16'Mh.QC,1 Slandvd(or06rd)Cap(FIB,2P 400164 7001* WA WA 32011r 1200 Wr 3700s -WA WA WA': 960 D.' WA N/A- 740 on WA' WA WA WA. WA. MMR W.' BB,S Wa t120 We
4A.h-993"Min.O.D.1(2)20MO.CUP54 ply 3P 7ioLb. '780 64 6m W. 15W W4 6m1W 12W Ib 440014 1740 D4 .fOD81W 640�:.:6m D. WA 760 ft 740 ft -640 go 11600n 74822 8809a, .1882 am -'682 Mu 8851h 1120 D. By. /l}
3Amh o W OAVMh O.O./UIMA Wa.Urfid n(Fla.4T WA' 'WA'.' WAi WA WA WA ..WA WA WA .:WA WA. WA. WA WA WA WA WA WA. 69A WA. WA 1a73Ih M.N.-Mdo Pradact COntro1Am11.rlFSUP(F19.67 1951a1 195W 213 tlo 44616t 1630r315W4 1100n 43S Wp 022 b4' -135 D9 1401ta 17i Do 31OWS 18600. 1ccio 2m Wt 187te 33204. 4"im2Anchu.01.75'Nh0.CJF-0Ip(Fl0.a7 240ft 350 Op WA WA 1m IlM mom 105Ds WA WA WA f00 D4 WA WA =as WA WA WA WA, WA 3410. 442 W. 6o010a'
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
H1.ODD'-1;
FIGURE 1: FIGURE 2• TABLE NOTES:
1)SEE SHEET i FOR INSTRUCTIONS ON USING THE
TABLE6 ANDSHEET25FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
111111/ '
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3125• ��7 N`(LYNN "'ii
FIGURE 3: �`'C��'•CEN• lTf�9)MULLION AND MUWONCLIPS SHOWN ARE NOT TO SCALE.FOR DIMENSION$;SEESHEETS 21-23. ` C,•. �t SF'•:�(
HOLES•TOBEDRILLEDINTHEFIELD.FOLLOWINGDIMENSIONALRESTRICTIONS SHOWN ONSHEETS21.23:
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z 7Y r No.58705 a
ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GRO(Tr-FILLED '600' - '-
CONCRETE BLOCK UNTT(CMU)SHALL'CONFORMTOASTM.C-JO WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FlGURE5: FIGURE6: YELLOWSOUTHERN PINE WITH ANSGOF0.55.ALUMINUMSHALLBE6063-T5ANDBEAMINIMUM:OF,.125`
1"XS.I2SXSMUWON
THICK STEEL STUDS TO BE'A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE),STRUCTURALSTEELTO BEAT
LF.AST.126'THICK ANDA36.ALL'ANCHORS INTO METAI.•SWALL'FXTENDATLFAST3 SCRIEWTHREADS BEYOND (1'VFMULUDN),
0 0 0 THE MATERIAL#10 S#12 ANCHORS INTO WOOD MAY BE STEEL,.I"&$.OR 410 S.S. ��i jr/ONAL V
A.L;W4 MILU'=g P.E.
FL P.E.#58705
TABLE BA
111111111011 C0PaCItVT2DL80081R1 ANCHOR CAPACITY
Rol
Opening WlMMiruarlica*spannigmullions)orOponIng Haight(tarhodzonW*gerning muMons) ADJUSTMENT FORMULA:
DON Win 7aW '801. •9aN 1roN 120 A4 'f10N 1wN 'ANCHOR CAP.;�,,,;,:` 1-i a4
Roclm,90ar TI.PM 9. Re0-9ulm Tmp/Tdm9, Rrclant7+lor TraWLLv,g Hocf999dar .T!apndonD- Ralnie+lor OaW01m0- Rca-gdu TmprrAm& 19--W9!Aaf. TrwnLvo 'I7em9n9Wu yk-911vg-. RmaanOWPr .hyY01m6 (DPI)%.� /
MUWONCAP.,.,,,�17r4Y.125 Loadn9 LODtiIg Loadn9 Loads➢ tm•i0 lnade9 IPOd,Ig �q0 ImdiO lmdrq _ b9dn9, lau•0 ";ton9nJ LnaAriO Loodiy locdl0 6 Alum Tube = .. i"j e '€ - .� 'E._. . '�.. €.. 'e. " '.-. �' '€ $ •€ . �u.-. �' i;
s & F' F. F £ P - =ANCHOR CAP.,,,
MulBon �. 5a a d. & s .� ;L ,a g N
yy,,55 g� p y $ ty USETHIS FORMULATO OBTAIN tl p mi
'� 5& g •$ h ,• $ fb:8 L t$p$3� gg a� u �a. �i� ••B a ,t • 2• S� 5 g 5: THE"ANCHOR CAPACITY I C13a.
.REQUIRED•CORRESPONDING •-m
42N. 170.0 870 /7a0 435 t70A 744 /70A .478 11011 NO 17a0 5W 170A sm 1Ta0=619P: 170.0 Ills 170A .621 17010 1240 /70.0 621 173.0 14W 1700 521. 145.8 1489 170.0 521 -WA 1489 17MO 621 'TO AN ACTUAL PRESSURE, ID Of
REQUIREMENTFORTHE J O
4e N: 17aa" 7m 1740 624 170.0 ab0 170.0 a04 170.0 eM 1702 '610 t70.0 1113 170.0 ;rdl I- IM 170.0 .877- �1503 1303 170.0 :.6m 13D.3 aim 17aa .6n0 111.7 13m 170.0 880.` B7.7 13m 170.0 08D "'OPENING,YVt1EN IT is LOWER I-j _
50A25N 170.0 747 ilOA 5W /70A m6 170.0 531 170.0 1w8 1702 '�. 170A 1193 170.0 -723 IWI 1235 IM9 J47 1404 '1235 170.0 "758 117.1 t235 170.0 .759 100.4 Ins .170.0 758 DLD 1235 17MG 7W THAN THE MULLION CAPACITY '� Z
64N 170D 797 170.0 Bit I70A 959. 11Q0 `891 170.a 1116, U6.0 754 1wA 1158 170.0 "007 1372 IfBa 170.0 `m7 12L5 1169 I= US 10" .115E 170A 1161 862. IIW 170.0 Bill 7T.2 1155 17ao 861 (FROM THE TABLE)OFTHE Im CD
'SELECTED MULLION,IT WILL
60N 17q.0 .W5 170.0 701 1603 1042 170.0 797 U2A loa 161.1 -832 125.1 1042 148J '815 •1112 1D12 13&e;.8% -10DA 104Z 1302 -701, .MA IOU t25.t 7B2 71.5 IU2 %at 782 MS 1042 1251 7M, YIELD A MINIMUM ANCHOR �
4n
mN 170.0 wo 170.0 745 1512 aM 7mA Ble 12Z8 M. /4l4 7e9 1/3A 9M. 131.0 782 100.8 992 121.4 768 .60.7. 9M 114.8 758 75A 9M IQ&4 745 64A '0M Lac 744 50.7 DM ID&O '744 CAPACITY WHICH MAYBE �� Z
.USEDT000AUFYADDITIONAL ,� L p 86N 165.4 847 170.0 7B9 137A w7 140.0 .Tee 119.1 ,w7 1302 .7Be I.
DO. 117.7 752% 91.6 w7. IOLT :735 OLT w7 1M2 "727 6" w7� 65.1* 717 ae.1 w7 '"a 711' 51.7 w7 �wA '.711 ma �
.ANCHOR OPTIONS FROM THE Z: W
S 72N. 1]&9 w9 1427 737 117Z w9- 121.6 "722 97A 819' 106.9 7m wA w9. 99A ese iSS w9 ..80.7' '6e5 67.9 wD 8Z7 '675 6&6. w0- 75.3 650 465: 54D' 72.5 652 425. w9 72.4 651 ANCHOR CAPACITY TABLE !m LU
76N 1155 762 120.7 885 98.3 782 1020 FS2 025 7@ 90.0 840 722 TM 80.9 ':629 .642 762 7/2-.<620 -57A 762 692 613 1&1 -7R Q.B. 6m '.11.3" 762 69.9 597 3&1 7R 69A 695. �_ Q. ft
J O
79N, t099 '724 111./ m4 8&0 724. 94A MI 759 77A; A2JI 608 AEA 721. 74A 509• S9.A' 724 6&1 591 5&4 724 61A -683 44A 724 .57.3 573 382 1724 j$U'� W7 33.4 724 534 605 J N
90In 69A .643 71.0 433 6&0 bq e0.7 474 49.7 6O 62.9 46s 43.5 5/3 47.1 455 7aA 643 4Z8 .45Z 34.8 w3 3&5 445 '29.0 '543 34.9 .435 -24.8 •543 32.1' 430 21.7 543 30.7 Affi = Q N N
98N 57.9 -478 66A 427 47.6 478 /9.T 419 40.9 478 432 412 75A 47B 1&5 106 31.3 478 34.E •400 28.7" 478 3ZD 395 '27A 476 25.1 .356 2&5 q8 TS.s 360 17.9 '470 242 376 i' in CD�y'a)
1mN 10.3 3T7 41.1' 1H 37b 377 31A 335 288 377 300 -t10 252 37/ MA >25 27A 377 24.0 321 20.1 377 220 117 18.E 3TT 79A .3f0 :14A .377 1T7 9w � r
111N 37.1 357 37A 323 30.9 UWT 31.8 318 28.5 357 27.E 313 '232 317. 24A ]m 2ae 357 22A F. .15.5 WT. 211.1 MI 114. 337 17A 294 �m X
120N 29.3 3m 29.3 279 -24.6 3m 2&1 274 121.0 1 308 1 21.7 210 .18.3 306 192 267 1" 3m .17.3 Xl iF � CO CO
INN 17.0 '212 172 190 Q 1' Q O O
TABLE88 - �mOsp
61LatnIC Z79 C.M.I. 3%Cormrefe 351r Cam. H99ow CtdU Fl9ed CMU. P7,W0od Maml 9 �md'
Anchor 3U11=n WEko J4-
2A.h-a4.7G-Mb,0.C./8t.d.,d" OeWae WMWW 6I/FFJco 3lt
114'Eko 3116•DaW4a 1H•OeWalt 1!4'SB Ou 9116'Eiw 114.89 Elm fH06taW /129Nd 512 S1m1
a�
capacity ArctorryPc UmAOaf UluxmlUtmcm. NDa9a1 1UOr1emll m A9 .Wx 6a9eI Screr(GfiT Scrrw(CST PRODUCT REVISED
(Ib6) E099 Olata,ra Mt 1' 21l2' 1• ..2/1r. z-/!2' /' 2.112' SirB• INVA
T '2.1? 2-1? 1' .2-112' r "S7lr' -ra46' 0.64• 0?2A' as cofTPlYing with l6o Florida
M' I.314• .1,V4• 1�T 1.94• 1.114• 1-314• 1.3W 2• 14• 1.114' 'I.Vr 1.114•. '1.114• '1.114• A-1/4- 1•UC I-Ifr .r I-aw 1.3'8• WduBullding Codo
LO.C./Stmldarda ODYW C8P(F10.182j 39a W 95016r 450 W 5m W m0 W 270I1n 870 W 1644 W W 354 W 740 W 230 W 270 b M Du em W 374 W C041(q . w8 am 341 nn 442Id 500 W NOA No. 20-D406.03
d Arclaa®22Y Min QG!9tandlN(arOesd)aP(Fb.37 TOOW 700 m4 580 WIMOW 12601tc 420 mt �IM M. .VAM. W' WA. mO W. .390 at 740 b 510 mA 1060 lbs WA 8800n N1A" 8MW, B651tn 1120 W Expiration.Date 05/26/2026
BARGIMa L7a•Mrn OGI 5IOMartl("01W) 4P(F1C47 900169 14001Lv ;WA WA : 25201as .7401Ds. WA WA ft .WA -.WA WA . 14WWI WA'.. -.WA WA WA' WA 1363 W. 17/00t. 2240 Bn.4 Awa m®r MN.O.C.1(2)WA101s Olps/(Fig.57 7801h4 7809m 660 Me 15M its 12601ts 440Ild. 1740 Me. 10061t/- 1N WA .760 W9. 4600•. 74014 w0 Om 11601h9 7480s 8W11m 1092Its W2ft "B851b. 1120M. By3'MIn O.GI(2)245An9b Wpsl(FI9.0711701t4 11701a4 I= 23WOn Mile 00011a 281aW 26NIhs- 0t, WA 1140W WOO. 11101m ON at 1740ms 11Z2W' I=11a 28388t 10221is 1327 at 100 at, M10m1-0ado Product Control
tBaOCBp,1do.12F ADm(ft WA WA' WA� WA" WA WA .WA WA WA A WA WA UW WA -WA. WA WA WA' WA WA WA 1430W2ArcM1A®228MNO.ClF4SP(F70.87 350 Ws 3501W 19D W 705 W 3f0 W a10 b. 210 W: 860 W I7B pW WA 315 W. 105 W 370 W 2551to 630 Or WA 440 WWA 11f W. 4421a�4Arc1-491.IWMN.O.a!F-0 9.9 480W 700 An WA WA 320 W IMMO =W WA WA W WA f9A WA 740 b 7t/A WA WA WA WA 652Im tm lw 112D 90
NOTE FORTHE OFFSET CLIP,USETHE SAMEANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CUP, 100(„
:TABLE NOTES:
FIGURE I: FIGURE 2: FIGURE3: FIGURE 4: FIGURE& FIGURE 9:. 1)SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE
• • • • • • • • Fe SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3)MUW ON AND MULLION CUPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS;SEE SHEETS 21-23.HOLES 44)TRT
=*j No.58705
TO BE DRILLED,IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - = •: 7i=
FIGURE5: FlGUREB: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • 4).SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301'SPECIFICATIONS HOLLOWANDGROUiFlLLED
• • • • 1 CONCRETE BLOCK UNIT ICMU)SHALL CONFORM TO ASTM G90'WOOD.SHALL BE PRESSURE TREATED YELLOW :125 i
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0083-T5AND BEA MINIMUM'OF.IW THICK STEEL �`S1'• ORIDP..''G\?�
STUDSTOBEAMINIMUMGRADE33AND.045-THICK(18GAUGE).STRUCTURALSTEELTOBEATLEAST.12VTHICK '�7S�ONALEN�`�
ANGLE CLIP(FIGURES 686)MUST BE USED INPAIRS. AND AX ALLANCHORS INTO METAL SHALL EXTENDAT LEAST3 SCREWTHREADS BEYONDTHE MATERIAL#10& /! 11
#12 ANCHORS INTO WOOD MAYBE STEEL,'I&B S.S.OR410 S.S. I-X4•X.125', A LYNN'IIIIIIIFR,P.E.
MUUJON FL P.E-958705
i
TABLE 7A sst
.Manion Capacity Tabm
Opening width(Wrvaiti-i-spewd g maidens)at opening tKj Haight(forhodmdWV,mm mu ib s) ADJUSTMENT FORMULA- R
601. Got. '781. BOh;. 9016.. 100 in 176N '140W '1601n
1 X4=.376 n0atanaWar Trip(f0an& RoGwadnr 'Tmplidvp. 1 .h4pifdmy - Tr+{Jrdmp.: ;Rcdmpdai. TayRnaiy, Fie.tPn9dar TmpR5m9... RDa51Dptla( TrgJrdmO., Ma4t•nWDtj Tiapmim9•.;.itellmWPr T16WTiWnW. (DPo)X'.ANCHOR
y$�
1ddn9 la.dn0 la.Ai,g. laada8' tevda9., fuadn0. 1?ada0 'ImdnO'= ta+Nua;.., ,l..dn0 "ns�9:. lmdo0 -fuadn0. �MULLION CAP,«r,.u� ,.:BS m
AWm.Tuba
tcadap.. Laedap._. ta.d„p:t Imdnp 1rod09 'wY
itIr r £' „ .y £, z. 3 = L £ £ r: r a r- r r, r a r r b oANCHORCAP.,a
Mullion i
e IF
5F IS g; ,•l 6 '.nI s�} .gg b e,$$ 5 d;$$��•. § ggqq ,yp ¢� - tc, s a: 4g5 Ids 'al 1#, yg b' USETTHEI ISFORM�A mroBTAIN
r i� • 2 1 en
A d: f �. 9: .1 2 s 3 �,:s€ .REQUIREO`CORRESPONDING Z
42in:,. 170.01 820. nao 435- 170.0 7"1170.0 '478 170A :ace IMO 505 170.0.'992. 170.0 519 I70A 11/6 ITMO .521 - 'TO AN,ACTUAL PRESSURE
noA i2io graa ta21 1700 140a nag act /70.0 tns �nD.o:W1 170A tear 17aD. ,621 ` 0
45 in nao 700 Imo .OZ4 /70.0 :950 LIMA ;OM. 170.0 :892 17a0 630 17DA ./1?l` 170.0 691 1704 1210 770A 'all 170A 14Y7 nao '6d0 nao 1700 170.0 .®0 170.0 teal �170.0 90G.,161.E 207{'.1T03) ;aeo 'REQUIREMENT FORTHE- �,�`.. O
OPEMNG;:WHEN IT.IS'LOWER lY 50.625 in 1709 747 17MG :W3 170.0 899 170E e11, 170.0 IM nao GH. 1ra0 .1195 17U 723 170.0 1345 170.0 +747 170,0 1454 1 e ::756 170.0 ,Im, 170.0 ;750.15&0 1019 170.0 750- 13&5`4010: 1T0.0 756 THAN THE MULLION CAPACITY
M In nao 797 170A 612, 170.0 959 I7a0 60 17ILD 1116 170.0 7a4: 170A ,1215 17&0 'del '170A 1434 17ao :437 170.0 1694 170.0 955 150.E I7e9 1ra0 :d51 137:1. 179i•.nOA 001 120A•1799 1r0.0 •eel '(FROM THE TABLE)OFTHE jLu
SELECTED MULLION.IT WILL to
.W In. 170.0 Sea 170.0 701 170.0 100 170.0 79T 1ra0 .1240 17110 M 170A .1417 1TOA :90 170.0 1a94 170.0 'tHa�. Ind. Late 17&0 15W 12&6 'laid ma 10Gf: ima Ida IDA LOW'.672�.late 1TOA 1053' w
YIELD'A MINIMUM ANCHOR i
631n 170.0 W 170.0 746. 17DA 1110 170.0 650 170A 1302 170.0 940, 170.e 1495 :170.0 1016 15&7.150 170.0 �1076 141A 1542 17a0 I= 117.5.1542 IS&S 1160 ,1t1a7 1542 157.9 1157 '8&1 :1542 167.9 1157 CAPACITYWHICHMAYBE+' Imo, Z
USEO,T000ALIFYADomONAL p
{ 66In 170.0 UN 170.0 769� ,17G.0, 11M 170,0 BW 170.a 1791' 170.0 Yig3 ta0.a :1472 170A ID50 142A 1472 1dSA .:1140 12A.5 14T2 ta60.1130 ID7.1 :1{T2 147A dim. 81A 1412 140.0 ,1101 D0.7 ',1472,.140.E ,11M ANCHOR OPTIONS FROM THE IZ V �Q
-T2N 170.0 1063 '170D .9fa- .170D 1276 _iTOA :1009 150.6 4770 16a2 1101 7320 ':1337 110.9 t0e2 1173 1320 137A 108a f05A-13m 12&6 1018 Ba.O .137D 117A ;102t' 76.4 112U. I_ 'ial. 8&0 1329 1125. .11112 ANCHOR CAPACTTYTABLE. -1_ a•p
78In 170.0 1122 1rao 037 149A. I164 ,16%4 1013 12d2 11M.OU ON 1t22 :1154 125.7 ;91d' 9%7..,IM 1153 154 09.0: lIaH 107.5 -.95Z; 74A It84 97A :WS.: 66/. 1/M 90.1 tW 5&1 .11e4:..eZ3-'__90 ¢ O
Q.
'$ 7ato 16&1 I= I= 9d7' 133A 1124.*49.642S
119A 1I24 129.9 9a' fade 1124 :115A -03/. .923 �112f;10&5 .91a+ 5&0; 1124 9&D 1", '692. 1124.,59.0 ,`a, .693% 1124: a4.3 :051 --51.9.:1124 �632, 679
F J
:eoln 1D&1 514 111.5 ;750 90.1 644 T72 ,e44- -BLI 724 97A •& -733- :712 60.1, W. 5&6-,702' M.o .aM: et.4 -60, 45.0 e44..:M.2 ,GM 30A 8", 'SD:O 15M '33.0: 644 47.7 '6M � IZ O Q 'N N
. Q .-2 Z C G
In In d&I 7u StA :687: 742 7u Sid ,''7u 812 811''aS.7 ::712'...69A931 19.6. 7u., 54.1 :922 M.1 712;� f9,E914' 3L1 :.742; 13A -,600 -31A 7u; ,39A '`690 27 e: .Tun 37JI i5M N.i07g.
10961 52A 5w 03.9 :5W aL1 Dad 44.7 Dd9: 404 513 39.1 505 41A' '703 34A 500 .37.3 419 317: ,e59 3/2. 402. 7D.1 050`'29A :451 .2L3 SeO�.'25A -4T2 19.9 .SaS •.24.7 .468 y ..
11/1n 57A 5% 65A 5W 48.0 55S 41.2 689 42A- 497. 28A• .859 39.0 '.450 320: MS 342 '473 .29.0 MI, 31.3 4W- 24A- 5W 21.1 .,457 20A� 655, 24.3 :410 ILD' MS. 22.4 •44Z ;Lu K
1291,, 45A415 48A 433. 31.0 475 US 475 33.7 420. 2&5 '�415, Z9.6 ,414,' 753: 475 25.5 409 @L0. 475, 24.6''404: 10.0. 47S 21:1 •M1 163 4IFFI&7 ,767 '14.3 475 172 �381I.; T&4 33D 2&7 303 2L0 a3D 18A 330 1931 297 taA 310 17A 2P3 U Q Q-Q
ar Z 'fn to
TABLE 7B g m0 o
SDIrA.Ur •2.7kC mida $Canada 3.60 Cure, Iklta.= Fae0C6fU WDDO �Malnl � �� Im co
g�
Anchor A-WTYp. 3MIT Om 1/4.19m EWA
0'OaWaM.. 1/4'WMI Sn6'.EIca •3110'like, VT Elw 211arow." '1M b.W.t' IMas Ean 6116•.Eko V Sso. 0
1061ad 6126ted; m2 Sled
Capacity 1111=A .uuu Lmm. .u0aam. Uamm LAi- 'Lamar ULmm4, labamw; Adammw ut-w, AOOmG01a1 Sc"(GS)Sm (G5):Scmw(m 'PRODUCT REVISED'%E99•OL-I9i1eD OnI 1' .27T2• 17 21/72.1? 4• 2.1r2' 3•tie' 1• +2•iQ: r 'ZffY 1•- 2Z '1 241r.. .-2 '3.ar. 2•' 0.46•• O.5r.', tt924• as eomplIvying 1Nltti tha;Fiolida.
Embed ent(in7 I-Wr .I-we 1.34* A.N4F '.I-w1r: i31P I-= 2• 1-11P. '1-7/4• 1.1w, 1.1P1' :1.//4• ..1•U4• .1•I1V 1-W �I-Iw 1.4t .2, -llvr' 140d ' wnas •Building'Co3901•. 450W ama* . 630 W3 =2400n 670d• is%ib.. 270= 2D Da 35414. 740 e' 23DIb3 3101m '320 W' 'We on Z740 o"aw .9461m •34111. 4421b30 .5601W NOA-No. 20-0406.034 Aiui.Q2.=MIL aG/StadWd(a09.9 CIp(Fig,3)'T000-:70DM■' 5501b. 14109s . TAOU- *4209•. 17201b. ..6521c:.: WA 550 Ms :WA 6301b3 "390W5 '7400s•' 9109a: I060•. K% edde'c WA•,.;. .6521b., -085 m3•..,:.11291m: .Expiration'.Data05/2 612 0 2 6SAnal•iaQ1.16.56ii.GC.f61andwd(4 0230)Wp(FIS.47'060M•,140016 .IUA - WA• '.2=0. 740 Ma`-'.WA 'WAWA' 76043 . WA. '-WA- WA :14Mlb.' WAi -"WA, WA- WA ":WA .13W0.3 Inou.,� 2240 W.,♦Mdw.@3•kOAO.G7(2)2(5Aig140IR/t17p.67 7000n ,76DUm ".680 W1 15600• r:. .1280 P. 44D Mai -17409a. 18981b9: '.5400• 5600m WA ,760ft 460104:�740161 :6431h1. 11600a 74em3L :BM261 1892In 6B21b. W5Da� '112015S� BYO AmI•n@3.18�UaljgwmaACOP./msef1170•.'11700• t0001b4 23400• .',: /890 W.. 660 Mr:..2810lb.: 2544!!1. 810106 940m1• 'WA IVA 02: '6900m. 1110M. ,:9001bv 1740 M• 1122W. 13201b.� .�7a Ib" 1022 Oa: ".13Tlibs1980 Wa4M=1tO0.45•Mh•O.C:fDOIP.jrftLAS Al LMd•77 'WA.. .1WA :WA �'WA . WA WA • IWA .WA ' WA 'WA .WA. WA WA. �;WA.. -.WA: -WA. ."WA, WA . ' IWA ,WA: WA2AncMa@ 22A MIL O.05 FCOp(FlS 67 3501b.' 35011. 2•Na 7030• bs 6301b3 :2f00a': •5009. MCA. WA 250V.' 'WA 3/60.. 106m. '37D W. ..2650»': ..610 Wa, WA .MO 3110.4AmMn11/.19'MIL O.C2 F•C9P(FIO.9 4501b. -AGUW '.WA WA 0.• ./280aww 3i0U 'WA .WA ""WA - Mee WA -'WA NIX .740Mar WA. .WA TWA' WA.! WA Ai jW4, �;:== '1120 Ws
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �_1:082, -•-i 1000• �-
..TABLE NOTES: .
FIGURE V. FIGURE 2:- FIGURE 3: FIGURE4: FIGURE&;',FIGURE W. ''1)SEE SHEET I'FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
• • • •. .• • • • • .• • • .ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • • � • �: •.,• 2'LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND70R OPENING WIDTHS 13 ALLOWABLE
3 MULUON AND MULLION.CLIPS-SHOWN ARE NOT.TOSCAULTOREXACTD �g
ETS IMENSIONS,:SEE,;
�SHE21-2WHOLESTOBEDRILL®INTHEFIELDFOLLOWINGDIMENSIONAL•RESTRICTIONS' 4+�L 4A00"
.SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.,
FIGURE 6: FIGURE S: FIGURE 7:,
4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI301SPECIRCIITIONS.HOLLOWAND,' �► 220
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOMM C_
'M MOD SHALL Be, ( OF
• • • • :PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHAl1'BE" ••=F20R107�..
'6(X13rT5ANDBEAMINIMUM OF'12STHICK:STEELSTUDSTO'BEAMINIMUMGRADE33AND..045, .376' .375• ��iss'/ .. Nlj`��
• • THICK(1SGAUGE):STRUCTIIRAL STEEL TO.BEAT LEAST..125-THICKANDA38 ALLANCHORS -T ._ CI I FR�P.E ANGLE CUP(FIGURES 5&B)MUST BE USED INPAIRS. INTO METAL SHALL EXTEND AT LEAST 3SCREWTHRFADSBEYOND THE MATERIAL*to a012 1'X4.X.37S 1 1•X;4•X 375'
A.LYNN I
'ANCHORS INTOWOOD MAY BESTEEL,1"S.S.OR410S.Si •7`-MUWON MUWON'
FL P.E#5B7D5.
TABLE BA
eespar Ca Table ANCHOR CAPACITY
Opening WWtl1(for1A11Uca9yspattdng mu(lors)orOpONng Halght(forhod2onM*6p619dogmtaors) ADJUSTMENT FORMULA: �C
so I. 60k. 70 in solo 60 in 160 to 1201a t40h twin
126"x Rsslm981w T,.Wn.. R-0-adar T pride.. Ra91N9ttw.'TraWTdma•. Rloda wer, TayJTtlurt9- Reuaod. TmW111an0. RManWlar TraDIMmA -'RaalNpuw .7mWrdws -PacgOWer. ,TroMd.-Il. RW-Guar; TmI9ltkno. (ANCHOR CAP..e,.... " L=
(OP,p,)X`MULLION
1.25x loadn9 tpama9 losdht0 loada9 toadYiO loadrp '.load. !wdn9 loadrtp .1.oaano IAa0n9 Wdrg 1m809.. 1o9Sna lasd.. .LasdnB,- ...losd80 Lmd.
.266"Alum fig• Y„ S �� r _ r '_ i• t S ,&' & .S I�• ^:§• ?'.. •.. &'_ b' G .A* =ANCHORCAP.
Tube Mulla as a as a a9 a9 1 1^ �
6 y e !y� $g tr g¢ USE THISFORMULAT0OBTAIN O UJ
�� d d �. d �a9� gagsd -d ��c- fi d� '� THE;ANCHOR CAPACITY rA 34.N-¢ a
x rg z z > � a c•:� a $c� $ . ., - g x �_42 z' 2 2 s REQUIRED'CORRESPONDItIG Z F
421n 170.0 620 171L0 .435 170.0 744 170.0 Ala 170.01 aw 17Q0 50S 170.0 992 17a.9 ,519 1m0 1115 170.01.621 170.0 .1240 170.0 521 17M0 4488 :170.0 '621 IMA IT45 170A 521 iSIA 1189 170.0 521 `TO AN ACTUAL PRESSURE 0
48Is 170.0 708 1T0.0 524 170.0.Wa 170.0 584- 170.0 082. 17a0 w0 170.0 1133 im0 651 170A.1275 170.0 877 Imo •-14n Hari :6ea: ts4.e `.t515 1m5 �t�' 132.7 t51a tr0.0 T65a nea •164e .t70A aea .REQUIREMENTFORTHE
'OPENING,WHEN ITIB';LUWl32 � a U
ws25N nao 747 170.0 613 170.0 80B tra.0 641' 1TO.a 1we nao 684 17aa 1185 1740 '723 110.0 171E 170.0 747 167A 1463 170.0 766 1392 �1468 170.0 -75fi 119A tIW t70.0 '766 iwA 'Has 170.0 '7N THAN THE.MULLION CAPAC17Y '�
81 In 17a0 70 170.0 612 170.0 No 170.0 M.. 170A tlt6 17G6o 754 170.0 12n nao e03 1t.XI 1376 170A :8l7 140A 4376 t70A .Sw 122i 1378 1".0 •681 1w.5 1378 170.0 .wt 91.7 ,137a 170.0 Nt '(FROM.THE TABLE)OF.THE LU O �
SELECTED MULLION.ITWILL 'm In m
Wla t7ao 855 17aa 101 170.011063 170.0 787.. i55A t1N 77a0 87a 179.0 Ilse 187A WD 123.6 1t58 two -919. 1112 1168 150.0 912 &-7 115s 144A :ws ;79.4: itw 144.5 .905 .59.5_ 1156 -141.8 865 YIELDAMINIMUMANCHOR 'l=- U.�
631. 17U.0 WO 1m0 745 160.1 1051 170.0 ew 1372 1051 1559 1182 120.1 lost 147-0 :we 1000T .1051 1327 -a37 Sat •1051 12a7 030 .ml 7051 119.8 ;et:2 68s'-105f 119.1 ezt 6a0 1D91 11B.t •e21. CAPACITY WHICH MAY BE d z
USED TO QUALIFY ADDITIONAL -m d p win 167.1 W7 1m0 789 1392 957 .1s18 e05- 119A itiST 7x0 790 iwA 957 12fA 777 eze 957 112a '767 alb 857. tN.e 759' .figs B57 10a0 750 'w.7 957 Me :745 b22 S57 9a9 ,74e _ ANCHOR OPTIONS FROM THE J W
S12 In 128.7 aw 1352..N8 1072 Soo 1152 854 S1A eo4 101.7 Wf. 110.4' e04 91.4 sei 715 two. w.t 'ow �e4A. Bw 78.5. -r;u :mA' eat 72.3 _sb '4e.9:. m4; fi9Ae29 '402 e64 eae au ANCHORCAPACITY TAgIF "rc j�
761. 109A 722 114.4 -630 012 722 972 615 7" ',722 853_ 605 NA 722 76.T, 688 60.a IM M.3 m -N.7 722 65.6 ':5w Lae. M- n5 '-570 39.1 M. 5a7 -,w5 ;342- 722: Sat �504
g 78M 1012 655'. tOSA 600, 04.4 WS 89.6 6N TL3 �6N 7ab 577 6L7 N5 70.5 '6W 56.2 we:. U44 .860 '50X 0N' 00.1 .053 �QZ 085 54.3 ��543 '.302:. 605' 61.4 :.537 01.6. 00s 60.7 no in C5
i'H in �-• C5
wN 66A 515 60.0 467 54-9. 515 57.5 449 47.1 615 50.1 441 412 515 41.7, 434 36.6 515 40.6 425, 33.0 515 37.4� 422 27.5 515 3XI ,413 235 516 30.5 -407 '20.6� 515' 29.1 104 Z
x Z mCq
O61n S42 4w ass Iw 45.3 4N 17.1 397 Ji.a 453 41A 301' 73A 45J 78A 30 302 453 M]A -379 27.2 453 30.4 �,774 22.8, 453 20.6 ,J60 .19,4; 453, -24.3 300 A7.0 453 226, 356 ~ Go �O'O
co 'm
laeN 7a.1 JN 39A 323 JIA 3N >28. 315 Z7.2 35a 204 3q 23.8 -JSa. 2S2 305 21.2 J5e 227 704 741 358 20.5 .700 '15A 3N; la0 �287 ' �>+
Ill in 35.1 7]5 SSA .3w 29.3 33a 30.1. 301 25.1 735 241. 2W' 220 975 212 29S 19.5, 336 20.9 :229 17.6 778 t9.1 285 LU 3C o�
120N A.B 2N 18.J 254 2J2 290 233 2w 19.9 290 20A 258 17A :290 102 253 19,4. 290 10A In249 H,
INN 18.1 2! 18.7 tooU N 0 0 0
EPP Z TABLE BB 2 IN- CO
BaD40a1¢ 27k CwKl9 3k Olrorota ask 0- Honow cmU ,Fled QdU P1't/laod Me ��
Anchor Arotnlryp., 3n6•EYo 1 114•Elw 3fl(r wall I I-- N16'EI.pNfA
.17w IW Ell, 3IIS 00Waa ur OaYJall Ifr SS taw&IB•El. 1/4.86 Elo0 mO Steel a1251Wd .012sum PRODUCT REVISED
Capacity U/mean uksoan U7imaas 110racm� Uluacon -, un... tmraeonf UQmooaf- Ag(tcGalw Uba<on 'At�aGater rrdM(G5)SUM(GS) SuW(a5) P ODUCT with the Florida
(108) Edge l9rlanos On): 1` zvz 1• 2•Irr 1" 2-trr 7• 2-IW S11B" 2.//T 1' 2.12• t' 2.17 7• 2.112' T J-115' .T '0.4B' O,S4• 0]24• Bu11dIn9.Cade'
Emhadanal Mk .tarr talr lair -1aN" 1aT lair 1-3/r Y-wr T 7-Ur '1-7M +-11r '1-1Ir 1.11C 1-1Ir "1-41• 1-1Ir 1-Ur :r IVr tare• tad® NOA-No. 20-0406.03
2Aaatura®4.7Y O.C./SWrtlsrdW0250 UPEF19-+ 39015r 3901ac 4w Wa am lhs ,JtOuii 830 uu 22o lie 8709: tBH Wa- 2m1M SYtb 746 ua 23otb 3700. 3Mft 5wlm 374 Q., r64 Go 943 Wa 3410n 442U. .5N16f. Expiration Date 05/26/2026
4ArcMrv®1.18'Mh O.G/SWtlard(w 09w1)Cip(fl&21. 4w&, 7w qr WA •WA '32D Lis 12w 108 3700rs.. WA. WA .380 ila.. WA WA',. WA .74010s N/A 'WA. - :WA: WA WA- w22ft :8a5 Oo 1120Go p4 Aeatan@ 3'S11a O.C.I(2)24SAr�e mps/(Fla.3T 780M. 1w1ts 6B0 Ws 15w Ga520l s 1260 its 440IDs' 1740Its 109011- ow its WA lwlW 4w Its .T40@s Mm5 11w1D1 ',7481hs w00o 1082 The t�eb� N51a 11202S By174Ah-00A5'M.QC.IUCk%W0.125+A0m Il9 WA WA - t6A WA .WA N/K WA WA WA WA WA WA MIA WA WA WA .WA WA 10A' WA 'WA 143016s' Mlam a 6 roduct ContrOtAroh"r/F-0Ip paO•b): 'U.. +059s 2?b 6w 4L`Ib 1w lm 7181W 710W AY100 O221ar 11a lis 1770» 3(0 Wa 1+60a '1N me ,twee 2001w,' /67 Sm 3320s 1731bs 770 0a 2211ba 2N Om
2Arob-01.15'Mkt O.CJ F-Mp IFla eI 24015s 7w 0x WA .WA lwlks 83D 0n. IN Ws. WA WA WA twins WA. -t9A N61 510 Yc 'WA- ti14 WA W1A tUA 39/ms 442 Na Scotto
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CUP.
FIGURE 1: FIGURE 2 TABLE NOTES: 1�1250'+I
• 1)SEE.SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 11(I 11 1I I7I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE `����pN,••..N�y,�/�.
FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.188"
CUP MUSE SHEETS21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58705
E0BE USED SHOWN ON SHEETS 21-23:FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, =7c'
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301SPECIFICATIONS.HOLLOWAND: -.•O a•4i/T� I - _
flGURE4: FIGURES: FIGURER: U.GROUT.FILLEOCONCRETEBLOCKUNIT(CMU):SHACONFORMTOASTMC-80:WOOD SHALL `� '• 5//•LJb�D
BE PRESSURE-TREATED YE'LLOWSOUTHERN'PINE WTIHANSGOFD.5siALUMINUMMALGBE' j -:�,�'•;. TATE F ;•LV��
• 6083•T.SANDBEAMINIMUM OF:125":THICK STEEL IS TO BEA MINIMUM GRADE 33AND (C •'F(ORIOP•.•''���
12�X3.t09"X.28SMUWON ��is iP•••"' G��
� .045-THICK(18 GAUGE);STRUCTUR4 STEEL TO BEAT LEAST A25-THICK AND A36.ALL :
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHRFADS BEYOND THE MATERIAL (1-V4"VF MUwaN) ..100N
010 3 812ANCHORS INTO WOOD MAYBE STEEL.1843 S.S.OR410S.S.. A.LYNN MILLER;PS
FL P.F#58705
TABLE 9A! N RQ
Wake Ca ohyTabfo(lbafft') ANCHOR CAPACITY 6 �6.•
OponinOWLdth(forwNca*sparWfgnum00a)OrOPadnYHaghtlforhortmNa6yspwrammdfamI. ADJUSTMENT ANCHOFORMULA:
so in BOm .7D fn Bob- Bob login 1201. -1401. -150h a51•� F
RUU.DJN 1.011rmAa RectmWUar TI.Wt u4 Pft. 9idlr' Taprrfxn •RLxtanwLv Tapf7iIPa9:, R901a41almr Tnyrrdm Recuno2'r TM1T&.a'. Rae ��. X.(.ANCHOR CAP..e..�..`
125x325 maaloc TrLmdnl¢ RwtallwWu r4 r1zr.1¢ RcamroWuu- Trspffdune. j( ) MUWONCAP.,�,,,,,,
x.100 Iaa008 fmdnp LaadnB Inadbp lwSq lmdaB - Lmaro LaadWp. laadria taldnp tamWa. Laocim 'L-&,V 1mm,D LO14mo L„dr0 3g l-UG ,gyp•,L-&g E; O
"" nbe I I h 1 11 11 !a 11 1. �� ! h I � d (i� tl a ANCHORCAP.,o, N �
USE THIS FORMULATO OBTAIN aLd
'THE'ANCHOR CAPACITY :y in
C.
iREOUIRED'CORRESPONDING Z F-
42m 170.0 708 IT" 435 170.0 250 17MO',4T5 187.6 6BB. f7a0 ,m6� 1700 Poi'./70A .618., 1Ta0 1118 .170.0. 01. 16]7 fill 170.0 '621 127.7 1110 170t0 �of .1035 'ilia 170.0 Gal -95B -1110 170.0 621 '-TOANACTUALPRESSURE' ;0
ABm 170A 70B 1TOA 624 17a0 650 170.0 684 1878 'Wa iT4a ow U&T .075-. 170.0 Gel "13GA s015 17n0 6U--' 117.3 OW 170A 850. ,07.8 +97a. 170.0 600 :67A:'.976_ 170.0 680 :733 BIB' 170.0 '639, 'REOUIREMENTFORTHE
-OPENING,WHEN IT IS LOWER' :� U
5O=W 17MO 7{7 170.0 563 f70.0 OW 17aD 83t: 150.7 '92T„ 170.0. 684 131.2 07, .169.5 .706 1172 ''BT) 15a/ PoB foes aTl: 1585 B00 ,57.9 @T -150.1'.,s95. .75A; 927., 1683 695: .65.9. 827 158]:.896- .THANNG,THE MUWDNS LOWER;
•� a 61m 170.0 797 170.0 612 16/.6 608 Into 651 13U i69' 153:9"083 ,tt" GO HIS ON. f010 :560 134.0 860' :RLT' B59 129.E 654, ':T73, .869 f2B6 1632 .062. 56a 12a.6 GV.'57.0, ,869 '120.5.'652, .(FROM THETABLE)OFTHE 'W o
8Dm 1412 7N 18iB 674 1111 745 i72] 620. 1D23 TN 1175 605 093 745, IWl 609' jai 146 101:0 1A2' -riA 74e su '36/ 5a.7 <749 6" .W3 ,512, 746i;935• 5m, "a us, 9333 Go- SELECTED MULLION.ITWILL. m
®W fur m 1R0 679 loll 917 /132 506 59A. a" 1014 555, 71.3 On 91A, 548 65.7 .877 '952 639; 01.9. 677 MD sal 61.0 BR 77.0 .629 'u2 877' 7d7. 539( 367 877, 70.7 519 YIELD A MINIMUM ANCHOR :V W W
66W 107.6 617. 114,1 6W a0.7 ev7 97.6 619 703. '617. e0.3 ,509 063 017, 7a5 800 .59A 017 728 494 53A 617 (1a7, A® 44.8 617 64.4 :483 :38,4, .0t7' :63.7 482. 33A 517• 617. lea r CAPACITY WHICH MAY BE �� •W Z
USED TO QuALLFYADDTITONAL ..d a m p
TLm o.9 516 BL7 450 ell 518 Tat NO 592 'S16 e52: �4a2. 51A 618. 50.5 47S 46.f :518 �542; 412 41A� 515. 50.7 04 34.6 ,:518 .49.6 400 20.6: 519, '45A 405:. 25.8 514, I5.0 �409 'ANCHOR OPTIONS FROM THE ;;Z �_' Lu
S Tam 70.5 4M 7a7 405 50.7 MS RA: 385 60.1 .465.1 6t9. 390 44.1- 40 41.7 354 392 4r5 45.3 378 -35.2 465 '472 374 29.4 495' 3L3.. .367 252'- 465 ws 3u, 220 465. 3e.2. 'TaT .:ANCHOR CAPACTTYTABLE.
a� 76m 882, Nt 080 787 SU Nl. A:T 379_ NA 411 eae :372 40.6 N1 45.1 76f{ 362. Nt ,41.6 me 326 N1: 3a7 355 272 At 4U 319 ;27.3 N1 :33.1' 319+ 20.4 Mir 327 345 '_ '�� �i Q
Falb 42A ]31 Ile 205 '754 3]2 37.0 20 90.3 �332 32] ,.284, .21W, 332.. 2aA 280. 23A F332 .ZGI 270 -212: 332 '311 ;272 /7.7 '732 '212' 205 152 372 ILa 2021 13.3 =2 la7 200 i� C CD
86h 35.0 291 359 250 29.1 291 30.7 758. 8.0 �2-
284 252 2fA 201 235 248- -19.4 .291 21.3' 2N 17.6 2Di 185 241 ICG 201 ,17.1 236' '12b 2ri- I5A 772' ;z Q W 9
foam 24.8 790 251 2r16 205 90 21.1 70.S f75 10.3 .201 '15A1 NKIIIW 22.6 212 23.1 107 .10.9 218 10.4 101, f02 10.0 .191 1Ll 210 14.9 l0a �(� Ny q�L�
120m 1T.9 le/ 10.2 170 14.9 1ST 163 157 'W in
C.) < .
¢ .- Zoo
TABLE9B ,� miW ce
s16ra3re: 2.7k Ca4l4aC1. 3kC-1,ft 15k C-. HWWWcMU FWCd CMU P7 wmd Maw '- �
21
owAnchor ]+la EcP LP Eoo 3119'OCWd g
Capacity AIWSTyK F W E 'B
IJL c ta=,t tsraecnl Lakma4l. tAoocan. U1mm Utrmm ULmuav U9amt AggeUdar..L9U.M A8QWd. Sci (GS)SC-(GSI S-(GS) PRODUCT REVISED
(Ib5) EdBa DWlolSa On) I. 2-i11•. : r 2.1?. 1' 2•vr 1• 2.1re -3-1I6'-%WA380
. V ,2.11r� :t• ,:-112'. 1• zur 2 ,.sUO•, r ,a48' 0.bl' .0.324• aS OamPlylno with the,Florida
Embodnmt P6D 1-vr W4• 1-v vvr 1.3rr 1.3w tal4'. tart •r r. 141C ;I.4r 1.IW'.:1.1/r 1-U4'. 1-v'r t-Ur �1-iM r. .'I'W 1.318• laft. .Building Codo
2A-h,, ®4.7T t1h OF./B aOhal l]ID ffia 13 39001 3D00a. 450 ego 11 3100n 6300a' 2200a' 070 a., 16NIb4. 0. 3541to 74011u =W. 3700. 32000 68006 3140c 664IDS 045W 3411m. 442 hi .51aW. NOA-No. 20-0406.03
4AMM07.IT VA O.C/8landmO(Pr O9ac0 C1P(Fla z 450 m4 701 0a WA. WA MIND 1260 3f000- WA' WA' IG� WA WA WA 740 m1 WA ,WA WA WA WA aextrc 8650a nmui. EzplraHon DatD OSl2612026
4Ata]a®SMIn O.C.IR 245Arg1em /(Ra4 7B0 go 7B08S' 600" 1500®s MODS 1200 Go 44005: 17401Dsc .iPo610s Go .WA 7600a 4mRa 74o1b 640 Ms 11600a �745 R. � aa6ms �16a20]. Gotta so 0o 1120 WS
3A tmaaSrNhO.C.1UCGNbtu.I0VABaa(FJO¢4) WA 'WA WA .WA 10A WA 'IYA, WA WA A WA. WA - WA . WA WA .'WA .WA WA WA. WA WA 950 DS BytArShOf/FC1PIFlg.67 1050a 1fO ms. 2251b4 4t90S 156 OS '.3160a. 1f004',. A]8 ft 017a. ms 1T71M SIOBS 1760r 1a50s 160M '.2801h1 1B70s. 37201 47301 1700a 2210n 2B00a Mlam ado roduat COnhol
2Ar0r W0I.15•MhO.CAF431P(Fla6t 2401ta 35001 WA WA 18001 6300a 103 th, WA WA W WA WA WA 370 OS WA WA WA WA WA 34110s 442W 66005
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CUP.
FIGURE I: FI URE2'.' TABLE NOTES: 1,250' r.1,2,p•�1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
• ON LOADING.ZEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 111 f 1 t/r
� 1
FIGURES: 3)MUW W EN ONANDMUONCUPSSHOWNARENOTTOSCAMFOREXACTDIMSIONS,`SEE': `����pNI LYNNy���,��
ANGLE SHEETS 2123:HOLES TO BE DRILLED IN.THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS. 3.260• 3250" c1'�,.•�tCENSF-•�C
BE
-CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
Eo 11 - No-58705
IN 4)SUBSTRATES:CONCRETESHALLCONFORMTOACI301SPEOIFICATIONS.'HOLLOWAND = n rT
GROUT-FlLLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORMTOASTM C-80.WOODSALL _ �BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55ALUMINUM SHALL BE . ��FlGURE4: FIGURES: FlGURE B: ! � ZO '8083-T5ANDBEAMINIMUM OF.100'THICK'STEEL STUDS TO SEA MINIMUM GRADE33AND %O� F (V�
• • .045"THICK(18 GAUGE'STRUCTURAL STEELTO BEAT LEASTA W.•THICK ANDA38.ALL A00' .100' i - ;FtORIOP
• • • ANCHORS INTO METAL SHALL EXTEND AT,LEASi3SCREWTHREADS BEYOND THE MATERIAL 125'X925'X.700' 1.25•X3.2GX.100• `�is9 •""-
#106012 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR410 S.S. MUWON FOR MUWONFORI 111�Uu VAL'L tt�
• FIELD-MULLED UNITS FACTORY-MUI I M UNITS A.Ll�_ MIL R,P.E.
FL P.E.#58705
TABLE 10A3
VaIllon CaPaclty Table p6aii@) ANCHOR CAPACITY
Opening%ldth(WrwlOcalysplming maom)"Opening Height Qartwd7Dlleeyspan7tllg mdBus) ADJUSTMENT FORMULA:. �b
691. 601. 701. 801. 90in IC O in in: 149h 1601.
125 x 326 R.a14gUu r yrda.9. R.M.VA. T4pfnimnv R.Maapdm Tnpl7dug•'. ! (D�)X:(ANCHOR CAP.,,,,,r;�; va
ILc.&M. :T oadig. .R at,- .Tn L-ding ��. 'R lu Tnt B- R OWu T�denO. .Roclmydar 71-55no. ``MUWON(.M.;,o,_ -g o
x.824 L0ada0 Lo9dn0 4mCe lO.6n0 Lmdtnp la.4p ln.diq LUApm . oa
i^0 Gg, Le.di.0 ln.dfn9' Rox.
Akan TUba £ % a a". ? s' a' $ $. 32 s S € § 1J '. 1 =ANCHOR CAP.;® c
Mullion ? e�. ?8 ? <g, ? ?� ? -?•aa. & ? ?z ?�. 6 ? ,:e; N u opp$,r� v,o u oa ug u uaS oq u uq u. 1ur,oe u up•e u �r ugg u un u g u, g u§ u u;ag u ut9 u. g USE Tf11S FORMULA T00BTA1N }
e t 5 Tr 3 .$.� �' a n s .E eLLI
' :•, I j -5•'"s- S�Fc 5 5 •8'3 c�a '•b 3 b 8. ei :'B:B c'�' b'u �. 5 Ste' •g b 1 •S r9'F�e �.'2- �' •aE�& �,' -& 7HE%iNCHORCAPACI7Y �rD .'a-z� F d`& � �s. €.�¢ $� $2 $.iU i`c K ,�`'ct- r� [`cg i"� @.a �� 1`2 i@ d`¢ x�,C 1',2 6 d'c'. z�� G`'z E2 i'o' .REQUIREWCORRESPONOING .Z
421n 170-01 620 1 1MA 435 110.p 744 11110 AM TICA 66B.1170.0 606' 170.01-952 1 110.0, .,S1B-170A 1116 170.0 '621 .170E :1210� 170.0 .521 1T0,0 1460 170.0 5n1 ti0.0 173S' lloA S21 170.0 1983 1MA 'S2I TOAN ACTUAL`PRESSURE ? (r
1
17" 561- 170.0 1
4eh 17" 700 noA 52t na0 esD 1M.D 5N ttOA, 992., 170.0 me -tta0 1133. � 2T6 7a-o n0 sn A ;u7r ;170.0 660 7" '17a0 _170.0 See: 163.7 19r9 170.0 -690 14L6 170 197. 170.02
50 :191a REQUIREMFMFORTHE
OPENING,-WHEN IT[SLOWER 525h 170.0 T47 IMA 667 17a0 B96 n0A fill 1M.0 iD46 170.0 Let 170.0 1195 170.0 723- 1T" '1346 1740 747 170.0 114H 170A 756 17" .1793 170..0 756_ 1625 1571 170.0 156 173.5. i617 170.0 ;7% THAN THE MULUON CAPACITY Ir Z
611n 170.0 797 170A 612• 110.0 956 ttOA 691 110.0 A116 110.0 T64 110.0 121S 1TGA 503 17MG -1434 170.0 'a37 170.0 ISM 110.0 556 15L4 :1769 170.0, 861 134.1 1759 '170.0 'a61' 11T.3 1769 1M.0 .651' (FROM'THE TABLE)OFTHE "W O
SELECTED MU WON:R WILL
som nag ms n9A rot nao lofil noA ,797 n9A :wo noA B75 .170.0 1417 170.0 944 ILL 1511 170.0 '995 145.0 1511 170.0 1033 12U ,1511 4710,1a63 1016 1511, I= 1067. 9a6 IS11 17da 4063 SELECTYIELD A MINIMUMANCHOR. !03 � �
67In 770.0 930 tMD T45 tT0.a 1176 170.0 O50 77BD ,1302 1T0A 910 750A 17f0 iM.O 1015 1792 /970 170.0 '10M 125-1_aO 164.0 1082 IMA 1370 15S:! 10T4.'095� 1370 1553 1970 7L3 1370 155.3 1070� CAPACITY WHICH MAY BE I•� W Z I
a 661n 170.0 914 170D 769 110.0 7169 110.0 .8W 1SS.6 u48. 170.0 1002 I= 1240 160.6 loll 121.1 In$ IATI •1000 10a.9 IUS 739.0 0as 90.8 1248 �13a4 9M 17.0. �tnD 129.0 976 'SL7 1240: 129.0 ��976• USED TO QUALIFY ADDITIONAL ANCHOR OPTTONSFROM THE ZO
J 721.
167.8 1019 1MA 67! 1399 1049 1502 091 11l9 1049 t]3.1. 5r6. 104.9 /019 119.1 B60 832 101! IDS-7 049. 97.9 1W9 iD2T •878 'tl9. •1019 'lt3; a25: 599 10/9. 911 .,a20 '6a1 104! 91.1' O20 ANCHOR CAPACITY-TABLE _l{ a
0 76N 142T all N9.1 @2 IIE9 941 126D -605 101.2 941 1112 791,. 992 941 106A ITT 1&3 941� 21.7 766. 71d .941 955 757 :69.5 941i .77.6 744 51A 341.. T4.0 'TIT' ;44A -941 .733 •735 •J- 6 7i¢
Tow 1320 a9/ 13/5 793 110D B91 ttfi9 767 94.3 894 702.4: 753 826 'a94 61.9 740. 733 B94" &.1 790. In
6.3 7ZI:;55.0 691 T0.T 707. 47.1 e311 67.0- Tot 41.3 `e94 W.1 -:696
CD
90 in 959 Fr1 Bd.7 696 7fA 677 T49 64S fi1A 611 65] A6 fi3.7 'FT1 S62 566 47.7, fill. 629 659 8A 651 75A. 971 43.7 519 39.7 671' 35.T 531 26A -6T1 379 '6n Q
9fih M.e 690 72.8 62T 680 690 6U S1B N.G. .590 S1A 509 447- 590 47.5 SM 393 599• 43.D '494 94. 4ta 225 690' ,34.7. 477 25.3 590. 31.6 459 22.1 ..b90 29.0 41A X yZ .�
108 in 49.7 /66 60.8 121 tlA 466 429 dU 355 d66 31.1. 709 .3/.1 456 :329 402 2T.i 1fi6 19.7 396- 7.1' 391' ,203 456 ;23.6 3B2 17.8 '466 212 .37S 156.'466 19.6' 310 fn •N111h 45.0 ill .46.A IOo ]82 N1' ]9.3 393 32.7• 441 :36.1 387 26.6 441 �30,2 39Y .2fi.4 441 2T2 375 4.9 372 19.1, 4tl 215367: IGA 441 193 355 U.3 -441 17.8 351 120iq 363 77a 76.9 7/4 902 319 31A339 25.977a . . T0.1 378� 21.3 '325 9.6 ,321, 15.1 3M 161 714 Ix x V y
Win 2L0 162 212 742 ,175 262 175 239 16A 262 153 239• V Q
N O O
p03
TABLE 10B
SuCsuate: 2.7k C-mle 3a ColGda 3.5KCann. H.00e 1T1 FEW CMU PT Wood Meld D
Anchor 3/1B•Elao 1hr EkO 3T/6'D.Waft 1M'D.Wa1 N/G'Flra 3114'Eko 1/4'Ek0 Y18'OaWdl iH'OaWo! 11T SS El.5n&F1. lfV SS El. a105ted W26ta1 ot2 Sled.
Capacity Anc1o1TYP► Blwcan U2r4aon IIIrOcm14 Lou, ITUTlc011 UOnwllIllmaOn tlgmi:0114 DIIOCOIN AOl7aGatm IAIa00f1 ApgcOdOr Sales(SN Scam(GS),Sanw l65) o
PRODUCT REVISED
(Ib6) Fitjn OcurcO(InT •1' .2-1W V 2-Vr 1' ,2-ITZ T I 2•u2 3.110' 1' Zl? I' I 2.1? I 1' 2.1T2• 1' 2-IW 2 3V8' 2• 0.4ir ow 0.32C as complyying With the Florida
EI00e61mdpnT 1+N4' 1.314' f-3/4• 1-3W 1.W .1D14' "4 I.Tr 2• 11.114' 1.114' 1-V'r 1414' 1.114' 1.114' I-V1r "1.16A 1.1T4• 1.11r 2• '/-31T 14V 1.1w. Building Codo
2Anctm1c L14.76'Mh O.C./Sm1WWor Ofilal c9p(R9./7 390m9 39016. 45o lbf ago 04 3101h1 03016c .220 me 07004 taM los 270ItF .260 1W 354160 7401b3 230 Me 37010e 320U 590an. ,374 M. 65404 940Ua MI Im 442 a4 500ma NDA-No, 20=0406:03
4ArcMn�1.1SMIa O.C.f SlstlWl.r06d)CUp(Fg. 41011, 710", WA .WA 3201b 778f{I6. 37004.. WA WA WA. We M0 . :WA -WA WA :7400. NA .WA N04_. .WA .WA 89210a• BBSm4- 172116a expiration Date 0$123/2028
4. O.C.112I 2.5An0fo COM/p70.3T.790 m. Too. M. 1550 m. amm. 1280m. M01ffi 17400n 1C381hn. .a40Ec. &00n WA Too U. 480 P. .740mc ::&4009 1780m. 7482. ,980 m9. ta92 me .W2m. %ae5 mc. 112D lb.
3 Anatmn®0A41 Mh.O.C.I U4=p,Wo.f00'Alum.IFla 4b WA WA .WA WA WA WA WA WA WA. WA WA WA- 'WA WA WA WA .WA WA. WA • WA. WA. WA <1W WS By
1 Almlmr/F-CY (Fig,b 1BSW 1fISIM ,Z2SIa/ 4451t� 15116c 37SIW .11010. 13a 9s B?20n 1379s 14004 17/1M 370 ms t161te •1tl0 m9, 150mc '2800u 1B7 mo' 3312 M. 473 W. '170M. 221 U. 280 ma Miom7-0Dade Product Control
2 Amh-Q 1.19'REn,O.CJ F-O CIO. 240 m4� 350I1n WA I WA 1 1602. 030ms WA I WA 190 ma WA I WA WA 37004 WA.. WA WA WA .WA 3411N -442 ms 560"
NOTE FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2: TABLE NOTES:
1260' 1.250•
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION.
. • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11l 1 17111
Y,LYh
FIGURE 3: 3)MUWON AND MUWON CLIPS SHOWN ARE NOT TO SCALE:FOR EXACT DIMENSIONS,SEE �� .��0•• "'•VA// 4�
ANGW SHEETS21-23.HOLESTOBEDRILLEDIN'THE'FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 9.250' .3.250• .a;';1JCENSF••,(�
CUP MUST'SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS..
T:-t No.58705
IN PAIRS.A '4)'SUBS)RATES:CONCRETE SHALL'CONFORM TOACI301 SPECIFICATIONS.;HOLLOWAND
IRS. GROUT;FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL
FIGURE4: FIGURE5: FIGURER: BE PRESSURE-TREATED YELLOW.SOUTHERN PINE WITH AN SG OF0.55.AWMINUM SHALL BE 6524" 624 ��Q - LATE o�-•V :�fYZ
6083-T5 AND BE A MINIMUM.OF..1OW THICK.STEEL STUDS TO,BE A'MINIMUM GRADE 33 AND �- ,p - (V`
• .045"THICK(18 GAUGE).STRUCTURALSTEELTO.BE ATLEAST125'THICKANDAML ALL ORIDT;
ANCHORS INTO METAL:SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL: 725'X325'XX24• I26'X�22S.X.R2A' pis G\\-�
#10 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR410 S.S. MUWON FOR. MULUMFOR 1/4/7. AIAL
41
• FIELDU11 m UNITS FACTORY-MULLED UNITS A.LYIVIVi mug,P.E.
FL'P.E.#58705
II
ji
- i
i
TABLE 11A
Mu0/an Capacity Table(IllwAY).
Opening Wdih(forted - ANCHOR CAPACITY
Ir88YspamtnpmosionS)"OPeningHeightOarhartrnnle0ysp6nnIMmIDols) "ADJUSTMENT FORMULA-
so in bDin Tab 60. SOio .100W 1201. 14aF lfi0n �• '�
Rocwguar hapR loop Rseangvlo 7mpRdug. Itsnarl 7 - (D W)X/(ANCHORCAP.,e,,,,,\
126x3S14 �®9. R-unpa Tmp/rdang.� -R10WAM' linFadm9' R4tstrgular .Tra ,ng. 'RSdrrquty, Tmpr7dan9.. RecUlptar Tmprrdsg,; R,,= Tumbm MUWON C7�P.,o,,,s
:.62a Luad°9 L.Wi-9 wag L-fing 1na45�p L-- 9 mr6+g I.mmn9 Lmdij laado9- loadIna t.wdYg tomrg tw6d9 InuemD la tfing. Lmd'ci9 Lwig,
ailnn-Tube a' a - % a �� a z� •a a v €� $ s £ �, m a s_ `a t s a"�
Mullion 0 4 v - �ANCHORCAP
:& �� �� iia s :e �e 3 Fe �� Ir a& a ee a r� �€ N
6 u u u ua u u�.u ua u u v u u u u 4a u u u ua w 12 USE THIS FORMULA TO OBTAIN I7 0 Ul
A y'g 3 -8 5.1 9� %•�, b'r "si�"�� •�� :3� %� sR�'�•�� AIF �� i� A� SV 1i .4� 5g �.<�.�'-s ��"gx§ d,�:��• �., a.� �,� <.� �3'€ g•& �THE'ANCHOR CAPACITY 'rA �1n�� }
1 �1C $a $a'r s3. d'n'' "@ .dra ms' d"c .3fE a& a'd.�o: :2A 4`'m �@ 44 2•u 4`a` . ' REQUIREO'CORRESPONDING :'z F
42 in 170.01 620. 00.0 435 MIA .N4 170.0 475 170.0 VA 1TOA 606 1T" 992 110.0 619 170.0 1136 Ina "521' 170D 1240 ll0.0 Szt t10.0 pee .no.D 521� na.o IT35 •ItD.D ,62t pa0 198] 170� sxl I TO AN ACTUAL PRESSURE
48In 170.01-me 170.0 624 17a0 051, 170.0 '564 170.0 W2 17" 630' 170A" 1133.110A 661 'IT0.0 1275 wom sa- lma -ul7 Imam ,6m. tmA 1T00 1m0 610: 170.0 IBM 1T00 600- 17au 2267 ImD MO REQUIREMENT FOR THE
OPENING;WHEN IT ISLOWF3t n g U SaGa 1. 1m.0 147, 1mA W3- 17a0 196 1700 W1 110.0' IUJ. 17" fi5/ 1T" 1195 1TO.a 7a- D0A 171s 1740 TI7 im.0 149{ 170.0 156. IT" 1713 17aO 755' 170.0 2092 tray ,75E 170.0 2371 I70.a 756 j,TNAN THE MULLION CAPACITY G
bl in 1m,0 197 170.0 612 1i0.0 956 1m.0 .691 170.0 .I716 1TOA 75/' 1704 121E 170.0 -S03 17Y.0 p74 IMO :0.77 tTOA '1594 170.0 556 170.0 '1913 110.0 EfiT 17U 2231 110.0 961 .1602 24D] ITOA 661 (FROM THETABLE)OF'TNE W 0 C Q
SELECTED MULLION.R WILL Im
601n 1m.0 885 170.0 701 ITMO 1063 170.0 797 ImD 1240" 170A 87e 17a0 1417 1TO.0 944 i70A i594 17a0 995 imA TT71 1TO.0 1033 170.0. 2125 IMO IOU pea 2153 IMO 1053 129.5 2163 179.0 im � co
YIELD A MINIMUMANCHOR �� U to
631. 170.0 Om 170A 745 1TOA ilia 1702 OW 110.0 13a2 110.0 940 170.0 14W 170.0 -1015 170.0 1673 17" 1070 T70A 1059 I70.0 1tI2 35U 2960 170.0, 1153 ISIS 2060 17MO 1171, t1T.7 20M 170.0 .1171 CAPACRYWHICHMAYBE 2 W Z -
0 11In 170.0 9R fiOA 789 Im 11fi9 170.9 S03 vam Inc i70A 1002 17110 1659 110.0 IMS 170.A 1753 17DA TIES 170.0 191E 170A ANO 143.0 '1966 UOA 127E I22G 1966 17H 130E 10T.2 196E 1mA tzes USED TO QUALIFY ADDITIONAL :� D•a m Q
j LILL
721n 170.0 1063 IWO ITS 170.0 1275 170A im9 t70.0 14DO 170A 112E 1700 '1700 170.0 1226 15/.1 17U 17a0 1315 138.7 �1134 1594 .1306 116.6 1734 ISLO �1364 594 .1T3/ 150A 1352 ,RL7 .1734� 1602 IL2 ANCHOR OPTIONS FROM THE Z �i � go
ANCHOR CAPACITY TABLEn�
0 76 in 170.0 1172 1mA 337 tta0 t746 119.0 ION 163.5 'I556 170A 13W, UTA ISM 1652 .1235 131.1 /55S 151.6 1268 11T5 .3556 141.3 12SI 993. 1S66 pa] 12m 542 IMS 1223 1219 7313 155a 1212 '12/6 "� � Q
Sc
Taln 170.0 1151 I70A %7 p0.0 1391 170A .1116 165.9'147T. 1693 UAS 13a4 1477 IS2.0 :127A, 1212 WT 1311 '1206 109.1 .p77 i295 '1191',908 p7/. 116.9 1169 17.9 1W IJU 1152 "Sat 1471 1093 115!` ¢ a- O
9Din 1420 1110 N6b 9a6, 11a4 1110 123.9 960 f015 1110 107.9 951- a" 111C 9E3 TA 719 1110 075 322 71.0 IIID "60.T 910 592 Ilia 713 631. SILT 1110- 66.E 111 '44./ 1110 '62.7 Sm Z QC Q -N N
96 in" it/.0 916 72D3 e72 975 976 1015 :OSfi ®.6 975 613 042 132 975 70.5 ITS 65A 915 -712 A17 Say .975 SSA, 607 40A• 976 57A. 759 41.0 975 523 :no 398 .9i5 �193 767 Q x
1091n B22 '771 OIA 696 615 771 717 GIS Se.T 771 61-T 574 S1A 771 SL3 664 .46.7. 771: 49.0 'G55 41.1 -771 '449' 647 343 771 319 02, 29.4 771 35A 621 25.7 .771 324 fill fA
1111n TV AO 713 661. 63,1 T30 650 fi50 51.1 730 663 640 47.3 730 49.9 .631 42.1 nfi 45A 622 3T.9 730 41.1 SU 715" Tm 35S 500 27.0 730 31.9 '509 .217 130. 29-5 '6e1 N pj
W
p0 in 598 5u 61.0 689 7 6I4 612 660 42.E 624 44-3 552 376 124 3a2 6p 333 624' 353 53T 30.0 6L 322 531v •2SA 624 -21.7 519 21A' 67A I.d.6 'S09 1L7 l¢d 72.5 501 x
734 in 34.7 4m 35.1 490 Ia.9 433 22A 315 24.8 433 25A 390. 217 433 22.4- 385 193 477 20.0 381 '17.3 433 192 376 V 04 Q
a M r 0 CDTABLE11B �'" go o
SImIfSc 27t CAnrr0le 3<fallUtle 3.3a Cat, tCOo'/G4U il0e0174 u I PT1YODd tlClai. F m'Ry'
Archor 31I6'EKo 1/r EKo S'10-Lhwe9 VA'D.WM att0•Exo 3H6'EKo 1/1•EtD anP OcWM U4.OcWdl 1q•6S EKo 6/1P Eko 1/1'S9 Eko N1051ed W25Ictl Y12614d y
capacity ArKltxType Uomem Wra:m .Uerxm. uvacln. utm4rn uDr4crn UAmenn uara:m. Upr4caln 'MgrCLYor ue74c4n A®mt;amr sme➢1(G5)Scter(4>51 strerL075) PRODUCT,
pba) E009(7h1aKe QnY 1• 24W Y $Ur I• •2 yr 1' 2.12' 3-1/8' 1' 2-la 1' 21R• 11 2.11? 1• 2-Irr r &Ire• r 0.45 a6C 0.3M• as eomplyingwNh tha'Florida
FmRtrrcrt OnY 144 1314' 13/4' �131r 13W I-Xr 13q' 1a1'r r 1-1/4' :1-Ur. 1414' 1.1/r 1•114• 1.1/r MAI! 1.114'. 1•114' 1-V4- r 1318• 131e' Iota Building Coda
2ArtIna Q4.m'blln nnrSmMa0 ar C9e0443p(Ng.-tj 3®m.. 39048 /50m 090m a10m 630m 221m am ism[as 2mm. 200m 354 ms 7401m" 2a0105 3mms" MO Its 600 m. 374Ito .664 m,. 1M6m 341m 442 ms 0®m.. NOA-N0. 20-0406.03'
4 Arid1nla®1.Is pot O.n/SLT16 d(4r00s0Q12p(TV.2) 400m .MOMM WA .N/A 3mm 1260101, 3mm WA WA WA 3SOm NIA WA WA. .740 ins WA. WA. WA. 'WA WA. wzw m USws 1120 Ito Expiration Data 0512T12026
4 AW110li 03•Mtt O.C.IM 215 Main COPS I ft.3Y 78DIM 'T000s 68010E 1580m 6X Ws 12MIto "440m 1740m 180am 40 O 011 6s EGO NIA 760 4601b1. 740ms :6401a'• 1160ls 7481m ISO ms Imam 68226 -3a9m. 112DIDS r
4AnCWS@05r.Nh O.n/U-0p,Inlo.1m'Alm.IBg.4Y NIA WA WA WA "WA . WA NIA IDA WA WA - WA NIA WA WA 'WA 'WA.;. ,N1A. NIA. WA WA 'N61 NIA .t26r lm By
1AUtWfFCrp(R0.6Y /0.5m 1030a 225 m- 445m '776m' 316m "110m '411m .cam 135m 14om 177 W➢ 90 m1 1151m" 1SSUm :1601ta 290m 1e71a-. 332 ms :473m 770m '.221 ms 2®m MIamFOade Product Control
2AICIv9 t01./Y N2l O.ClF AS.62/0m 310It� tUA WA 1®m 630 Ws .10.1 Ws WA WA tYA 1900n WA WA N/A 3701135 WA MA. WA 'N!A WA" all MS 442 m' S®m
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VAWE6 AS THE STANDARD CLIP.
1.250•
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET I FOR INSTRUCTIONS ON USINGTHE TABLESAUD SHEE25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �N`-,Djj .-„L.Yift;y�;'%,
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EILACT,DWIENSIONS,SEE L
�•'•1.10ENSF'•;�(��
ANGLE SHEETS 21:23.HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •
• • • • CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,'APPROXIMATE HOLE LOCATIONS. ;.�.: Nb.66705
BE USED
- /+ �•__
IN PAIRS.L4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301:SPECIFICATIONS.HOLLOW AND4't
OROII'f--FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9M WOOD SHALL � e2(]
FIGURE 4: FlGURE5: FIGURER: 'O 3i :
HE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG.OF035.ALUMINUM SHALLBE ,;0.
• • 6063-T6 AND BEA MINIMUM OF.11Xr THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND �4� %� F<OR1OP•:'�����
• .046-THICK(IS GAUGE).STRUCTURAL STEELTO BEAT LEAST.125'THICK AND AML ALL ••••• 1G•JG
• ANCHORS INTOMETALSHALLEXTENDATLEAST3SCREWTHREADS BEYOND THE MATERIAL /�/i/� NAL 11t1t+��
#10 6IM2 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. I.Wx 3.94•X J324' A.LYNU MI&R,P.E.
• MULLION FL P.E.#58705
TABLE 12A
Yciion Capacity Table sift) ANCHOR CAPACITY A��,,
OponlnONidth(forwNca*spwkign6Llans)OrOpwMaHOtght(forhodwit ary-spariirgma5cm) ADJUSTMENT FORMULA:
SOk Win 70k 60In .9014. :look 120It. 14Dk. 150 bt
N«mnwbr 71rydTdm9. N•0fuoalty Tr4p/Td9na ItOclmada TrdWBlsog.. ReesrlN9r. TfapRduna F¢6sn9W0r 71apRdala, TmPR11000. Ractm9Wer Tr>gllMOnaNOdmpder r710 ppo .(ANCHOR CAP.,m,e,� F
MBdnD.. _Rda491al. 'D.Wrda,a PRO MUWONCAP.,,;,,,,e 9
2a4i26 lam ta0dn9 Lo4dn9 1a9tl11p la9drg Ia0dn0 L•ado0 Iwdn9- .te9du19 lmdn0 Lm6n9 L-ft - L--D0 la4dllQ' Lcd6tro ,LoOdnB L-ft Imd,o" r.
OtuWon •- S %. ANCHORCAP.
USE THIS FORMULATOOBTAIN IN s g s sg sl I
� eb s� ":� 11,
5 s� ae Is s� g E g e$ s� x4� s a
9 .g :5. 9 § h a • S fi :1 THE'ANCHOR CAPACiTY 76 0 ''W
s 1X¢.�x' � x ¢ x ¢ a�: x. 'x -'f _ ¢ x' � s x a. a� ¢ s @ ¢ REQUIRED'CORRESPONDING
42h 170.01 fi20 170.0 475 1170.01 744 170.0 47e 170.0 am I ttaD 506 170.0 .902. 17040 510. 170.0 1118 1171XO I &tt•. 170.0 1240 170.01 SM. 171LO Mal 17a0 621 170.0 1735 170.0 621 170.0 1BB3 170.0, 621 TO ANACTUAL PRESSURE 4e REQUIREMENT
k 170.0 70d 17m 5i4 170.0 8W 77ao 6w 170D -BB22' a" 630 17m 1137 _smo 66t 17a0 t275 wm 677 1TO.o 1N7 170.0 aw 17m 170D 17m .880, 1704 1963' 110.0 ,680, 17m ,2267 17n0 m0 OPENING,WHEN IT IS LOWER 0
50M5la 170.0 747 170.0 653 1".0 MG 170.0 631 17m '1048 17m 6w f7m '11t15 17a0 723 Ino 1345 17a0 747 17DA 1494 170.0750 170D 1791 i70.9 7W, 170.0 2092 Imo -756 770.0•2391 170.0 758 THAN THE MULLION CAPACITY 7 =
wh 170.0 797 170La 612 170.0 00 170.0 CAI 170.0 1116 170.0 754 170A 1276 17110 Ban 1711.0 1431 •170A 637. 170A 154 1170.0 B58' 170.0 tell 170.0 .a61: lm.0 =I ,1TOA ,E81. ITOA 255a tt0.0 w1 (FROM,THETABLE)OFTHE U
SELECTED MULLION.ITWILL ID m Q
all in flao 865 17n0 •701 170A 1063 170.0 7W 170.0 1210 17m wB 1704 N77 77ao BN 170A 1591 1700 B98, 170A 1R1. 170.0 1033 .170.0,2125 ,f711A 100 170.0,2479 170.0 ;1063 t6a9 28B0 77ao tOW YIELDAMINIMUMANCHOR '] m
co
63h 17MO 030 170.0 745 170.0 the 17Q0 a50 170) 1302 170.0 w0 170.0 MIS 170.0 1015 170.0 1073 170.0 1070 170.0:1659 :170.0 1122 17m 7231 �fl0.0 '41%9 160.7 2553 170.0 .1171 1.45.9 2553 170.0 1171 CAPACITY WHICH MAYBE l- W
USED TO QUALIFY ADDITIONAL z
rn
BBk 77ao 674 77ao TBB 170.0 1188 1T0.0 90] 17m.1364 tta0 1002 t70o 1659 77ao 1088 17m ,17A 17m 115E 17DA 1we 77ao 1210 17m zue 170A 1275 1519 2437 170.0 1208 132.9 2437 170.0 1280 ANCHOR OPTIONS FROM THE
= 72k 1Tm 1083 77ao B7e 170.0 1Z7s 17d.0 1009 77ao :145a.17m 117D 170D 1T00 1T0.0 12tD flan 1913 MO 1315 1700 2125 17a0 'JW7 145A 21w 17m .1485 124.5 2104 170.0 .15M 1092 Zlw nao 153o ANCHOR CAPACITY TABLE Z -CO {g� '�
7eh t7m /122 17m W7 'tT0:0 1748 170.0 1080 170.0'1570 77m 1209 17MO 17w _170.0 1322 765.1 19M 17m 1421 14BA two i70.0 1505 ms two ILIA 160 108.1 19W Iw.0 1535 D28. 1960 1527 1531 •�''W S 0
M 0-
0 s• �¢
78In 170.0 1161 170.0 967 170.0 '1301 17MO ilia 170.0 .1011 170.0 12W 170D 4w2 170.0 13M 15i7.-1561 170.0 1414 137A 1861 103.1 .1500 114.5 IM 147.3-.1473 962 1001 139.6 1459 85. 1881 137D 14w "'t
Soh 17010 ,1328 17QO 1144 149.1' 133a 1%0 1219 127.0 .,1390 130.0 1190 111A 1300 121.3 1170 90.4 13M 1102 1162 89.5 130a 101.8 .1147 745 �1398 -89.8-. tta ,.639. 1398 B27, 1105 :5S9 13H 78.D� 1095 �
eek t{7A /229 151.6 100a 122D 1228 =8 1070 105.3 1229 IJ12 1061 92 1220 98.9 1044 819 1229 a99 I= 73.7 1229 -d24 1016 61A" IZ5 •722 N3. -527 12M ,BSA 077 '48.1 12N 821 "867 Q Z m tD
108k 1035 Wt 105.0 077 8a.3 B71 89D %Z. 74.0 8N 772 w9' w.T871 60.4 O:ir, 675 •971 8f5 B2561.8871 5B5 816 411 871 49.0 '78a 37.0 071 N.0 '782 .32A 971 405 �T71 .N :cK�
111k BSA -818 87.3 W2 79.6 BID B1A e18 OB.1 B1B•. Tm B08 919 6L9 "1 63.0 010 56.7. 7w 47.7 '919 51.8. 774 3a7 9f0 N8 75e '7L1 D18 403 742 20.0 910 37.1 732 'Lu
I20k 755 788 IB.B 71B 828 758 w5 TOS 53.8 788 M. w5 472 7W '49A 6B6- N9 -788 :N:{ 677 37.7, -788 405 W8 31.5' '7eB 34.8:.893 21.0 788 7f.0^'wl 27A 7W' 7aA t01 � 'Vt.
144 In 43.7 W N2 a04 38.4 �848 37.0 4991 312 -a48 ;319 411 27.3 "BIB 26-2 4B5 24.7 ale :235 47D- 21A :618 22.8 474;. 182 we •19.5 4w 1fiA 516 172 465. '1a7. we 1 1a5 44B X
U N ¢ 0 "0
TABLE 12B 5. Z 0
91D116ae 27K Cancfebe 311 CaerM 3.5N Cam. HWU CMU FWWCMU PTWo09 BYnI o" E
Anchor , a'18'ako 1/r Eta Fm
OeU9ap ild'IICWa1 d16•F-ko DI76•Eko t/4'F1co 9rIa DeWaO L4.OeWall 7/4•S9 Eko Y74 Eko 1/4'93 Ell atO Stetl 0125ferJ a1281ea y
COp•elly u51xm UBrsonmm4 000kmr LILY.n UWOcm unwat Uurmm. uwmm+ A9aeG29or Uft=on A09n1comr st/evr(CS)scow(GS) s'ra4(1;Bp PRODUCT:REVIS)?D
Qb•) Eap Mime Q.Y V '.2-Vr 1' 241rZur 1• 2-irr 3-11B• 1• 2-1Q• /• 2-VZ V '2-10 1• ' .24rC r• 3-iB' r 0.4e' 05T 092d' "a5 complyying with tho Florida
Emladn107r 1-8'4• 13Ir 1-34• i Vr I ve 11M.. 11/r r 1.1/4• I•V4• 1.114' 1-11r i7ve '141C 1-1/4 1.114• 1-1I4• 1.1/4', .r 1-YEr 1Ai6• %aas Bulldin0 Codo
2AUtmaIC75•Wn.O.t-JSladada'OBselClp ai9.1a21 3MMS 300Ibs 4W Ib31973=
8309s, 223 D. e70ma 7s441bs 2m IN 280 Es am It. 74DUS 233Im. 37D 94 3201W 8WW 3741t. E64 IN w6 as� 341 Un 44210s aWm HOA-No. '2D•D4O6.O3
4 Ancfws 02.6r 67h O.C. staldmd W01W)C3lp(FlO,31 74910s 7409a 6300s 12COUD 43D bs '17ww. UZI 10s WA WO IN. .tb47 W51ns 4251W 740 Os: 6151m llialts IUA Bw 10a WA- 'Su kr am 112D It. Expiration Da100512612026
.Amha9®1.71•Mh O.C./etandud("Obel)CDp(Fy.4Y mms 030 '7W ef9 18001bs 608 aA 25WI0s .N/A WA 705Its ,WA 7B9I, SMim 1110ms fif0109 1/78 Its WA WA WA" 1022 ms 'UV IDS 1680Irs
,$Ziors 03•NIa O.C/(2)285 An0e Clips I(Fe.0 7W D75 78 68D 0s s .12801t• 440 bt- 1740Ibs :IMMs b30In IVA• -700M• .4WIW 74D lbs 840161 11m1m 748lbs 9BD is- .189210s 692 Es B851bs 11W Ik BY
6AMn=49S•MDLU.C!(2)215ADOCWBJ(fl0.611170 as 117UMS IMOMs SM jag laB01m ,6W Cs 26101as .26141bs at 840IM IUA 1140 Ws 69D 16d. 1110lbs 96011n. tt401bs 1122 to 1320 Ds 26M an 1022 Bs 1327 ns I Ira MiumFDado Product Control
3Anclurs($1.3r Mln.O.C./UCIW.au0.175•A9m.IFl0.71 NIA WA IUA N/A N0l ,WA WA� WA- WA IVA WA IVA NIA .WA NW IW WA WA' WA WA NIA 073
6And7as®0b4•Mk:O.C.- CUp,Mo.123•Nm.(FI).Ok N9t WA WA WA NIA WA WA NIA WA - IW WA N/A WA WA NN WA UTA NIA 10A WA UTA 21 Ik
2Amhas@2.WAdh O.CJF4Tp(fl9.9) 3701bs MIMS 315 Rs 310®s G10m 215 Rs 11501Z 7121as IVA 280 Cs .NIA 31BRE 21311s 3M an 2ae lbs 5mms WA 440 Ob WA 34125 4421Ds SW•s
3Afkt-QI.77'MIaO.CJF4� l0 443IOs 528am 370 Rs 3mms Milo 3w•f. 72701bs N" -WA 353WS NIA 3099a 2S710d 655105 309101 7390ts WA NU ILA w1� fi6d Ws 840 ss
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C:\CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24.
FIGURE I: FIGURE?: FIGURE3: FIGURE4: �//
• • • • • • • • TABLE NOTES: 2000'
11t1t11/I'//
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR
• • • • • GENERAL INSTALLATION METHODS. .......... i
FIGURE 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE
• • • • • • • • • • LT IF 50. Yr =
3)MUW MU
LLION FOR EXACT .2 4.000• No.58705THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE - O '-LOCATIONS. 0 .
FIGURE7: ANGLE CLIP 4) BSH FIGURES: FIGURER FIGUREIO: SU TES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOWAND GAOuT-nuEo CONCRETE BLOCK UNIT
�,n�.•':FtORIPI;. ����• . �, •..,....
® ®' (FIGURES 5&6) (CMU)SHALAD.CONFORM TOA5TM G iro 80.WOOD SHALL BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55. S�
�• • MUST BE USED ALUMINUM SHALL BE 0063-T6 AND SEA MINIMUM OF.I2S THICK'STEEL STUDS TO BEAMINIMUM GRADE 33AND.00-THICK(18 2'X 4•X 25'MUWON �NAt1Et1�`
INPAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK ANDA38:ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LAW MIIIER,P.E.
• • THREADS BEYOND THE MATERIAL*t0E#12 ANCHORS INTO WOOD MAYBE STEEL,11"S.S.OR410S.S. FL P.E#58705
TABLE 13A
Motion Capacity Table Bp r I
ANCHOR CAPACITY ®, :
Owing Wkm(foruadicasparrirgnwffos)orOpanfnBHdpht(fonc�r(zaraAysf� lmID r6oro) AOJUSTMENT,FORMUTA
50in BD N. 70 10 Bain '901n .Imin Win uOW� .tm ln, F
ANCHORCAP.,e„�,
RocWwodar T-0111-9. .Rodon9ldar n?pRd••9• Fap6vl%d, Ta4adarl9. Rccteng�4or TWff&.g R•cenO•Iar Trap/fdmp... 1TocMnp. :TlopIft-9. Raclen0dar Tr•Wfriono.. :R•91•rgd4r; Trap/fdsn&. (iochnader MwIlIf(onp, IDP®IXfaMUWONCAP.,m,, ) �$I�
2x8x36 1D30Y1p lasdrl0 Lo�n9 I.tlpdn0 Ima410- - Tesail9 (nano lm6ln0 to0a110 "Saadlf0 L-ft L-Ift UA&V _ImdnO 1-nnana. Imdno .:Laaft L=ft'
AW7n hbo r n r r r r r r. r r .� 'r r n a r r r r a ,dr, r r, e a •^ ef191CHOR CAPS
Mu180n a� a �.-. � a.� a 'off � 'a.•- a a.. Fc �g �.. �$ q�^.� fin' aM a
13 saa aaa a„ r3 t�vd �o � ���� g e E g s a� a s e r n 1 USE THIS
ED"COR ES ONDING N
�� � $�$ b: THE ANCHORCAPACmLd
a � � � �� � _ � � 22 a� d�rc REQUIRED•CORRESPONDINO �Z v9°
TOANACTUALPRESSURE
+zm 1To.o em nao 43s nP.o 714 uao[41.1 uDA nee nao;SDe no.o eB1 nao 619' n4a me nao •621 nob 1240 11aD 52f 1roD 1488 ar4o e21 17ma ,1735 170.0 6z1 nao .123 nao set O
:REQUIREMENTFORTHE IJ 0
481n 170A 706 1740 `524 170.0 050 170.0 t70.0 9� t70.Dn3o: 170A,1133 170A66fi, 170A 1275 nOA, 07T. 1740 1417 170.0 .080, t70D 'nm 170DB60 170D 41IG4 170.0 eeo 170.0 2267 170.0 660 OPENING;WHEN IT IS LOWER �-1 0
SOA75N t7Q0 747 1740 583' 1T40 e9B 1T0.0 1T40 1010 170.0 004 I_.0 1105 t7o.D m'. nao 1115 170.0 Tn 17Q0 UB4 170.0 -759 170.0 1783. 170.D '.756 170A 2092 171L0 lie 170.0 2391 170.0 758 THAN THE MULLION CAPACITY '� fY b V
'(FROM THETABLE)OFTHE -�o Z s<b nao 7B7 nao afz 1740 95a tmo 17oA tlfa no.o 754 170-0 1275 170.0 '603 I70A 1434 170.0 637 170.0 1594 170.0 eye 170.0 11111 .1r00 eel '170.0 2221 n0.0 eel 1TOD 255d t7a0 eet 'SFJFCTED MULLION.nWILL "m o ZWYI 170A e85 170.0 701 170.0 1m3 HOD 170A 1210 170.0 e70 170.0 1417 170.0 944 1740 1504 170.0 OW 170.0 1771 17U .1033 170.0'212S 170.0 1063 176..0 2478 .170.0109317" 2833170.0 '1083 "YIELD A MINIMUM ANCHOR �CAPACITY WHICH MAY BE l'' Z
Rh 170D 910 170.0 745 170.0 1118 170.0 17a0 1302 170.0 04D 170.0 1488 170.0 1015 17MO 1013 170.0 ,1070 17D.0 IMP 1740 1122 1Ta0 Z131 170.0 1169 IMA'2m3 170.0 1171 170.0 2M 1740 '1171 USED TO QUAUFYADDMONAL �rAIn nao 074- 170.0 789 170.01199 170.0 170A 13e4 '170.0 toot 170.0 1556 170.0 .1008 nao 1753 170D .1155 n0A 1945 IMP ,1210 170.0 2338 IMP 1275 170.0 2727 170.0 1206 ITOA 3117 170.0'1288 ANCHOR OPTIONS FROM THE721n 170.0 1001 17Q0 578 170.0 1275 170.0 17DA 1409 170.0 1120 170,0 11m tla.D ,Izm 170A 'W13 .170D 1315 d70.0 2I25 .1T0.0 '17eI .110.0'2550 170A .1/8e .1T00 2875 '1740 1579 170A 7100 LNUI 1MO ANCHOR CAPACITYTABLE .U761n 17U 1122 ITMO 837 170.0 1348 170.0 17U 1570 -170.0 1=9 170.0 .1704 170.0 1322 171L0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 292 170.0 IMP:, IMP-3140 170.01 1604 1711.0 3509 170.0 1705 J O. U ¢
-76In' 170.0 1151 170.0 '967 170.01 1351 170.0 Ilia 170.0 1611 170,11 1250 170D 1e42 170.0 13M 1700 20R '176.0 i474 170A 2302 170.0 1534 170.0 1763 470.0 1700 470.0-3223 lino �17n 1740 Teat 170:0 1798 � �_
mN 770.0 1378 17(L0 1144 170.01 1594 1170.0 120 170.0 1e59 1711.0 1/96 170.0 2126 170.0 10.9 170.0 2301 179,9 14
:1793 170.0 2558, 170.0 -1913 170.0,,3113e 170.0 2126 150.0 3413 170.0 2213 00.6 3413 170.0 2351 Z ¢ Cl)
9694 170.0 1417 170.0 1272 170A 1700 170,0 1434 170.P 1087. 170A 1872 170A AU.4
4� 170.0 25M 170.0 iB52 170.0 287] 1T0.0 2095 100.0 3100 170.0 2335 137.1 •31IN 160.6 2470 120.0 3199 15a1 2428 6.5 SZ a�0 t0
rn In a o 0
I09b 1740 1EA1 lo.0 1400 170.0 .1013 170.0 1047 170A 2231 170.0 197D 170.0 5 164.51 27e1 170.0 ?271 140A 2701 181.9 2733 177:8 2/e1. 140.4 27n1.105A Tle1' 125A 223! l¢7 2701 11a0 2190 N.+
lit In 170.0 I= 170.0 1454- 170A low nao 1Tm 170.0.2293 170.0 1832 nao 9 151D 2612 1e2.7 .2745 13BB Z8>Z 1/e,4 E16 170.e '2872 '12a4 21fB 97.8' 2032 115.1 2128 es.{. 26J2 .1m.J 20193 ,LU X
120N 170,5 /T71 170.0 ISM 17D.0 21MZ IM 1859 1544 2252 15BA tB91 135:1. 4 n0.1ca
X
144In 125.1 IW4 1269 1445 1043 1564 f06.1 1175 e9,4 15G W3 NO7 7a2 90 e8.5 1564 72.J 1773 626 158f 65,7 1356 521 1584 56A 1330 f4.7''1501 492 1305 39.1 1501' M.4: 1T83 l Q N Z CD
•Q :Q
ABLE 1313 g to
s t.faW: 279 C Mfe 39 CeMrela' 3.'.Y COM. HwoW CMU Fl WCMU PT WOW Meer ' .�
Anchor WI6'Elfa 11P FJc0 3f10'Cewo11 7/Ir WWI &10'Elco 311Vkko 11,r 01. 3116•DIWIA 1W OsWae V4•SS ECo ma' 7ff SS Elm 8f0Slml tl1261ctl tl125toal.
Capacity A1°OafType 180acanUeracon N0eco41' UluecoM 10Vaaan UWocon Wrzc4n UNpcanl, lArxont PD ty AIw•Gotor UBacon. Ap}al3amr s4rw P35)acrow(4t5T 0-(W) PRODUCT REVISED
(the) EO9No
MT .T 2-0/2• 1' 2-trr 1- '2V2• I' 2•if2 3.1fe• 1' '2-1 T 2-IW _ 1' 2VT 1• 2-V2' '7 1Ve• 2' 0.49' a6P DA24• qa complying with tho Florida
EYM fau• 1a7a' tau• i•31P 13•4• 1.3W 1.II4• '1a14' 2 -1-V4' '1•V4" 1•iW 1.1f4' 1-V4' 1•i14' 1•V4' 1-1f4' 1.1W 7•VC 2• 1.J18' 13'e' ladaa. Building CodO -
2A1tc110ra®4.76'MatO.C./Se1tl44daMwt .IA71: 30W. 3soM4 4501bs 8ma,. 310q. BmWa �22020 87011. 1044W. 710a. 280W. 3541t. 7409s 2301na 37D1f• 320Im 500W 374W.� 054M. WA In -34IIm.. 442aa 600 NOA-No. 20-0406.03i'
4 Aitclwa®4Aa•MU,aa/slaamla(aroe ala 3t Tao ao .TmMa .mO Wa 1760 ps.ONlit• 12mp ,N010. n40 Ws 32>ZI6a .aO W. 5m Ma Tm ibs t4mW3 4m lw 74ofm 6109• 1180b. 74e W1' I=Ws, 1B021ba. 6021bo .W59• 11201m Expiration ogt•osr2sr2oz6
BAncimc4$7.71'Min.O.CfOtaMaal(ar 00abFl64r t18D Q. 14002. 10100• 25939n 9gWs 2520 pu 'e/0Ra 34101fs WA WA 9100t. WA =5 V. 075 Ws 1400Ws MR. 1370 Ws WA WA WA 13830n. 17/0ac 224010s P
4 Anolom@ W Mat O.C.1 R120AMW 19.67 7m Wa 75O1bs 6WRA 16M 1m .620Ma. I=is 4406s, 1740 Ds IBM" 50Wa 5m e4 WA. 7m We 4m Un -740ft '640 W., lim 9s 74B Rs -e80 Oq 1802 W.. .:681 W. 085 Qa� 1120 Wa. By
8Archsls®e`Mirt O.C/12)295Aogle Ig e715m Wa 15M Otg 13602. 3120 M.1240 W. 25M W.' 880 as 34B0 ft 3782Ws. 1080 Ws 1120 Un WA 757DWa WD Rs 14B01b 128011m 232D Ina 149615a 176OU 3184 Ibs .1303 On 1770 W. 2240 ft Mlam ado Product Control
12AM11ar.®1.6•Nat O.C:f M 2a6Ngio 70.71 ISM Ws 2100 Ms 1440 M 3TW M-1TBO Ms 3760 d. 1200 0a 6lm lea WA WA 13201. TVA ism Its WO lfs 22201b5 11400a 2660 is WA WA WA 2045 t. 75541ta, &%a LbS
4AMtua®1.34'Mh0•C,/I7-Clp,a4a.126• 74F8 WA WA WA WA WA WA WA WA WA .WA WA WA 'WA. WA WA WA WA' WA WA WA WA WA 14301bs
8 Areft.®0.64•Min.O.C.I U49p,Ir4o.126' Fla 9p WA WA .WA WA WA WA WA WA WA WA WA WA WA NIA WA. 'WA WA WA 'WA: .WA .WA WA '2087 Ibs
2 Af4AMQ 4A0-t44L C.Gf F-ap 090.10)1 390 W6 I 3901b.I 4500.1 800 Its 1 310Its 030Ws 22010c UMba 16161M 270 etc 280 ft3541t.. -740Wa 230IN 370 Ws 3106s. 580Wa'. 3740. .638 MS 04a Os. i34110. 442Ib1 6mM
WW 60 C.4 A 01.71. a. C7 F-M /11 600Its 7mlba 50.SIbs =6 Fm •470 Ws f2 t 405 ms 1 1705201 WA I WA 1 4700.I WA 633m3 -33815s 1 74020-1413Ws 1 W5 ft*I WA I WA I IVA .652 M. 085 b. .11MItA
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS,THE STANDARD CUP.
TABLE NOTES: •26W
FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: FIGURES: FIGURED:FIGUREID: FIGURE II: 20t70•
• -• • • • • • - • '1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON
• • • LOADING,-SEE SHEETS 24 FOR GENERAL INSTAIJA71ON METHODS. ��QNY LYN/y
2)UNEAR INTERPOLATION 13ETWEEN MULL LENGTHS ANDIOR OPENING WIDTH$IS ALLOWABLE �'t_ 'UCCNSF'••���
• • • • • .• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT ONENSIONS,SEE SHEETS 6�" NO.5B705
21-23.,HOLES TO BE DRILLED IN THE FIELD.FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON -Tr
FIGURE 5: FIGURE 6: FIGURE7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ^.,D; G
ANGLE
CUP 4)SUBSTRATES:CONCRETE SHALLCONFORMToAC1301'SPECIFICATIONS.HOLLOWANDGROU7-FILLED O'• TEOFU ',•���
..(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM.CAO:WOOD SHALL BEPRESSURETREATED T;�••
[1EUDEEPAIRS.
MUS YELLOW SOUTHERN PINE WITH AN SG OF0,55:ALUMINUMSHALLBE6063-TSANDBEAMINIMUM OF'.125" %C`;7 '':.ORIAN..•-U8 DIN THICK.STEEL STUDS TO BEAMINIMUMGRADE33AND.4'THICK(18GAUGE)STRUCTURAL-STEEL:TO �ji'370/V BEAT.,LEAST.125'THICKANDA30,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW A'L4NAVIIBBE)*,.P.T-
THREADS'BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,16.8 S.S.OR 410 S.S. 2•X 8'XZ5'MUWON FL P.E.#58705'
TABLE 14A
Mumon CapacityTattle m61B2
ANCHOR CAPACITY-
-owing VamIf"W19Daut6pani mf tgaare)arOpeningHeight(fortl d=ft*sp9mhgmWors) ADJUSTMENT FORMULA: �.� F
50h 60h 70N - 'mh "BON I In 120N t40N :7W h, Y g
pecNB9u�r 'Tmpf70mB• RMalgldar ,Tmp7i4nly Realat2uly ,.TmpTO/ryl.. ttecu4puhr' TmpRIWa.. RBcieimu4v Tm1J70mg R-MM11" TmplTOurt} �RectmWwr 7mp170a1g Reu3ngW{r Tmp?Oug'. ANCHOR CAP_
RIz19n0u147. Tmp1f03rt0: (OP®-)X�MUWON
12Ci211' LooOlna lai4yp LaoON9 lalmig laaiMD. .Lna31p L-Im Lo-mv L--&9 Loafra L-&Q Lmrlkg
$ L a00._ &U-ftP -=Ba L.9 n�0
X.12
Y
TubeMull a -ANCHOR CAP
d.. a ' � NCHO 04
sg yyyy r�s �h�•g 5_� �g 6_� � 6 .�- 5 .6>y �y @5 sg :q6: 5" �g �" 'USE THIS FORMULA TO OBTAIN S O Ld
axe @" ' - � dx n� '3@ d4"k 3`,8.. dF `s '2F �. � THE%RED'C CAPACOY Z E� F
.REQUIRED"CORRESPONDING ,0
42In, 1442 US 187.0 428 12a2 579. 14a0 419 1010 SM 13a9 4W-S0.1 'SO 1348 411. Bat -06 1341 oil 72-1 628. 13LI -411, 6a1' 628, 1341 '411 -51.5 SM 134.1 '1411 4a1 628 1341 411 'TOANACTUALPRESSURE, 0C
4aN 08.e 4M tOdO 333 Bay 4M 947 '726.r
4M t16.1 320 844 4M 81.4. 317. S37 :403 :78:1 316 463 '403 ;7a8. 314 4a3 403 ,7a.6 ;314 :345 403. 7B.a �314 302. 403 .7aA 314 REQUIREMENTPORTHE'
,OPENING,WHEN IT IS LOWER ? _
MMSM M3 3M 91.0 301 6a6 362 71L3. 294 20 71.9 289: 51.5 3E2 -67.2" 2M- 41T 382 04.0` 254 41.2 '382 U0 -287" 34.3 3a2 63.6 '283 .2A = '915 283 25.7 '30L':D15, W THAN THE MULLION CAPACITY
54In 67.8 318 74.1 207 5a5 318.- 64.2 �281. 31a 57,7 258 424 318 515 :253�• 3b7 -318 50.0> 250:r2l.4
.318 49.6 Z49 2&3 316 .49.1' :248 242: 318� 49.1 -�246 212 .31e:; a9.1. 248 �(FROM THE TABLE)OFTHE �LU I o'
'tSELECTEDMUWON.R.VNLL 'm m
C 60N Oa6 768 63.1 219 412 253 45T 214 256 40.7 210 30.9 258 372 207 27.6 258 349' '1111 350 314 2M 2D.8 25a- 322 201 77.7: 268 322 201 16.6 -.258 322 201 'i� U
-4e YIELDAMINIMUMANCHOR
6]N 427 231' 4a6 20c 316 231 3a1 195 2M' 34T 192 26.7 2M 31.6' lag, 217 M4 29A. 103 234 2&0 164. 17.0 Z14. 2aB "183 16,3' 234 2a¢ 1W ;131 234 •7a5: 187 CAPACITY WHICH MAYBE 'i2 W Z
681n 37.2 2i].. 39.1 183 3L0 213 33.7 119. 213 29.a 178 232 213 -T7.0' 173 206 :213 25.1' 170 '213 23.7 169 1a6 T13 Z22 'iB) 13.3 213' 220•:�160 118 '213-'220 168 USED TO QUALIFY ADDITIONAL L ,• W
ANCHOROPiIONSFROMTHE Z •��
72N 288 178. 30.7 155 -218 179 25a 154 1 ZL5 149 17.9 179 213 I 15.8 176 10.7 NS ANCHOR CAPACITYTABL.E �
76N M3 161. 214 140 203 181 2L0 .137 17.4 ,1 ,10.0 135. 152 7B1 -1T.D t33
78N 226 162 21fi 133 1&B- 162 t0.9 131 761 'Id 17:6 Y1B r
C4
F- N Q d) .10
TABLE 14B H K yqZ
6e0ceats: 27kCancmla 3kC-t. 15kCone. 'Rotma U FgWCMU PT mdw
AIIChOf Ale11or7 y18'Eto /lp l8ea' 3116.00W4I7 17{•DaWW1 y18'Etro YIB'Elm 1N•Elw: 3116.OoWu4 114•DOWaII UP SS Eka y1B'.Elw tA'SS EIro /t091ad af26led /1261ceJ'. N -N
Cepaelty Utmam' IAOaeM Utlnr4m Ummmm* UIumon u4meM U0104M UN4cm. U100w0• AD®0aaltr lfOmeM A11 0 4 4 311 6r 8em7(GS)BorC/(Cw'i)_9crta(0>) .d' X '� '�
(Ib9) EON DIllmca 0n 1• 2-Vr 1'. 2.1? 1' 2.1? J. .2.% 3-ur 1' '2-1?' 7- 2.1? 1' 2.7? -1' '- .2-1? r: ..3'lW' r 0.40' D.5f. . 0]24- 'U -N
EmaeOme86oT 'I-N4" 134" 1.314' 1.314'' 1.314'' I-N4' 14W 1.314• r 1-U4' 1.1Ir 1.7RP 1-UP 1.114' 1.114' 1-114'!4W '1.1/4' 1-iN' -r - t•LB' 1�7a' wrim ,Q
4 Ancda4 4®Y MN.O.G/(2)2a5 AnOo l]ys 117a6 13 BOW 7e0 W B&110s 1560 W 020 W 1T60 W 4i0 W 1740 W /09a W 540 W 580 W WA TC-0 W 4M W 740 W 640 Ns MAW 740 W 600IEi' 7BSa W 682 W. 605IDs 1170 W: ,•a i Z mQ 'l I�
PRODUCT REVISED
ae eompIxIng with the Florida
Bulldgi,Code,
NOA-No. 20;0406.03
Explmtlen Date 05/26/2026
TABLE NOTES: By ✓�
Mlam Dade Protluct Control
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET2b FOR INFORMATION ON LOADING. I-t266,--I
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE.FOR EKAC1-DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23: 2.1161.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CUP MUST BE USED IN PAIRS. .126*
4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI301 SPECIFICATIONS.HOLLOWANDGROUT-FILLED �1 6W LY-tJ111
CONCRETE BLOCK UNIT(CMU)SHALLCONFORMTQASTM601X WOOD SHALL'BEPRESSURETREATED ' `` +�t •••.�Igj
YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE6063-T8ANDBEAMINIMUM OF.125'. T GCE7iSF•.,(�
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND:045'THICK(18 GAUGE),STRUCTURAL STEELTO BEAT
128'X 2.11'X.125'MUWON' '•,�
LEAST,125"THICK'AND A30;ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FINMUWON) fi: No.58705
THE MATERIAL#10 ANCHORS INTO WOOD MAY BESTEEL,18.8 S.3.:011 410 S.S.
;moo:••G• 2
TE F� ,•`�'
r Qt
/5��01VAL 6�G�`.
A.LY I�111W&'1 P.E-
FL P.E.#S8705
i
TABLE15A Wpia
Mullion Capaolty.Tabl4 Ionia 1 ANCHOR CAPACITY �^
OPening Width WWrtiealV613anIftITIL"Os)of Opening Height(for hatimltaEyspamingmuZons) ADJUSTMENT FORMULA-
so in 60 I., 701n! Boln _ YON•. 100N; 1 1. 14oN 160 N. ANCHOR CAP„e,,,,,
RaciwtDtbr -Tt.Wrd.n9•. Rdfflmdm TWT141!
Rw-odw TWffdW, 13-4-v4ar T1.9l7danp. Racra W- Tmp/rdaa9., R.Waular TmPRdam, .P-mngdar rnoueno... ROCIa11pIlN T DP (
3J!6']O lAadY�O Q.
la0dnp lnadnA tmIaadv Laod,p- laldnp laodny_ 'leadnB laadto ,L-ft L dnA latdno loBdnO Iaadno :wwno L dm T.I�nip ( )X`MUWON CAP.,ou..� ^ �
OEa AL '02
a d^ v.. s B .x, ,�• 'p r. r. r =ANCHORCAP.� .
BAYMULL & ' a� L'. .�. a,, $ . ,� R2 ao�. aA F a• �. ap r r.
usETHISFORMuIAToograN ,: o>< 666b� 3"� s STHE•ANCHOR CAPACRY �s f s s @ � REQUIRED'CORRESPONDINGEr
TO AN ACTUAL PRESSURE{2N 1740 6m. 17a0 435 170A 7N I70.0170.0 SO 170.0 NO 170A 992_ 170.0 519 170A 1115 170.0 521 170.0 '1240 '170.0 621 170.0 1488 170.0 621:' 17D.0 1735 170.0 -521 149.1 1740 ,1740 '521 J O
'REOUIREMENTFORTHE-
46Nj 1740 706 1740 521 1Ta0 55D 17a07749 ._0B2. f70.0 6:40 170A /133. 1T40 681 170.0 1275 170.0 SU 170.0 1417. 170.0 680 IS= .1522 176.0 :wo 130.5'1522 170.0 :dw 11421-15m 170A '800 OPENING,WHEN IT IS LOWER _
'THAN.THEMUWONC4PACITY ,E m `V
50.625N 170.0 717 1700 be3 1mA 896, 170.6 fill i7a0 f016 17p.0 6B{ 170A 1185 17a0 723 I70A 1345 170.0 747.E lw2'1443 170.0 758: 138.8 1443. 1740'7W,.•117.3 1443 170.0)750",1RL6 1443 170.0 758 -'a Z
(FROM THE TABLE).OF.THE W o ,¢wNl 17oA '7W' 170.0 612 17D.0 956'. 170.D 691' 170A -ItiB 1740 764. 1mA '1275 170.0 903 iW.4 1753 '170A 637 1/1.3 1353 .1740 659� tm3 -1151' 170A 861 103.1 1L`,7 170A 1:881 f6)2 't30 -170.D '081 'SELECTED MUWON..ITWILL. _
6D In i 170.0 585 _170.0 701 170.0 100 170.0 TW 167.0 12f5 1740 B78 MI •1218 170.0 90 1229 1218 ;159A 908' 116.9 4218 1R.1 924, aid MIS 140.1 -013 53.5 1218 IIM '913.:73.1. 12ID 11at ,eta 'YIELD AMINIMUM ANCHOR 1-• ((���]]5
WN' 170.0 930 170.0 745 170.0 1116 17ao 80 1542 t150 ,1649 SM 131.4 '1150 163.0 9141 116.e 1150 141A DO: 105.1 t16B 134.2 CBS OLB, 1150 126.1 .871 75.1 1150 1ffi2 ;870 ,6&7, '1150 tW2 IBie' '�PACITY,WHICH MAY BE ,� W Z
USED TO QUAUFYADDITIONAL. '� 'IL `�. '❑
B6N! 17a0 974 170.0 769. 152A 1018 189.6 801 130.0 IBM 14B.B OS4, 1143 1045 13XI 650 101A'100 �1234 839 91A 1048 I15A 630 ,J02 two 109d 'BLI' 53.3 fw& f052 515 .57.1, 10/0 1032 'BIB ANCHOR OPTIONS FROM THE Z •rD� W
72N. 74aB .680 1(79 Tw f17A .000 im.0 748 10" 080 1145 734 88.0 86o 100.0 772 702 880..-92.0 712 70A �-'Wo �.W2. 70' S47 .866 ;702 wl, 60.3' 880 .785 BOB ..MA BOB. '744 656 � ANCHOR CAPACITY TABLE
7BN 1147 760 125.1 890 09.8 -790 106.4 8TB 05S 790 93.3 W3 74.5 .-790 S]9 OR 655 '790.` :70.9 641 59.9 780 71.7 673' 49.9 I96 &5.1 624':42-B, 790_ 6L1 �619 .37A, 790. '61.6 617 @?
_ CDT6N 110.5 760 1159 6Sf 923 730 9L1 eN 741 -760 '6a9, 632 692 -750 '77.1 62/. 81.5 750 704 -012 55.4. 750 65.7' 605: ,482 750 594 594 �.39A 750 662 US "A 750 55S '506 F_
BON 721 60 74.4 800 60.1 60 07.8 491, n.b fSGI 54.5 407' 45.1 SO 15.9 475 40.1 :Sn -44.4 486. 38.1 :SB3 409 482 90A 50 1382:1452.�25A 683� 31.3' 045 2z5 50 319 442 QgoW
85 w.1 M7, 19.5 196 51.5 p9 424. 486 M.6- 427 77.1 '405 70A 427 730 :493 36.1 416 m.7 �195 332. 4D9: .2A.8 485 212 195: zaB. 3w 108 455 :25.0 700426 73] 31.5 791 33.9 3/8 29.5 331 31.1 342 20.139127A337' 232 Xn 24.9, 333 2" ,3N 715 378 17A 391 149 MI 17991fi � WI ]70 .382US 320 370 =0 330 M.7
24.9 370 753 3m. 21.4 .370 229 318 122 370 20.9 312 160 'S/O Lu W
0
tm In 30.4 317 .30,9 m8 243 317 2d0 Tw 18A 317 �19A 270 109 317 .179 273 Q -m Q 343
144N n.6 2m 17.5FILE 2W
51
B � Ih
7
sw.5w« 2R-C-18 3kc m.N 24%Caw. Ho-cmu MdCMU PTWaotl uam PRODUCT REVISED
Anchor 3nB•Eko .vr 9w 2110,MWO 1/4,D.Wat filterFJ.. Me,S. 114'el. 3116•Da1Hdt v4'.4wa0 W.S9 Et.6/7r Ciw IW BS 0.0.nu stel n2stad .►12Btcd as Comp lying with tho Florida
Capacity AtChcrTy{n: 13usOn uwa:0A Um-no Lqt. . Ullteaon IBDB- IIV..m Ullmro Lamm. Bulldin Codo
ADpag.ttx .tno-o:an ADPea3mr sarewr Bomr((35),8a0.3W) NOA�do. ;20-0406.03
(Ibe) GdO.INalerce OnT 1' 2.12' 1' 2.7rI 1' 2-1/l 1' 24Y sva 7' 'Z1/Z' i' Z7? 1' 2.1? 1' 2•trc 2 alt0' 2 0.46` 0,5C 0.321'"
fin6ad..99nk I've 1-314• i7/a• WIP 1.3H' 1.311' 1.314' 1.31C 2' `I•I!P 1•v4'. 1-Va' I.114' .1.171 1•va' .1.1I4' 1-v4' 1-vT 1.1/4'' 2' iSfs" 13B' wdas Expiration Date 05126/2026
2Ancbm.4As raR Q4/Q12e5Aryb c1R 11F10.tk'30D®s 39oft 4604. 89olbs 310® BYI Qts, 270Wa 8/01W 1700 Aa 2701ba mBR '.351me. mum 900s -MGM. >m 9s bBO Ne. 314 Da- Tm 1m B18Oa - 341ma a62un b6D im
4AmhmC3FKMo.CI(2)245At1 9. !(Fl9.2k 7B9 @1. 780160 700 m0" 767016. GNU 128028. 4401ba 1740 N. 2525 Ate. 6001ba WO Da WA 112BIba 460 the 7401M ;6101h.- 1-0Ih. ' 7481b. 880 N^i- t89210. 8921bs. ,e&SUm 11m We 'By' C
6 A=h-IM 271'1d0L O.c.1(2)2ffiAn01ew ! 10.3k 112D In 11mma 85311n 2248ma -Boo rm 1090161 w0me 25981b, 2254 ms WA e(0 m. WA f069 We w6ua 11f0 Da eTB IW 1BT9 Aa WA 13mm WA 1022PM 13271bs 1 160015. 'Miami-DadO Prod4Ct C.n1r..
FIGURE 1:
TABLE NOTES:
• 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEEr25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS:
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR.OPENING WIDTHS IS ALLOWABLE t t 11 1 rl
3)MUWON AND MULLION CLIPS SHOWN ARE'NOTTO SCALE.FOR EXACT DIMENSIONS'SEE SHEETS 21-23.� .125' ``�� ONY.LYN/V
• • • • HOLES TO.BE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� •""' �J/ �%
FIGURES SHOWSUGGESTED,APPROXIMATE HOLE LOCATIONS, 30' VtCENSC'•.C���
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �5D• _ : No.58705
FIGURE3: CONCRETE BLOCK UNIT(CMU)SHALL.CONFORMTOASTMC-90.WOOD SHALL'BEPRESSURETREATED - /7 -.•
• • • • YELLOW SOUTHERN PINE WITH AN SO OFOZ&ALUMINUM SHALL BE6063-T5 AND BEA MINIMUM;OF'.125', �•p;(/( •�'
THICK STEELSTUDSTOBEA MINIMUM GRADE 33AND.045'THICK(18GAUGE);STRUCTURALSTEEI:TOBEAT 3VBAY %J� s F /�j�
LEAST,125'THICK AND A36.ALL�ANCHORS INTO METAL SHALL EXTENDAT.LEAST3 SCREWTHREADS BEYOND O•'• A OF
• • THE MATERIAC#10 ANCHORS INTO WOOD MAY BESTEEL,�18-8S.S.OR410S.S. MUWON '. %�iP"'10MON;. G��
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. SZONAL
A.LY(ftSfihl!1 ,P.E
TUP.E.#58705
TABLE IBA
"MWtlon Capacity Table Ibe An
ANCHOR,CAPACITY R
Op9ninpVJtdth(farlvNcalysparHn01m40re)dropanhlO.Halpht(larholizortaly-spmrtrgmuWcns) ADJUSTMENT FORMULA: o'd•, o
501. Soh 7010 eoh eo In loaf., 1201. 1401n:, loom � r
RmLmgdw TrWTA.na Rsclsnadar .11.00.11. FtKW ft TolfrdmO. Rcnan0lar. Tmpj"Ny . .Re"gul�: TrgN`tfaq, Raclavft i DF_ rANCHORCAP.,a,-
mpfRimq., Ralmgular TrbWTdanO.. RbclanOdar TmpRrlana ReOmnaulor. Tmpl0lena. ( )x 1y$+T ,$F
326'46' 1a 0 la0dna lasdna fmdb0 lmdn0 .lnsdna I+dn0 Lmd1q loadoa la0dn0 .la9dna L-ft, Imdrg laedna to-dos 'LaadnO Ina3ro Lvodn9 `MUWON CAP..o,....� a'•at Q
DEO.AL; a a a r a a a a a r a .. r gx
04
BAYMULL o ° a.. a v,.. . ' v ,, a.. 3•^ 'r r .r r a� aANCHORCAP.,,;
•�.. � � a= � �
e fsg ri _� a B E 15 Ts 11 5 a is USE THIS FORMULA To oBTAIN , 13„LLj
a 5 5 �' =R a s 9! 's g $I €¢ 5 THE!ANCHOR CAPACITY o
$ 2 $ s �$ � � �oy .91 .212 $.dy $'$ i� §$ f Q a .$rc REQUIRED"CORRESPONDING ...Z L
TO.AN ACTUAL'PRESSURE
42 h; 170A 620 /70.0 43S 170A 7I1 7TOA Ile I70.0 866 /70.0 60B 17DA �! 170.D Sffl 17a0,1178 170.0"521 170.0 1240 170.0 521' 170.0 14116 170.0 621 -170A 17M .1700 521 .160.3 loll 17a0 'S21 a
REQUIREMENT,FOW
4B h, 170A 70e 170.0 524 170A e50 470.0 SO4' 170A B02 17Q0 630' 4711A .1133 17n,0 881= 170A 1276 170A .877,' 170A !1417 IM0 M., t6i7 4617- 170.0 OWL. 140.3 1637 170:0 ,6e0 122e'1607 ,TJOA Me � OPENING;WHEN ITIS LOWER M 'T
SOA25h 170.0 747 170.0 S63; 1T0A eae 170.0 631 170.0�1048 170.0 694 170.0 1195 Veil 723- 170-0.1245 Vila 747 170.0 1494. 170.0 755 147.1 1552 170.0 756, 120.1 1552 1700 •.756 110.4 ISM 17a0 .756 THAN THE MULLIONCAPACrY �,� �,W$. .ID
(FROM THE TABLE)OFTHE W .o .a
51h 170A 787 170.0 e@ 170A 956 17a0 881, 170.0 -1110 170A 764 170A 1275 170.0 Ml 170.0 1434 170A 537. 1552 .1455 170.0 Me 129.3 1455 170.0 861. 110.5 1455 170.0 ,881 87A 14S5 170.0 :661 :m C'SELECTED MULLION.TT WILL
M(n 170.0, ee5 170.0 701 I70A 1087 170A 797 1711.0 1240 17a0 eie i57.1 1309 170.0 a" 139.7'Jim 17a0 8D8 125.7 I= IMS 904 104.3 1309 157.E 90 992 t309 157.1 ;M :78.a� 13M ISxt 'sex YIELD A MINIMUM ANCHOR � .W ��
CAPACITYWHICHMAYBE :UW
fiJh 170.0 A30 170.0 749 170.0 1116 1T0.0 050, 1929 1MY 170.0 940 1425 1241 1N.5 861 12a7,1h47 I= ON 114.n '1247 144.3 852 65A 1247 13112 We -81.4 12{7 135.7 •035 712 1247 1357 j935' W z
USED TO QUAIJFY AODR70NAL
fi eeh 170.0 974 170.0 7aa 170.0 Ilea 170.0 eW 1454 1190 103.7 WS t79.9 1190 1479 945 t15A a19a taeA BID 103.9 1180 120.4 914 Me 1190 119.5 e9o.,•742 11so 110./ -ew. :642 7190 H0.1 ��893 ANCHOR OPTIONS FROM THE Z ��� m� W
0 72in 161.6 1010 169.8 AR 134] 1010 14CO 659. MR 1010 121.2 542 101.0.7010 1147 US B9e�:loin 10.49 e17 MS Into M.S. Mr. 67.3 late 190.8 796 57.7.. 1010� 676.:780. fi05. 1010 fix? -�,789 ANCHORCAPACfi'TABLE ._ ? 1 �O
. 76 to 13x4 908 143,6 702_ 114.6 ;603 12M 775 9S1 �t606 107.1 mi. 05.9 ace ,M2 749 76.3 +M Bet .73e M.7, 909 ,e22' ra 97A 606 :74.7 Thi: 48.l 60e 71.2 :110 429 606 7p.6 706 - 1 -¢
4 :�' +- 17
'g 7eh 12I.1 BBl 1326 751 f05A BBI 1125 73B 90.0 'eel 90A 725 7R4 ml '8e.6 7/3 7ae •B81 81.0 70] axe mi 754 W1 Sin '881 ee.1 68{; '45.1 601 81.5L ;CIS 30.7 am BST an _� }' � N
90h 8L7 048 85.4, 574. MA file 721 Sal 59.1 648 62.9 554 51.7 818 SSl 545 46.0 me SOA 637 41.4 616 47.0 530 31A e46 41.5 SW 29.5 .BIB 3e.2 511 25.9 W 38.5 :507 ¢ {D Z N N
'a In
612 555 70.1 50e eae M 59./ 429. 4a7 See 51A /91 426 .5W 45A 4e3; 379, See 41A 476 34.1 so- MI 470 2e.4 -.565 ;33A, 459 ,2AA 586 30.5 �.452 21.3 665 25.7 ,�447 ..W ,.UJ $a �
loam 17.8 418 10.8 109• 39.9 M9 412 329 342 449 357 303 Me 449 ;313. 3�. 20.0 �.449, '23A 312 23A 416 2a1 J7) 29A 449 •227 306 17.1 M9 20.4. '3B1 15.0 419 18A '158 8
111h 44.1 425 ISO3e5 30.6 425 379 370 313 :tl5 72A, 373. 279 .425 20.1. 767, 24A 425 2BZ 392 221 4751A.0 358 •10.4 425 ZD,7 350: t6A 425 1e.0 313. Q'Lu W +1
L] 3
127 h 349 381 35A 731 �.1 1.384 29b 329 7A9 .381 259 321 219 '.384 .22e 317 19A 384. 205 317 17A :364. 10.7 309. U)
144 h 202 m 20A 223 10.8 253 17.1 zm Q '`r ¢ 'O O
D zmo.q
�
TABLE 6B -z
LZ
3h Cacmla 3.59Conc. Hllwcmu Md CMU PT70cod Mmm
Anchor Sf78•Elco t/r l7eo 3lilr Dew911 1r4.06W.N 6116'Ek. 3/16'F�e9 tr4'EJco X18:MWm1 '1ra'.D¢Wmf VT 89 Do-d16•Eic9 trr is Eiaa afOSNm six deal ail taco- PRODUCT REVISED
Capaelty Insoen Utmom. utm Ulracau .U0ucm MOPwn lewaan. UOaoom ,lAlraePllt AIIPaoaWr 10va9n A9pmfwlcr Se ([15) e5.eom 1 in with the Florida
lrSl a-•m'(as)�Au.w Building Cod(Ibe) •r 2.1W r zuz t• 24W r zirz a•ve• r zIE: r af¢ r z-t2 =r ztrr. .z. 3•vP a4v o.w• 02W NOA-No. 20.0406.03
ldrr 1-a'4• IJrr I.vr 149r ..14C I V r 1-W4•. 2* 1.1(4• 1.1/r I.7N• }Lr.. 1•ar }Lr 1-l/r a-11r 1•Ur 1.8r T I.VC 1-Sr vod.
znrcbor.Ds•Mh.O.C/02a6 AWUPs7IFl0.It 39016s 3001bt 45OW"S Sales 310M. e30ib 9DIb •970Ib •1700 Wa 27016s. 2901M. 35/W4 7400c 90 ads a70IOs 77D lac W011. 37411. 720 ms 9iaE
atlas 442lb- 6co U. Expiration Date 05/26/2026
4 A9eh91a®3S leis DA/(2)2r5Anpc COPS/µla.4 7BO Ib .7e014 7900s 1870Ib ,6200s '12601b 440Its ,1740 Ws 2S26Its 540lbs. W09s WA.. 11201b 4601bs:, 7401bo 840Ib: 1160W 7461b W01b 1602 '682lbs, 8851b. 1120B Arcnb 271'AOn O.C./ 2s5Argle Ql /(Fl 3Y 111008 t17D Bs OSSb 22491b .B301b tl6b lb 64SWa 2WBIbS 2254 as WA 8401b WA. f0591ba 646M 11101b. 6701b 16780s WA 1320 We WA 'lm Es 13271b '.1600m BY
Mlaml-Dade Product Control
FIGURE 1:
TABLE NOTE&
• :1)SEESHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEE725 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE t t 1 I I I 1 t
3)MUWONAND MULLION CLIPS SHOWNARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS21-23. LYN/v
HOLES TO BE DRILIFD IN T DIMENSIONAL
HE FIELD FOLLOWING DENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45' •��`:•0CEN S e•.,�� �.
• • • • FIGURES SHOW SUGGESTED,APPRO%IMATE HOLE LOCA770NS. �. •..F�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED 3.250" No.50705
FIGURE 3: CONCRETE BLOCK UNrf(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE PRESSURE-TREATED = G1 +--ram: -
• • • • YELLOW SOUTHERNPINIEWITHANSGOF055.�ALl1MINUMSHALLBE6083-T5ANDBEAMINIMUM OF.125". ='0: it
THICK.STEEL STUDS TOBEA MINIMUM GRADE 33AND.046.THICK(18GAUGE),STRUCTURALSTEELTOBEAT %� �L0
LEASr.1WTHICKANDA36;ALLANCHORSINTOMETALSHALL[JRENDATLEA3T3SCREWTHREAOSB[YOND -45•BAY BOO,.•.. TEOF Y(,�:
MULLON
• • THE MATERIAL#108#12 ANCHORS INTO WOOD MAY BE STEEL•18-5 S.S.OR 410 S.S. 'ZORIDF;.•' \�
ANGLE CLIP(FIGURES 1-3)MUST-BE USED IN PAIRS. s70NAL
A LYM I1hILL��,P.E.
FL P.E:#58705
I
-�•1 1.oeo' r.- �.1.Doo• f- I-t:oao"-t t--,.zso•-I o
aa7.
r1266'--'.'125I275D2 ' Aw SAW .126' 3.IW ��•,2,50 .125'2000' .12W
125' L - 265• 2.118'3-7�•5' ' '� ;6T00"' r T.125" ZO
1 7 I .900" 1 a CO
1•X2'XAWMUWON 1'X2•X.376'MUWON TX 275 X.375'MUWON Y'X27WXAMIr MULUON 1•X3A25'X.5'MULLION 125•X3.188'X299'MULLION 1.26'X211•X.125'MULUON M
B083.7BALUM. 8083-TB ALUM. B083TBAWM. 60G3.TBALUM- 6063-76AWM: 6063•TBALUM. 6083-TB ALUM.%SECTION XSECTION %SECTION XSECTION %SECTION XSECTION XSCCTIONon W O
12S Z M 03
LU
I Ali'
TABLE A W g m STANDARD CLIP
2•� 6063-ETUALU 2125• 6W3-T6ALZCSANGLEU WL Dimension Value(in) For Mullion: z U
eT:C11P 2000' X-SECTION = p
I 806378AWM. A i.B25. J' D; uZ125• XS�ION .126• Br 2854 1'X2''X.12S Q C F- V.126• I I D 0.7405 ��Mullion H Q y o 0
^i.740'F� A �1.125 Z � m
5.500' B 2404 1'XZ X.375' 0 Y Y
CUTHERETO .375" Aluminum •J .V)
.376` 3.126• -j_CREATE F-CUP.SEE- MIN. F--- 5 60ir G 0.835 •fig Mullion V Q
MIN. r DETAIL F.SHEET4 9 1 I .375"MIN. D OADD Q• Z O p
.338•milt, A 1.875 g y 00
r--------I r--------1 -- 1'X2.76"X .-'o' o
1 I
L- _-----1 I L-------J A A I UTBA A I--------•'1 B 3.000 O -�
8083•TBAWM. `- -------------------�. .375Aluminum d7
TOPVIEW 2X5 A C 0.757 Tube Mullion
1600-TBALUM. D 1118 PRODUCT�REVISED
L STANDARD CLIP TOPVIEW as complying with the.Florida
E CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1'X2.75X Building Code
CENTE8083•TBAWM. DASHED BOUNDARY:SEE SHEETS 6.18 FOR THE NOA-No. 20-0406.03
WTHIN H ANCHOR HOLE MUST LIE TOPVIEW CENTERSTLIE OR ANCHOR O.C:DISTANCE MAXIMUM ANCHOR B '3.000 •65� ExpirationSato05/2612026
WITHIN THE FOR THEED ANCHOR D.C. HOLEMUHE13A HOLE DWMETER:ANCHOR DIAMETER+11161. C 0.478 Aluminum
SHEETS E.17 FOR THE ANCHOR OC. WITHIN THE SASHED
DISTANCE MAXIMUM ANCHOR HOLE BOUNDARY.SEE D. . 0.836 Tube Mullion By
DIAMETE R:ANCHORDUU¢TER+1/18'. SHEETS rW FOR THE A 2000 Miam- ade ProB uct Control
ANCHORO.C. TABLEB.
DISTANCE MAXIMUM B. 2637 1',X3.12SX
PGT Part if ANCHOR HOLE - Mull OImeDimension6heet .BOW Alum
5.500"--�{ .375• ,DIAMETER:ANCHOR Mullion 'Std.Clip OReetCllp 0•Cllp: Angle Clip C 0.883 TUW Mug
.3761 I IN. DIAMETER+IlIV. D 1..137
MIN. . 1'.X2'X.125'.,(5) .66605 666113M 6681118M ON243M 668511M A 2825
r---- -------I------------- 1".X2'X.375°(6) 66MM 868114M 6661118M .665MM 686512M B 3.262 1.25•X3.186'
Alum
1"X275"X.375"(B. 66607 666115M W51120M 666245M 866513M C O.BB2 X ube MWI
I 1 Tuba' ull �Tt11 I11111!
1"X2.75'X:S50'(8) 68808 666118M. 6861121M 666246M 666514M D L762 � P\4 1
--- --- D i 4'X3,125-X.600'(9) 66637M OW1116M 6661114M 666242M 666515M A 1.813 126'X2.11'. 61 •'�tcENSF'�C� 'i
.121'Alum '
I 1 I I 1.2S'X3,186' 85"X.2 (12) 66641 GNII17M .6661113M 666241M 668516M, TUtie Mug �..:' No.58705
-------J I ------�. 1.26-X211"X.125•(la).I 69370 NTA I WA WA B66517M'
C OFFSET CLIP NOTES: OF •=.(vim
,125• 6063-TB ALUM.
TOPVIEW 1).HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �(� '••F<oRl�i;:••' �_�
2 SEE SHEETS 5.9 12 618 FOR SUGG D AP ROXIMA HOLE LO NA OVAL E t�
EST P 7E (J1T10NS 6 ANCHOR D.C.O:C.DISTANCE A l l l l l l l t t t t�
3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. A.LYNN MILLLR,P.E.
FL'P.E.0 68705
-� 1.000" 1.000• r- 1:oer-JAW
�.125 a.
•,-
Gar
4. 1 .125
4.OW 4.000` STANDARD CUP It
5 2.0� .8083-T8AWM. •.I .2125 ZLANGLE CLIP �^x
`•1 %SECTION I U'CUP TOALUMM. ..125 16S SON, ( ECIION .126' g Q
to
.125 JI. .IL
N� .O. :CENTER OF ANCHOR HOLE MUST LIEWRHW THE J 1n37S DASHED BOUNDARY:SEE SHEETS 10 20 FOR 7I1E
� ANCHOR O.C.DISTANCE MAXIMUM ANCHOR
1"X 4•X.12r i'X 4•X.375• 1'X47X.37S 1 W o LU
HOLE DW61EIEit ANCHOROWdEIER+1l18'. 0] _
MUWON MULLION T•MUWON '5" to .o _y
CUTHERETO 6.000' _ 375" Z CC
ID
808SECnOALUM. 808SECTIO M. 60-SECTION 376" 3.125 _CREATE F•CLIP.6EE 375• O
XSC-CT10N X-SECTION %SECTION MIN. DETAIL F.sHEET4 rC �, MIN. 'Z 4_
1.594' Kim .594". 250' ______ . :376' _________ ___________ Z W i }'
vras�ox ------- I - :ANCHOR HENTER OLE I .375 R 1 0
Im
I I I •1 "1- 'MUSTUEIA THIN ' 1 MIN. .J .a A, O.._ z
1 i I I I THE DASHED r rcN
FI BOUNDARY.SEE 1- ¢ J
'SHEETS 10.17 I I .Z 'V ¢
I 'FORTHE F 1--------I Q Z L`I
.100" I I I T .F ,ANCHOR O.C. 1 j .t 1O �G c,-
3.250' .10.1 1L 1 '1 I I DISTANCE 1� .
MAXIMUM W
3250" I I I 1 - 'DIAMETER: �---------------------� .~ .� o� Y
NCHOR HOLE
.100' ------� p L--------1 U Q.low .824' DIAMETER+1118•.. d Z
B24' 2X5 ANGLE CLIP •.g �•. FO iID
.820" ,82D' STANDARD CUP UCL1P. 8063•TB ALUM. _ ��
-�- 6110-T8AWM. 6083T8 ALUM. TOPNEW �'
1.260'. 1250" CENTER OF ANCHOR HOLE MUST LIE
-•I.82g•Fes- TOIMEW TOPVIEW
WITHIN THE GASHED BOUNDARY.SEE
.C.
126•X MULLION
126'MULLION 4• SHEETSIO.I7PORTHEANCHORO.C. P=11CY ..REVISED
M-75A MULLION 125•MULLION 2P -TABLE C .TABLE C;CONfP. as complyin8 with the Florida
MULLION DISTANCE ANCHOR
ANCHOR HOLE Sulitlmg Cotlo;
6WS76AWM. BOOST6AWM. Dimension Value On)For Mullion: Dimension Valuo on)For Mullion:
6006.TSALIIM. �DUMtTER:ANCHOR DUNIETER+1/I8'. F" 3687 1• Fx- F 1.938 I.W X325• NOA-No. 20-0466.03
%SECTION %SECTION X-6ECRON
G 1.000 .125 O 0.500 X.824', :Expiration Data0512612026
3.489' 5.500' H: .2680. Alunlliun H .1.438 Aluminum
2681' �5. 1 .3000 Tube MWlian I 3.250 Tube Mullion SY
JV
.375 F 3.187 1•X4:X F -2025 /25-X3.04' Mlam Da oProduct Control
1 1.37T-� .12 MIN. O 0.757 .375 G 1.125 X:624.
,..___ -_-., �_______ H 2430- Alumilwn H 1.500 Aluminum111 3000 Tube B T 1 3.250 Tube Mullion
2250 125X325• F 2813 30•Ba Mug
.125" , 1 G 0750 :X.100' .F 2876 4.125' 2260' i I 1 1 j I, H 1.500 �Aluminlm
� I �3250 Tube M161ion
3.250"45-BAY M I I 1 I TABLEb3U•BAY MULLMN 6063-TBI _ I I 1 I PGTPart# �` N BOB3•TB ALUM. I %SEC ` `- J NWI Dimamlon f a�0%SECTION (dadtY) Mu01on Std Clip OlTaetCllp U471pAn9U CJIp �,10ENF••OFFSETCLIP 1•X4•Xr125'DO). 1 69354: 668111M 0061122M 686241M ':(IM18M/ - I I I 6083•T6AWM. 1•Xa'X:31S(11) . '66510 '666112M 0081123M 868242M GM19M _=�11f: N0.58705 �-
228' 1•.•.891'-i t�-.981'-I .740' TOPIIIEW i'%4'X.375'T,(11) ,00853:. 868117N. 6061123M 650242M .86651Rd �.0
NOTES: ri t25-X32SX.100'(13) 201001211312 6851127M 6601124M 65VA10M 6685115M %'JJ y ZQ . rx=
1:25•X325•X.824°(1-0) 2010920315 088712BM 6681125M tB6241W,6805116M ��T•t• S T '
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNENON THIS SHEET. t25•X3.2V X.624•(14) 1OV20 688112BM 6MI125M 808241M 6885t 7M 4�C�s''F(OR1DH::•'G���
2)SEESHEETS10,11,13.15,18620FORSUGGESTED,APPROXIMATEHOLELOCATION3. 300eglee(19) 08819 WA, WA NIA 6W5110M �'�/`S70NAL�rIE��`�,
3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 45De0roe(20). 68a50 WA NIA WA 6565111M A LYNN Iur1 P.E.
C FL PJE.#68705
TABLE E.
Mull Dimenalon PGT Pert# n
(Sheet S) Mullion Still.Clip U•Cllp Angle Clip I I •1y5• �
2"X4"X.25•(iB) WW2 666261M 68B271M 8885112M
2'XB"X.25'(17) 66804 866282M 886272M WW113M 1 STANDARD CLIP I ' "LIP I 2X5 ANGLE CLIP S€a o
NOTES: 2000' I BOX&-TSEECTION 2125" I 6063•T6 ALUM.
2000' """ON
I
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125" 1 .125'
DIMENSIONAL RESTRICTIONS OWN ON THIS SHEET. _ - •1�•� y N-O I-
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE - Z W
HOLE LOCATIONS. I�--1.490"�•I.. O =
1A90° J
3)SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS.
5.5W' > y
CUTHERETO .3:
02,0W .376' 3.500" CREATE FCLIP, S.D00' .375' W O F•
_ SEEOETAILF, .37§ .37b' f^— m � co
MIN. � SHEET4 MIN. � MIN. � O ,W .(7
��------- -- --- -------� -- -- .� Z CO z
Ij I I---------------------i .Z ,W z
I L .rl , >o
.250" YX4•X25' _� —_ --'� 3:438• re. + SAW r.¢ _____--_i .F- '13d ,�`�
eaeiieAWM I I 3436LLION ' i i F :a� . co O
XSECTION I
�- ------ I ------_� - L-- 3 - .MIN.. O. .
L- STANDARD CLIP (~,) -
USDP.9083-T6 N.UM. 2X6ANCLECDP
'CENTER OFANCNOR NOLEMUST LIE 8083•T6AWfd: - .:CENTER OF ANCHOR HOLE MUST LIE. 6063T8ALUM. a - _Z W (Oq
WITHINTHEDASHlDBOUNDARY:&EE TOPVIEW SmFORYX4•MUWON.SHEET15! WITHIN THEDASHEDBWNDARV.SEE TOPVIEW eO
SHEETS 1&17io—
FORTHEANCNORO.C. TOP1/IEW SHEETS 1647.FOR THEANCHOR O.C. ''2 X- R'
UM ANCHOR HOLE
_DII11IjIII I STANC_E MAXIMUM TAN£CIIII1O^R HOLE CENTER O F ANCHrOIIII
R HOLE MUST LIE 3BC•' .IIIIIII'
1II1IIII
37� exiralloa '
DIAMETER:ANCHOR DIAMETER r 1118". 4
.SEE Et ANCHOR DWAETER+.1f1B'.
SHEETS 16-17 FOR.THEANCHOR DA. PRODUCT R
g✓E V�IwS E D
5.60" DISTANCE MAXIMUM ANCHOR HOLE as mnagg
3.b00" — CUTHERETO DIAMETER:ANCHOR DVlhETERr V18'. Bu mwtth'the Florida
d
a
375' CREATE FUP, NO 20 0406:03
S�4-r-SED6ILF, .36
MIN. 'MIN pData 08/2612026
-------- --- ------------ .375". By
r_------_-__----------1 Miami-Dade Product Control
yr0. 6.000" 468" 5.438' —-—-
5.4346ERM -
�
I 1 `1:11'll lllelr�r
2'Xs"X.26' I I' I 1 ' ' : •'UCENSC••!�
MULLION '` I 1 I Q'J •��'G
6053•TOALUM. I I I '1 j .: No.58705
I I •
XSECTION
I I •, ---------� 'MIN. "O E
.260" STANDARD CUP U•CUP ;WANGCECLIP %,�Fss;• �..or..NG����
BW3•T8AWM. BOB3•T6 ALUM. 6083-Te ALUM. '�A NALI 11�`
TOP MEW USED FOR Y X B"MULLION:SHEET 17 TOPVIEW
TOPVIEW A.LYNNMILLER RE
FL P.E.#58705
i
EXAMPLE I:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINBOW DEPTH
FRAME DTH IS 2-19%THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. La
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THATA I'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72!AND THE OPENING WIDTH IS 3Y+32+.1'=B5'.REFERENCING SHEET 26.THECOLUJN USING
-�- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LFASrTHEWINDOW FRAME DEPTH OF 2-114'AND WILL MEETOR EXCEED THE REQUIRED 'j g
DESIGN PRESSURE OF 460Jy40.0 PSF.IF THETABLE DOES NOT SHOWTHE EYJ=SRE,USE THE NEXT LARGER S.AVAIIaRIF C �..F
see SEE
FROMTABLE 3A;SHEET7,THE VX 275'X.37S'MUWON LENGTH=72', T DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+/-58:3 PSFAND WOULD y�+1
FENESTRATION DETAIAILS, ( OPENINGWIDTH=70 MEETSHE pT..-
pponuCi'S sM[:ETs NOT BE SUITABLE FOR THIS APPLICATION. I SS u m
APPROVAL za FROM TABLE 4A,SHEET 8,THE VX2.76`X.650'MUWON(LENGTH=7T;OPENING WIOTH-c70')HASADESIGN PRESSURE OF41-72.7 PSF WHICH E)(CEEDSTHEREQUIREMENTS FOR THE Y
OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N
PA
UWON Lo
LENGTH A 2)USE TABLE'4B TO FIND THE ANCHOR TYPE,'ANCHOR QUANTITY AND CLIP TYPE REOUIRED FOR THE WOOD SUBSTRATE.BOTH� THE,STANDARD CLIP WITH 012ANCHORSAND THE 2X5 ANGLE CUPS WITH ANCHORS HAVE CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS BASIER,TO INSTALL. I z, mNz
SEE W
DETAus, 3)VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.7HE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
'SHEETS APPLYTOTHE OVERALLASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCEWITH THE _j
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRoDUCTSTO MULLION. - - � co
UJ �a
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/40.0 PSF.THE OVERALL MULLION.SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF838185.ALTERNATIVELY, 'W C3
N ECHO0 LNVNNDOW9�ILL THE ANCHOR CAPACITY ADJUSTMENT.FORMULA COULD HAVE BEEN USED TO CALCULATETHE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: I :3 � 'W
--I uOu wmH X.(6p PSF ((�LBS g LBS ~
OPENING VNDTII `.,727PSF) 524:
m (MAYBE USED TO QUALIFY STEEL SCREWS FROM TABLE 4B)
m x
Z i nU THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A-CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.3W.THE OPENING.REQUIRES A
DESIGN FRESSUREOFr50.01-55.0PSR J & �z
FOR THE VERTICAL MULLION: iz ON: Z~ Q N N
MULLION INITIALLY ASSUMING THAT A V WIDE MUON IS SUITABLE,THE MULLION LENGTH IS 3r+7r+l--105'ANDTHE OPENING WIDTH IS 36 +1'+36' '.=73'.REFERENCING SHEET25;' a Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN-THE MULLIONTABLES FOR A MULLION THAT IS AT LEAST-THE WINDOW FRAME DEPTH OF 2-218"AND WILL y Io�. �qn C3
EXAMPLE 2:MULTIPLE MULLIONS MEETOR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%55.0 PSF:IF THE TABLE DOES NOT SHOWTHE EXACT SIZE,USE THE NE)(T.LARGE2 S�AVAILABLE. :� LU a m
MULL NIDRI SEE DETAILS' FROM TABLE 3A,SHEET ,THE 1,x 2.75'X.376'MULLION DESIGN ON(LENGTH=108'•OPENING WIDTH MEETS THE DEPTH REQUIRED;HOWEVER THE PRESSURE IS+1-1 5:1:PSF !IX ga
7' `Y `L
s i9N AND WOULD NOT BE SUITABLE FOR,THISAPPUCATION d y
FROMTABLE I2A.SHEET 18.THE2•X4'.X 250-MUUJON(LENGTH=108',OPENING WIDTH=80T HASADESIGN PRESSURE OF+144.7 PSFWHICH EXCEEDSTHE REQUIREMENTS d W Z y U)
FORTHE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THEANCHOR CAPACITY.REQUIRED OF 971 LBS. go EE It�
ar FENESTRRA71DN DEEE TAILS. BECAUSE IT IS NOWKNOWN THAT THE MULLIONWILLADD VTO THE WIDTH OFTHE MULLED UNIT.THE ADJUSTM OPENING WIDTH IS 3V+36'+2-74`.NOT73-AS PREVIOUSLY
PRODUCT'S SHEETS ASSUMED.VERIFY THATTHE DESIGN PRESSURE IS STILL APPLICABLE FOR THEADJUSTED OPENING.ALTERNATIVELY.THE WINDOWWIDTHS MAYBE REDUCEDTO MAINTAIN
APPROVAL 2_4 THE 73-DIMENSION(35.1)2'+35-12'+2573'). PRODUCT REVISED
_ an complyingg with the Florida
2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE.ASSUME THE POURED � Building Cada
VERfICAL I CONCRETE HEADER AND SILL ARE 6'.WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUSTBE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE NOA-No. 20-0406.03
MULLION -�S� `SfF - USING THE STANDARD CUP WITH(6)3116-ULTRACON ANCHORS ATAN EDGE DI STANCE OF2-12'GIVES AN ANCHOR CAPACITY OF1050 LBS WHICH ISGREATER,AND E><pfraHanDala05@612026
LENGTH THEREFORESURABLE,FOR THE REQUIREDANCHOR CAPACITY OF I171L8s. -f
6 DETAILS, SHEES T
OP6HHIp SHEf:T52.1 SFI(3:T7 FORTH E HORIZONTAL MULLIONS: By
HEIGHT Miami-Dade Product TonfRol
FOR BECAUSE THE VERTICAL MULL WILL BE A 2:X 4'X.25V MULLION.IN THIS EXAMPLE WE WILL MATCH THE HOR¢ONTALAND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER
MU ON
N 72 MULLION TYPE COULD BE CHOSEN.
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72-+2'=106'.REFERENCING SHEEr25,THE COLUMN USINGTRAPEZOIDALRRIANGULAR LOADING MAY BE,
USED.FROM TABLE 12A;SHEET 16,THE 2'X 4'X.250-MULLION(6 LENGTH=42',OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF.+1.170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THEANCHOR CAPACITY REQUIRED OF 521 L88.,
SEE
V
ETZ6 2)USE TABLE 1213 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY'ANDOLIP TYPE REQUIRED FORTHE CMU SUBSTRATE IN THIS EXAMPLE,ASSUMETHE CMU JAMBS ARE 8'
"r 'WIDE.IF THE MULLION CLIP WE RE TO BE CENTERED WITHIN THE B';CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.;USING THE 2X5 ANGLE CUPS WITH
fL r 2a (4)3116'ULTRACON ANCHORS ATAN EDGE DISTANCE OF I'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHEREQUIRED" IIII I11/
ANCHOR CAPACITY OF 621 LBS, oNV LYN�y,
/�.
MUL•HORR�� 3S',NOHIL� 4)FORTHEU-CUPINTHEHORIZONTALMUWONTOVERTICALMULLION,USETHESAMEANCHORCAPACITYOF621LES-TABLE128FORTHE000PSHOWS171EANCHOR
MULL LEN0IH NULL LENGTH CAPACITY IS 1014 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER;AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS.THE
OPENING WOTH FOR VERTICAL La1LL ANCHORTYPE IS A 012 STEEL SCREW. = ., No•5B705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:, = -
+A64.7 PSF FROM THE VERTICAL MULLION;
+1.170.0 PSF FROM THE 3W HORIZONTAL MULLION ATTACHING TO CMU;
... ..ICI+/.170.OPSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION. [I--
THE LOWEST DESIGN PRESSURE IS+144.7 PSFAND WOULDAPPLY TO ALL OF THE MULLIONS.
G
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN FRE95URE,�OF MULLIONS OR FENESTRATION, ///� NAL..
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT,THE BOTH THE MULLION AND THEFENESIRHTIONPROOUCTBEINSrALlE01N A:.,LYt'JN'MILLELR.P.E
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS T O MULLION. FL P,.El 58705:
i
I
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRUWGULAR LOAOMG � qt
PIN
N
SHIDH SWOH SWOH SWDH i PW Z N�❑ �,•j
j Lu
0 2
I J co
x
LOADING OF
VERTICAL MULLION LOADING OF VERTICAL MUWON '
w o
SILL OF WINDOWS NOT ANCHOREDLZ
WITH INTERS C5 co
ECTING HORIZONTAL MULLIONS 1 / : W
1 HINGED F O
DOOR aZ
SGD y 2U
PPINI LOADING OF VERTICALMUWON N :O
iz
Ll
LOADING OF HORIZONTAL MULLION LOADWGOFHORIZONTALMULLION Q P a
z PW EL
V, a¢ Z N c"
1 PW PW O Y �00
PW
PIN Lu
SHIDH SHIDH SHlDH SHIDH
I �0
SHIDH / — �N12
PRODUCT REVISED
LOADING OF VERTICAL.MULLION
LOADING OF HORIZONTAL MULLION I / �as complying with the Florlda
SILL OF WINDOWS NOTANCHORED VM INTERSECTING VETITICALMUWON Building Cod'
PW PW HR / NOA=No. 20-0406.03
I Expitatlon Date 05/26/2026
LOADING OF HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HOR¢G AL gy
j MULLIO / Mlami-Dade Product Control
HINGED 1
DOOR PW PW NOTES:
1)DRAWINGSARE
RERESENTATiONS OF TYPICAL
PW CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAYBE SHOWN. m OLAT FROM
l THOSE SHOWN. ��111 11 11 I rLI
(r 1 2)IF THE LOADING TYPE CANNOT `��� •.N �i
)`V1 BE DETERMINED,USE
ji PW PW ; PW RECTANGULAR LOADING.
Na.58705
3)SEE PRODUCTS APPROVAL'FOR -
I / ACTUAL ANCHOR LOCATIONS.!
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTALMUWONS j `C— FAQ• yA E
ir
L � T—
ING OF VERTICAL LOADIN OFH IT�RIZO MOW O A.LYIONM LLER,P.E.
FL P.E.#58705
Identification Schedule for Opening Protective Device or System M
(The following minimum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) c
Address: 9051 SHORT CHIP CIR, PORT ST LUCIE, FL 34986 rn
Type of Structure: PERMIT#:
Dev. Device Device Opening Opening Shutter Shutter #Storm chor Header
# Type Manufacturer Approval Width Height Width Height Bars Reg. Spacing Reinf..Re
1. Impact SH Window PGT 3 - NOA'S 36 57 36 57 N/A See Engineering No
2. Impact SH Window PGT 3 - NOA'S 36 57 36 57 N/A See Engineering _ No
3. Impact SH Window PGT 3 - NOA'S. 36 57 36 57 N/A See Engineering No
4. Accordion Town & Country FBC 13757 76 101.5 86.5 101.5 N/A 12" No
5. Accordion Town & Country FBC 13757 73 23 86.5 1 25 N/A 12" No
6. Accordion Town & Country FBC 13757 53 51 63 53 N/A 12" No
7. Accordion Town & Country FBC 13757 53 63 62 65 N/A 12" No
8. Accordion Town & Country FBC 13757 74 72 82 74 N/A 12" No
9. Accordion Town & Country FBC 13757 53 63 63 65 N/A 12" No
10. Impact SH Window PGT NOA 20-0401-11 36.25 62 36.25 62 N/A See Engineering No
11. Accordion Town & Country FBC 13757 53 63 63 65 N/A 12" No
12. NOT COVERED NOT COVERED No
13. NOT COVERED NOT COVERED No
14. Accordion Town & Country FBC 13757 37 63 1 47 65 N/A 12" No
15. Accordion Town & Country FBC 13757 74 63 83.5 65 N/A 12" No
1:6. Impact SH Window PGT NOA 20-0401.11 36.25 62 36.25 62 N/A See Engineering No
1.7. Accordion Town & Country FBC 13757 37 72 48 74 N/A -1211No
18. Accordion Town & Country FBC 13757 37 51 48 53 N/A 12" No