HomeMy WebLinkAboutProduct Approval (2) r
M IAM I°DADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DWISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miamida4e.1ov/economy
PGT Industries,Inc. RECEIVED
1070 Technology Drive
North Venice,FL 34275 J U L 2 4 ?`?,8
SCOPE:
This NOA is being issued under the applicable Rs 4'tf&E-d'gut 8nsm r '�'ming the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AFF(in areas other than Miami-Dade County)reserve the right
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. 630031;, titled"Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29111, with revision C
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product 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
oted herein.
Q.1 of this NOA shall be considered after a renewal application has been filed and there has been
o change in the applicable building code negatively affecting the performance of this product.
RADNATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
'I NOA No.17-0630.01
MI DADS COUNTY J Expiration Date: May 26,2021
7 Approval.Date: November 09,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
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 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS.202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, 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 5th
Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. 'STATEMENTS
1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6' Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on
04/14/16 and expiring on 05/26/21.
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Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2
3
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SUITABLE FOR ALL LOCATIONS REQUIRING GENERALNOTES:
NON-IMPACT OR LARGE AND SMALL
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
L41SSILE fMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES_........__....._......I
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS, INSTRUCTION&.......... 1
FIGURE1:
ELEVATIONS--_----t
MULTIPLE FOPIENING WIDTH FCR VERTICAL MULL ARCHES TO Be 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLI IONS MULL TO 2X WOOD——............2
MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIREOTLYATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO IX&MASONRY.......
SEEDETAILS INSTALLATION NOTES.,--..-.-,.2
A-0,GREGTANgULAR NOT HAVE AOF MORE THAN 1/4°FROM THE CLIP. MULLTOMASONRY...„....._„„...._-
SHEETS 2-4 SHAPE MULLTO STEM sTUD--..--.3 IN
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL-..........................3
USED ALTERNATATE CLIPS...........4
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN11180.714E 113 STRESS INCREASE WAS NOT S RAY MULL INS
4 L
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
'IX2X.126MULL SPECS_..........6
I X2X.375 MULL SPECS__._6 a D7
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I X2.76 X.376 MULL SPECS.-_7
U)
INSTRUCTIONS. IX2.76X.65MULL PECS - 8
SEE DETAILS I I xvis X Mo=SPa6E'__'q Z
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X.126 MULL SPECS_-_.._10 LU 0 0—
A HTR US; SEEDETAILS I X 4 X,376 TUBE MULL SPECS.-I I LU
TMU 3
ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER
SHEETS 4 A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THELOWEST DESIGN IX4X.376'r*MULL SPECS__11
SHEETS Z4 1.26X3.18SX.265MULLSPECS..12
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. %; LU ZZ
CP [NO 1.26 X 3.25 X.624 MULL SPECS_14 Z id I Ag
VERT. 126 X 3.25 X.100 MULL SPECS_-13 (i
MULL HEXINT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TASLE(S), 1.25 X 3.94 X.S2A MULL SPECS-...16 0
FOR
LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS...__..._.... 9 16 z
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.26 MULL SPECS............17 m <
SEEOETAILE, 1.20xzll XA26MULLSPECS_18 0
SHEET BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT :�
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30*X32S SAY MULL SPECS 19 :01
45'%326 SAY MULL SPECS.____20 3
REACTIONS, MULLION&CLIP DIMENSIONS—21723 z
EXAMPLES 1&Z-
N� FENESTRATION 8)REFFRENCE'TEST REPORTS:FTL-8443,ELCO ULTRACONIAGGRS-GATOR NONS LOADING
PRODUCTS MAY (n
'BEOFANYrYPF- 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST BAECTURED ��ell]
MANUFCODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH IV z Cc m
ByPGr. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. UJ
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THEKVH7 SO&0
'/SEEA-D.GM; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
DETA3tS
HOMZDNTA�.
L MULL SHEETS 24 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NCA.
LENGTH PRODUCT REVISED
HCRMONTAL as comp)Ing with the Florida
MULL Building
LENGTH INSTRUCTIONS: NDA-Ho. a 17-0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING USING THE ASCEm7 STANDARD. Expiration Data 05126/2021
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 13Y
LL • (--HORIZ MULL LENGTH--I ENffllump�wo Product control-
LIN U3TN 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR'TRIANGULARiTRAPEZOIDAV.
FOP 4)FIND THE CHOSEN MULUOIVS MULLION CAPACITY(LBWn FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
HFOR FOR THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENING MULLH4R>z VERT.LENGTH MULLION CAPACITY(LBSEM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBWT)FOR THE OPENING OBTAINED IN
HEIGHT LENGTH MULL STEP 1).
L L
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED THIS VALUE
L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION SINGLE MULLION OPENING WIDTH NN'
FORVERTICALMULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE
-4 OPENING WIDTH ANCHORISUSSTRATE/ANCHOR-CUP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ..........
FOR VERTICALMULL CAPACITY is MET.
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE I ABOVE 7)IF THE MULLION CAPACITY(LBS FM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE Z NO,58705
OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
•2017 FLORIDA BUILDING CODE(FBG),8TH EDITION
•2014 FLORIDA BUILD STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION 0 A-,
"40RIC)P'
OANSIW&PAND,,20 5 FOR WOODCONSTRUCTION CAPACM((LBSIFTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
oALUMINUM DESIGN MANUAL,ADM-2015, PRODUCT ASSEMBLY. &&...........
*AIS!5I00-12 Mi
AL o
*AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.Nit mifms;,4'�.rz.
FL P.E.#68705
I
DETAIL A:
MULLION TO 2X WOOD BUCK MULLION DETAIL B: MULUON o
MULLION ATTACHED TO IX BUCKSTRIP Will ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY ATrncHMENr Rsg 18138 6x
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHIRS, SE
SEE NOTE 1. N
j MULLION I SHEET I. co
16
& LSf
I I I SEE SHEETS 'a b I •MM 2.7 KSI ••e,., :,`'•':. EDGE Q =
Eiii63T THE a.. 1 i ! 21.23 FOR HOLE
STANDARDO Y LOCATIONS a 4 i I CONCRETE OR CMU'�''i•�•" i DISTANCE, u 07
OFFSET MULL a
EDGE .I SEESEESEE TABLES ¢
CLIP MAY DE a I ° EDGE DISTANCE 18-138 rn
FOR MASONRY ~S $
INSTALLED BY .' o ° I I I FOR Wppp o a I a ANCHORS C1 W Q O
THfS METNCO SCREWS a s I I I 70. D'1
260•MAXFOR a , I ' SIDE VIEW m W
a ALL MULLIONS d•, a ;iM F 0z
' d . . aa n EihlERTHE `c' 4
a - � ° °.a � n OFFSET MULL z �'�
a•. o CLIFMAY SE U
e EXTERIOR q a INSTALLED BY �' O
a a' °' ' Tws aEETHaa J N z
OISTAN ..4 a ,. p� Q ?
.a a FOR 2• F-' Z
° MASONRY a 'd t— 0
ANCHORS Z'
may, "a THE OFFSET CUpIS U' h Fpii
�(.' RECOAIME?iDET7 FOR 0. � �(3 �O p
EXTERIOR °4 a° FW FRAMED °.a r dl
WINDOWS,BUf MAY o
OTH RFRAME TYPEB. 4 � Y
V Z a Q 0
EL zoo
TYP.ANCHOR TYP.ANCHOR
TYP.ANCHOR PERSUeSTRATE, PER SUBSTRATE,
PER SUBSTRATE, f/�SEE TABLES 18.168 SEETABLES 18.138
SEE TABLES 18.168 J EDDEJEND PRODUCT REVISED
OtSTANCE BUCKSTRW "Scar"
scomwith the Florida
SEE TABLES AND Bulidin9 COdO
EMeEONf@tT BUC.KSTRIP 18.138EMBEDM"� ✓'._t) ..� .r.i!:;.; ATTACHMENT NOA-No. 17-0630.01
SYOTHERS,
AND � Expiration onto, SEE NOTE 1. Ex
ATTACHMENT •'� '�' SHEET I;
By
POS/26/2021
• :1: •ir SEE NOTE 1, :n:, "�4 - Mlampduot Colltro
M.B1,127KEICONCREIEORCMU
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1111 I I I i 11 j
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR ToAIHCHOR DISTANCE,THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CUP MAY BE USED. ND 58705
*. Y*±
3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FLATHEAD. _
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET
6)FOR MASONRY APPLICATIONS INMLAMI-DADECOUNTY,USEONLY MIAMMDADECOUNTY APPROVED w� �` ''.F�ORIDf"..•'-\a` 1
ELCO ULTRACON OR ELCO IW S.S.AGGREGATOR MASONRYANCHORS.
A.LY I�lILt!ER,P.E.
FL P.E,#58705
DETAIL E: �
DETAIL C: .12s MIN. MULLION TO MULLION e
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN TEE'OR'CROSS' p
(STANDARD CLIP SHOWN) INTERSECTIONS.
V ES
2)MAY BE INSTALLED HORIZONTALLY «c333
EITHER 1 i TYPANCHOR (SHOWN)OR VERTICALLY. � I
STANDARD OR 1 sE�ETA9B 138 3)SEE U CLIP DRAWINGS,SHEETS 21-23 t;
CUPMMMAYBE I I g TOP VIEW FOR CORRESPONDING MULLION.
INBTALLEO BY j1 I �. EDGEDISTANCE MULLION z w
THIS METHOD 1 ! FOR MASONRY
ANCHORS VARIES-H---•t
Al2STWLSCREWS, TA
i I ~ SELF4DRILLING OR PREARI L y .
° a \`yam./ MULLION AND USE SMS , '�[5
Do m tri (0
EXTERIOR e" Q .8 ;� MULLION H
C,3
tD 0
EDGE pISTANCE ° ° THE OFFSET CLIPIS "` Lj
FORMABINtRY °• ,w RECOMINENDEp FOR `�"' m
/ U
aNCIORs wlrmoINwS,euTSMAr L�L�CTION �,,� O
ALBD BE USED FOR
8• ° d OTHER FT7AMETYPES. EXT'ER OR y '� I
TYP.ANCHOR ¢ m rn
j�PER SUBSTRATE, „0 ' Q O Z
/ SEE7ABLES I&138
TYP.ANCHOR SEE SHEETS 21-23 FORi o
BUCKSTRIP PER SUDSTRATE, HOLE LOCATIONS
L F— jqp
AND BEE TABCE8IB-138 t" $
FRONT VIEW EDGE o W J
ATTACHMENT DISTANCE LC Q Y Y
... -• BY 4THERB, F! H
MBERt+YrM BSREETt�, ° BEE 78.38
Er.. z CD
•,..•�'-:•: "»•' � ,. •: i•' EDGE � a� Z cn rn
y_BEETABL ms0 sD:
IB-13D s SIDE VIEW '
MIN 27 K61 CONCRETE OR CMV MIN 2.7 K81 CONCRETE OR CMU 76.138 ma
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as comp)yIng with the Florida
STEEL STUD Building Cotlo
(STANDARD CLIP SHOWN) NOA-No. 17-0630.01
INSTALLATION NOTES: STRUCTURE Expiration Data 06/26/2021
1)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR 13Y�
A rPERSUBSTRATE, Mlam a Product Control
SEE TABLES iB-438
" 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a, wr(D SEESREETS
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR
CORRECT QUANTITY AND LOCATION OF ANCHORS MLIST BE FOLLOWED,REFER TO THETABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILS A.D,EITHER THE STANDARD OR OFFSET CLIA'MAY BE USED. �`�� LOCATIONS
3)ANCHOR HEAD TYPE MAY BE PANHM,HEXHEAD OR FLATHEAD. MULLION
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET.
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMFDADE COUNTY APPROVED EDGE `1 L F7F
ELCOULTEtACONORELCO1f4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN DISTANCE
�,��apt1YLYAt�F
FRONTVIEW 18 GA AND COMPLIANT WITH THE FL BUILDING 78-138
CODE,A 2X WOOD BACKER MUST USED. ti .`,�•+"". 1,ICENSF'".!�
ATTACHMENT BY OTHERS. `• �,'• ;
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW No.58705 �.rt
NOTES: �••O, f� 'y
1)FOR 2X WO00-BACKED STEEL STUDS,WOOD '•��CC f' '�
ANCHOR VALUES MAY BE USED, !AST•'•.
TATE p
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5.20,FOR QUANTITY OF SCREWS, A!C71'f) jER2)�.E.
FL P. . 58705
TABLE 1A
Mullion Capacity Table
opening Wim(farvBr72ca9pspanritgmta9ans)orOpeningHeWd(forto7lmrt@8y-sPanUn9m11110 @) C d
so In GOM IS In 30 In 90 In too In VON 140 to 160 in 3` o
14eehngubr Tmpfileng. RsefanBUlUr Y P118ong Reaimr4War TmwrenB. RPet-pw 7hap111ft . Rest m-, T*hua' Ravran9Wa TrjFMan4 ftaMdAV T7a9Rdonf7. R-b gtAv Ira rio g. Rmtanguvr k'
1%2x.125 .lmmng Loadm9 Imdn9 Lvad7g lm�e lcodn0 Laeding Laedmg Loadng Loadm9 Loading Lo4dng Looting Laadn9 LoadhO Wadt19 Lvedm9 L4admg �
Alum.Tobemumona _ S _ v s
a co C4
W
if J-I I I flill
42 in 111.9 408 129.5 332 93.2 408 116.6 326 79A 4613 107.6 32f 899 408 104.4 319 621 408 104.0 319 $5.9 409 104,0319 46.8 408 104.0 319 39,9 408 104.0 319 35.0 406 104.0 319 uu!! J
to
481n 74.0 312 810 258 82.4 312 73.4 252 516 312 67.0 248 488 312 632 246 41.8 312 61.3 244 37.6 312 61.0 244 312 312 61.0 244 20.8 312 61.1 244 214 312 81.0 244 a D SI 7A
SM625h 1319 261 70'5 234 532 281 BSS 218 45.6 281 55.7 224 39.9 261 S21 222 35.5 281 60.1 1 220 31.9 281 49.1 219 26.8 281 all 219 23.5 287 49.3 279 20.13 261 493 219 2 0:to
84 In 52.8 247 67.5 207 47.8 247 49.8 202 37.11 247 44.E 189 72@ 247 415 188 292 247' 39.4 104 28.3 247 394 193U.1 C'
21.0 247 331 193 188 247 38.1 193 10.4 247 381 183 OC to M W
60h 34A 200 41.2 170 320 200 36.4 168 21A 200 31.5 163 24.0 200 26.9 160 21.3 200 27.1 159 192 2D0 25.9 167 18.0 200 25.0 156 to
63 in 33.1 101 35.3 155 27.5 let 30.3 152 217 1111 26.9 US 25.7 161 24.8 148 16.4 181 72.6 144 lea let 21.7 143
' z
g 65In 28.8 168 30.5 142 24.0 767 281 139 20.6 185 23.1 138 16,0 165 21.0 134 413 _
Ez"
22.2 138 120 16.5 139 19.8 tis 15.9 139' 17.5 tie rit �' W O16.9 225 19,7 US 15.7 y25 18.8 107 N J N z
T81n VA 1 118 182 1. Q
-j .�-
TABLE 1B h� < N
ANCHOR CAPACITY ADJUSTMENT FORMULA: F, LO o
Anohorca Tablo W 47
ANCHOR CAP.,�,„o, t!J
6Wa90te: 27NCafwrala 3.6NCono. 11.11-MU fWcdCt417 P7Woo4 Mehr (DP)Xt }=ANCFIORCAP.,o,
MULLION CAp.,,�,,,v,
ArxltaType 3118"t3aPiltoaacn 114'Emo Ur7tacan d18'Eko Yi6'Bea 1.0710'120'12 114`Ema Umvoon 1/P$6 Eba diD'pev 114'99 dao MOW 012 BLLrI N12 81ed a W X Y
Anohor Clip Patterns 7t0reoan A9gmOP1v7 tit . ..or gamy(GS)a-PSI Sam(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR
EdgvMW Sn)r l` vir 1• 2.1x• 3-116^ 1• 2112• r 2.71V r 3.110' r 0.45• 0.54` 0.3W CAPACITY REQUIRED'CORRESPONDINGTOAN U X Q p O
EIn9e6nanl Mk iarr •tau• s13rr taro• r 1-114• 1.1/4• 1-114• 7.114• 1-i0'• 1-111 r lace• fat• ,ones ACTUAL PRESSURE REQUIREMENT FOR THE
2 M-m®4.75 MIM O.C.I Slangme 0'r 00sd alp Tip.q: 340 me 396 to 450 g0' 690 mo 1614 me 270 In 260 lb a 354 Dm 74011. 374 Tae 654 me 946 ms 341 mP 4429" 590 it. OPENING,WHEN IT IS LOWER THAN THE MULLION
4Atu7p»@7.16'M(n,O.G!$hnd3d tor0>14OC60(F79.2}; 480 ma 700mn WA WA WA NIA 366 be WA WA W760 as WA WA 6823-M. 1U 11'4 CAPACITY(FROM THE TABLE)OF THE SELECTED � �>
4 Awlem®3'Mn O.C.!(2)245Avgle Cefo I IRO.U 7613 m9 760 Bm -genii 75-059- less ma 540 me 561310. WA 760 am T48 In, 880 fin 18921723 622Ira; 885 Its 1120 rw MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Ar.31410 0OAS-W.O.C.I U-CHA M.125AkM(FW.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 7137ru CAPACITY WHICH MAY BE USED TO QUALIFY
Y Pnonor!F42ip(Bg.3-T 103U 195 me 225 my 445 be 822 mo 135 me 1413 mo 1'R 1p7 sTa nu 1e714a 332 ma 473>a 170 W e 222 me 2801 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2M4}ute�t.15'kBn.O.CJ f431p¢70.9j; 240ma 350 mo WA WA WA WA 190 me WA WA NIA WA WA 3471W 442 ma 580163- ANCHOR CAPACITY TABLE 0'9 GOmpiying Wlfh the Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. NOlding ad017-0630.01
Expiration Date 05/2612021
Mtam a product control
._ FIGURE I: FIGURE 2: 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, „� 1 000• �-., ,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,00(`
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURES: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OFA25` `;''• ':��
• THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045°THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT i•X 2`X.125'MULLION =*; 1`10.58705LEASTJ25'THICK AND A36.ALL ANCHORS INTO METAL$HALL EXTEND AT
one THE MATERIAL.#10 #12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR LEAST
B.S.CREW THREADS BEYOND
A L�f8CUluP.E.
FL P.E.#58705
I
TABLE 2A
Mumon Capacity Table slit=
Opening Width(for ver irallyspamdrg mullion)or Opening Height(for hodmNaPyspanNng mullions)
601n 601n TO in 90In 80 in t001n 1201n 140In ISO In O
Rectangular Tmp'idag. RaCtan Alar T2p'rdars. RedarOWar ToprMalp. RectargaUt TleWrdan9. Rectspgmar Txg77darg. Reawwdar TnplT4ug. R.100W iroprid«g Pe wmuler T.Pad g. Rmtanguw Troon-v
1x2 x.376 L..dlrg L-Im Loading Loading Loa9tg Load[% Laediv Lcadim Loading Lona Lcadmp L--W Laadrg Loading Laaling L®dln9 Loading Loadrg
0
AWm.Tuba yyp. _ _ fig• r_ �_ _ ^ r _ 'gr§ _ 'gga 'gga._ r:• _ & 3 $•,• _
AD
Mullen yp�- all
�' 8 i3 tl�' lS � ` d� 04
4 1a II I Ia aI d I II Ia @ II al I s sI 1/ 1 1a I I I I d Z ,W
42 in 170.0 697 170.0 435 15'1.3 662 170.0 47a 129.7 862 17x0 608 1136 682 169.5 518 100.8 682 188.9 617 50.8 662 100.9 517 7&T 692 168.9 517 80.8 682 16&6 517 6&7 882 1889 517 r � x
481n 121.8 507 130.0 419 101.4 607 119.2 410 88.9 507 108.7 403 70.0 917 1028 389 07.8 607 89.6 397 Sae 607 99.0 306 60.7 007 89.0 398 434 507 89.0 388 38.0 507 89.0 398 r3r$ ? �l y
6&825 in 103.7 458 110.0 378 88.4 460 88.9 371 741 456 90.6 364 648 456 80.8 350 67.6 456 '81.3 367 618 458 880 356 431 458 60.0 366 37.0 456 80.0 358 324 400 80.0 356 y
541n 85.4 400 83.3 338 71.2 400 80.9 328 81.0 400 727 322 53.4 400 07.3 318 47.5 400 64.0 315 42T 400 63.3 314 3&6 400 61.6 31J 30.5 400 01.6 313 Z&7 400 61.6 313 ill O rn
6061 823 324 68,9 2721 31,8 324 67.5 770 446 324 61.2 264 3&B 324 469 700 346 324 439 257 31.1 324 420 259 280 $24 40.5 253 222 324 40.5 253 18.5 324 40.5 753 -{ 1O
C 03 in 638 294 67.4 252 44.8 294 492 248 36.4 294 43.8 241 338 294 30.6 237 29,8 294 37.1 234 20.9 294 312 232 714 294 33.6 230 10.2 294 334 230 16.8 294 314 230 3 Z
681. 4&8 258 49.8 230 320 265 424 225 314 268 37.6 221 29.2 268 341 216 26.0 2621 31.6 215 214 255 29.8 212 116 268 28.0 210 16.7 26a 27,7 209 146 268 27.7 209 Y Q
72 In 36.0 275 37.9 188 30.0 225 322 191 25.7 725 28.4 108 716 225 25.6 1e5 2010 225 236 182 ISO 225 221 180 150 225 20.3 177 120 225 IRS 178 11.3 225 18.6 178 W p Q
781n 30.0 202 X310 177 255 202 27.2 173 21.8 202 23.9 170 1&2 202 21.5 167 17.0 202 19.7 185 15.3 202 15.4 163 126 202 16.7 190 105 202 1&B 158 9.6 202 166 158 n'
721 In 28.3 192 29.0 186 236 182 25.1 156 2212 192 T20 182 17.7 -78-2 18.7 169 157 182 16.1 157 14.2 192 18.8 155 11.6 192 16.2 152 10.1 192 144 100 1B.0 182 141 160 ¢ J
O II--
00In 1&6 1441&0 1'� 1&4 144 18.1 128
88 N 1&2 127 16.8 113 ♦- Z
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: ^ N ML5oa
Anchor Ca ae Table fibs) ANCHOR CAP.,,,m,,,,,, r � X S
Sift 2T.0-.m 3.Sk Com. HOWW cmu FOIed ONN PT Mad Metal (OP,=)X� CAP.--) CAP,,,, ® F-' N r N
6718'E1oa 1/4.63 Eloy SHB•Elco V4•SS Elea 010 Stctl 612 Sted 012 Steal MULLION CAP,,,,, 14--..
A4ahor`r pX 3116•Elco NLeean 114•Elea 111 a 3116•Elco Ub... 114•Etw U t1.- S V X Q
Anchor Clip Patterns U hewn AOpeG.wr ur m. Ag®ecaWr Sctm.(OS)6CtaW(G5) Santa(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR c7
Edge Mime Dnf 1• 2-1/r .1• 2-1/7 3113• 1• 2-t r r 2-Err r 3419• r OAA 0.54• 0.324° CAPACITY REQUIRED"CORRESPONDING TO AN a�,- ��cn N
Embdmerd(MT I 1/e I ve 1.014• 1.314' r 1-1M° 1.1/4" 1.1/4" 1.1/4• 1-119• 1.1/4• 2• 1.816° Iva. terra ACTUAL PRESSURE REQUIREMENT FOR THE _
2 Androa®4.75•Mi..O.C./S «Oflxl Olp(Fiw iT 3900. 390 IN 450 ba 880 Ma 1644 W. 2700. 280 Wa 3541. 74016. 3741. 694 Wo 348 Wa 3410. 4420. 580 Wa OPENING,WHENITIS LOWER THAN THE MULLION "-
4 An0hzm Q 1.16•Min.QO I Standard(«Oli.et)00(IV.2T 460 W. 700 IN WA WA WA WA s90 004 IDA NIA wA WA WA 662 0e aw tan 112011. CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arenara®YMN.O.C./001215 A1gb Cops/(Fq.3j 780 iha 790 i. 2160 Ds 15M On 18H IN 5408n 580 Wa WA 760 be 748121. 880 bs I.Wa 6920. w5ip 1120 W. MULLION.R WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
2 Arch«.®0.q5'R9M1 O.O I U401p,210.123 AWm.(Fg.4S WA WA WA NIA WA WA WA W NIA WA WA WA WA WA 7150021 CAPACITY WHICH MAYBE USED TO QUALIFY as eomplying With the Florida
1 Amh«/F42IP(Rg.5): 195169 1952. 225 b. 445 b. 622 H. 135 Rm 1401N m 08 370 Qa 187 @s 332 Ws 473 Me 0U0 i. 221 IN 260 ba ADDITIONAL ANCHOR OPTIONS FROM THE Bmldlim CCoodda
2Anahcn@ 1.17 Mm O.CJ F47Ip(R9.ey 240021 330 bs WA WA NIA WA 1901. WA N/A wA WA WA 9411N 4420. 560321 ANCHOR CAPACITY TABLE NOA-NB, 17-0630.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 05/2612021
' By
MIamF o roduet Contra
FIGURE 1: FIGURE 2' TABLE NOTES:
F91)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
e SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �•I 1.000' I`
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
-13)MULLION AND MULLION CLIPS SHOWN ARE NOT. SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 11(1 l t 111/77
2.000°
Fe � . � HOLES 7D BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �1 pN,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `��.r,;�;.ocENSF
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •375" �;- J>��
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM d80.WOOD SHALL BEPRESSURE-TREATED =*: No.58705 j ,*
FIGURE 4: FIGURES: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEW63-T5 AND BEA MINIMUM OF.125' _-
THICK-STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045°THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X7XS75'MUWON
LEAST,125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 333777 (/��
UUJJLL�� �PF.'�
S/ONAL1ELYN MILLER,
FL P.E.N 58705
TABLE 3A
Mullion Capacity TablO Ibse) X_x
Opening Width for eertic*-sparring nuSNre)Or Opening Haight(for h ftnta"arring mublons) ¢
50 in EO N 701n 801n 00 In 10081 1201n 140 N 160 in p
Robm8.G4r Twpm-m- Reerangdar Tmpllrleng. Reotansw ThpnNme• ReW0., Ttapnw 4 Rmtsgslu Ttepmlmg. Reen.Wu TmW7danq Reclan9Wa TrapM.S. P d.VWar TmWd.np• 17.ctansm ltep/110n9.
1%276% Iaedng Londm Loadng tmdng Uadn9 Loadn9 Lnedng Lmans L--kv Lmdrrg Loadn9 Lowing W&II Lnadng Lnadw Loading L�d9 L-ft s�
.376 Alum _ D _ r _ z r _ p_ r r. r _ r _ _ r r _
TuboTV -
h g �y � g�, u$.. yet � v.. � a.. � gq, �.. � � epi_ '� �wU)MutSon 3 �, if �� S r'Y� !7 �" 3 �� � �� � �� u� t9` � �� t7 � � d�' 8 �" � �� s U
42 (n
N 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 868 170.0 508 170.0 get 170.0 519 170.0 1116 170.0 621 170,0 12xO 170.0 521 140.7 1301 170.0 621 127.5 1301 170.0 521 111.5 1301 170.0 521 0a Q cn
W J
49 in
170.0 708 170,0 fi24 170.0 650 170.0 564 170.0 992 170.0 MO 170.0 1133 170.0 681 151.8 1139 USA S771308 1139 170.0 600 113.9 1139 170.0 600 87.8 1139 170.0 080 BSA 1139 170A 000Q
fn
60.6281n 170.01 747 170.0 583 170.0 898 176.0 631 197.8 1032 170.0 614 146.8 1032 170.0 727 130.6 1032 170.0 747 177.4 1072 170.0 758 87.0 1032 170,0 786 07.6 1032 170.0 756 73.4 1032 170.0 756
G W CD
84 N 770.0 781 170.0 812 161.3 607 170.0 691 1382 607 104.7 730 120.9 907 ISZ6 720 107.5 007 1400 714 96.8 907 141.1 710 00.6 907 140.0 709 69.1 907 140.0 709 60.8 907 140.0 709 a m C5 W
Boit 141.1 735 151,5 625 117.6 735 130.3 611 1006 735 1100 89g 881 736 100.2 590 764 735 99.6 683 70.5 736 gs.1 578 58.8 735 91.6 574 60.4 735 819 a74 44.1 735 919 574 (�
63N 121.9 688 130.0 670 101,5 1M1 111.5 657 37.0 658 99.9 047 762 668 20.1 038 67.7 666 83.9 531 60.9 666 79.9' 626 60.0 668 70.6 621 43.5 668 75.8 621 39.1 668 76.0 621 Z j m
C 68N 1080 607 1124 522 $2U2.27
601 311 75.7 607 85.0 501 682 607 77,1 483 988 9'07 71.6 488 57.0 007 67.0 401 441 807 63A /70 57.9 607 627 474 3l1 607 �T 474 Z a
72 N 818 510 65.5 443 73.0 431 58.3 10 64.7 420 61.0 sic 079 416 46.4 610 53.3 413 40.8 510 60.0 408 34.0 610 45.9 402 202 510 44.4 389 25.6 510 44.7 US ru� U)S Q
78 N 68.4 458 726 400 61.7 392 49.8 451 51.1 385 13.4 459 !89 378 389 450 44B 773 34.7 461 41.0 330 709 458 37.7 362 749 4911 30.0 359 21.7 468 35.7 75e N ,=.J
-.1
< n
78 In 642 435 67.0 3al 508 373 460 435 499 368 401 435 44.7 360 35.7 435 40.9 355 32.1 '425 361 361 29.8 436 34.4 314 22.9 435 326 3N 70.1 135 322 300 F < <
901n 41.5 727 43,1 290 304 285 29.9 327 31.8 210 201 327 28.3 275 212 327 25.7 271 20.9 327 27.7 268 17.4 327 21.0 282 149 327 10.3 268 12- Z u) a m m
L7 Z t0
801n 34.4 287 UA 257 299 252 24.6 287 260 248 21.0 287 211 244 10.1 287 309 2!0 111 287 19] 737 14A 287 109 ?32 0. U) X �O go
108 N 242 227 24.7 209 208 201 17.3 227 18.0 195 75.1 16.0 115 r` Cl) U 8
.1111. 223 215 227 194 10.6 215 10.1 191 15.9 216 10.6 tab ® N o� N
10 N 17.6 184 17.9 167 U�' O X ¢ O O
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.d< Z m cn N
Anchor Capacity Tablebs __ a g
Sutmlmtm 2.7kcummle 3.51 Cana. MH-CMU Red= PTWood Mems (DIR-)X(MUWON )=ANCHOR CAP.,,, U y ���[L
6110'Elco 1/F S9 Eko SuV Elce 1/4•SS EIn 010 Sb:el 012 Sfeei 012 Steel N
AngkorCllpP9dems AMWTypc 3119'EkoN9eo4n V4'E-Ulbecon 3115ElaoUlm. 114"Ela.Ulneeon
Ulb-m Aegm'aWr UI-on A99reGM. Suev(as)6ore6(GS) s-IGS) USE THIS FORM ULA TO OBTAIN THE"ANCHOR PRODUCT REVISED
ed plstarae CAPACITY REQUIRED"CORRESPONDING TO AN
edge Mk 1' 012• t' 2.1lC 3•Ue• 1• 2-t/Y 1• 2-VY a 3.116• 2' 0,48• O.S4• 0,720• as complying with the Florida
Embedmerd(N 1.3r4• 1aq• 10/4• W1r r t-v4" 1-v4• 1.1/4• t-114• 1.1/4• 1.11r 2 ta/s lays wau ACTUAL PRESSURE REQUIREMENT FOR THE -cc
Code
2An.ham®4.75-Mtn.C.C./9ondmd or OQoat Glp(FI9.1)' 30013 390 tre 45013 68066 16446.9 7!013 2906, 3546. 79016, 37416. 66913 848160 9418u 49216. 68064 OPENING,WHEN RIS LOWER THAN THE MULLION O... 17.0630.01
4Anchoa®1.15'MM D.C./sun d(or06o)C9p(FI9.2k 4806. 790 be NIA_ WA WA WA 38063 WA WA WA WA WA W2 Ib. eas In. 112013 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05!2612021
4Anchma y Mm O.C./(2)2x5 Arab Cepa I VI".
3k 7696. 7806. 6801ns 1560149 1696 be 5406. WO So WA 76066 746 Om am IIs 189261 6826e 8W Its 11206. MULLION.IT WILLYIELD A MINIMUM ANCHOR F
2 Amhara @ 0.46'MN.O.C./U{71p,iMo.725'ANm.fft9.4Y WA WA WA WA WA WA WA WA WA WA WA WA WA 7UA 716 6. CAPACITY WHICH MAY BE USED TO QUALIFY 6y
1 Amhm/F-di'�7p.5): 115105 1956. 22513 4466. 82213 1356, 1401bs 17713 3701bs 10713 33210. 4736. 17065 221 IM 2W 6. ADDITIONAL ANCHOR OPTIONS FROM THE Miam a roduct Contro
2 Anoka.®1.15•Mn.O.CJ F421p(Fb.6T 24066 3506. WA WA WA WA 19013 WA WA WA N/A WA 341 64 4Y11h. 500 bs ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES:
-1 1,000'
1)SPE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 111 11 17 7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `�.�a0p1Y LYNN
FIGURE 3: . •``,.••••..EN,•
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760" LIG 5'F •:�0
HOU. S TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �.: No.50705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '�• *=_
ANGLE CLIP MUST BE USED W PAIRS.
4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375, 6 1
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM P90,WOOD SHALL BE PRESSURE-TREATED p t'
FIGURE 4: FIGURE& FIGURES i(9 S TE
YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.1215'
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �� •'•F�ORIDi;,.•' `�``�
®
ri-e-7-91
) 7"X2.76"X.375 MULLION s •- GLEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ':S' L �THE MATERIA!..#10 ANCHORS INTO WOOD MAYBE STEEL,18A S.S,OR 410 S.S. A.LYNN W1ILtiER,P.E.
FL P.E.#58705
TABLE 4A o «
Mullion Cap2citIrTablo PbsMaS
Opening Width(fcr veNcolpspanning mWaru)crOponing Haight(for hodzw1a y-sparvdrg mulions) vv4'777
Sol. 60 In 701n Be In e0 N 100 In 1201n 140 In 160 N m
RmN110uWr TreP'7MarQ. R--h g- TrnWOtat47. RmW Wsr T.WDal9 R a valu Tmp7dang. RmLvoLd 7kv1Tdeng. Rscrsi4dw 7npTdang RactmpWar 'Rnp'Mm,11 Re 1modw Twdsn9. F--WW- Thwrllen0.
1X2.78X Loading Lown9 Lmdn9 Loadn9 Lo5dn9 LoWn9 Loedn9 Loading Loadn9 Loadna Loadn9 LmdnD LoadN9 Loadn9 Load119 LoadN9 Loodn9 lgatn0 0
ANAIum. r r r r r r r ,Zi r r r r r r I
Tube a .. a .. �., a� � R . . . .8 14.2 l OR ,, - � _ 11:
Z a U
1p
O uJ
421n 170.0 SM 170.0 435 170.0 744 170.0 47a 170.0 8611 770.11 SWW 170.0 892 170.0 518 17D•D 1116 170.0 621 170.0 1240 170.0 521 Vail 14N 170.0 521 158.7 1620 170.0 521 13x.6 187E 170.0 521 J y
40.N 770.0 708 170.0 624 170.0 BSO 770.0 584 170.0 982 179.0 630 170.0 1133 17a.D]670
170.0 1275 170.0 677 170.0 1417 179.0 080 141.7 1417 170.0 680 121.5 1417 170.0 680 1063 1417 170.0 680 0 b �
5D.M5N 170.0 747 170.0 683 170.0 867 170.0 631 170.0 1048 170.0 884 170.0 1195 170.0 1828 1258 170.0 747 148.3 1286 170.0 756 121.9 1285 17x0 756 104.5 1180 170,0 758 61.4 1288 170.0 750
��
p LU 0
54 In 170.0 797 WDA 612 170.0 BSB 170.0 091 170.0 1110 170.0 764 150.7 1130 170.0 1339 1130 170.0. 837 120.0 1130 170.0 858 100.5 1130 170,0 861 86.1 1130 170.0 861 753 1130 770.0 881 a ? � W
BON 170.0 885 170.0 7D1 1465 916 182.3 761 126.5 010. 144.6 746 1099 915 1323 97.6 916 1210 728 67.9 015 11x5 720 732 015 114.4 715 028 915 114.4 715 649 015 114.4 715
63 In 161.8 830 161.0 710 126.5 Rio 7389 694 108,5 030 1232 0a1 04.8 330 1122 a4A WO 1000 662 75.9 670 00.4 656 633 830 84.5 649 642 0_20 114.1 649 47.4 630 94.1 649ULI6sIn 1321 767 140.0 650 110,0 757 119.8 0.36• 943 767 1059 624 Me 757 08.1 734 757 89.1 608 68.0 T87 642 600 66.0 757 78.0 583 472 767 78.2 691 41.3 767 702 681 ? a. U72 in 101.7 636 ims s52 849 am 91.0 510 71.7 83s0-1 330 ime 878 722 6a5 638 68.5 514 50.9 838 623 508 42A 530� 572 600 311.3 838. SS.7 407 31.8 636 552 4W y � -j � �Z
781n 665 $71 BDA 498 72.1 511 78.8 468 '877 571 67.4 479 54.1 571 80.6 471 48.0 571 55.5 484 43.2 671 51.8 459 36.0 571 47.0' 451 30.8 671 44.8 447 27.0 871 44.6 440 F=L0�
7a 1n aao S42 63.4 474 60.7 542 70.6 465 37.1 542 021 458 60.0 542 55.7 449 444 512 51.0 442 'AD 542 47.5 437 833 542 420 420 28.6 542 426 425 25.0 642 40.1 423 i y p2 Q W
90N 621 407 63.7 381 43.4 T- 3 372 407 39.6 348 326 407 383 343 26.9 407 321 330. 28.0 4o7 299 334 21.7 407 29.1 327 18.0 407 24,1 322 16.3 407 23.0 310 r0. z N
98N 420 358 44.1 310 35.8 30.7 3SA 32.4 300 26.8 358 268 304 23a 350 28.1 3011 21.5 356 24.0 296 179 356 21.0 729 15.3 358 192 284 v) x a108 h 30.1 267 30.8 2SS 25.1 21.5 283 726 747 18.8 283 18.9 244 1a7 183 18.11 240 16I 187 1a5 737 W 1111n 27.8 Z67 52 2
28.3 212 231 190 287 20.8 74b 17.3 287 18.7 131 18.4 181 18.5 228 ® 1N N
120N 22.0 229 223 206 163 2?a 1fl8 205 10.7 228 16.2 2P2 Q r ¢ 9.0
TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: 9
Anchor acTable bs 0- Z AR CAPpo
9uDsbme: 27k Co Mte 3.91 Cam. molow CMU FBIed CMU PT Wosd Meld (DPu)X(ANCHO )=ANCHOR CAP.m U ' -s
W10,Eko 1!4'6S EW 5116Elco 114'SS Ela 01081881 #129ke1 612 Steel MULLION CAP.,m,,,m
AnchorCO P Patterns Amhor7ype: L1SEbaUlaeoon 1!4'EIooU8maa11 311T k. va•Ee:ou
uitrrom lDaoon
A99m0atar unmaon A9pm0ator Son:W(OS)salowlOs) a.-(m) USE THIS FORMULA TO OBTAIN THE°ANCHOR PRODUCT REVISED
Ed90 DleNnca Mk r 2.11x• t• 2.117• 3.110" t• 2.117' /• 21712• r 3•va' 2• 0.4e• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as comptyin with the PlOdda
EmDedmem talo• 1-&4' 1.314• 1al4• 2• 1-1/0.• 1-U4• 1-1/4' 1.1/4• 1-1/4' 1.114• Y fa76• tare• vales ACTUAL PRESSURE REQUIREMENT FOR THE Building Cade
2Anch-M@4.75'Min.O.C.l5tmdmd 0.r Oeset QlP(F$1T. 36DIDs 3900. 4505. NO Do 1644 ba 270 lbs 280 IDS 354160. 740 ft 3741os 654Ibs MD. 34116s 4421bs 5600. OPENING,WHEN IT IS LOWER THAN THE MULLION Nplmtlo '17-0632.0'1
4 Anc"01.15 MD.o,C.l Sendmd(ar05s 4)CUP n.U 480 mo loo be WA WA WA WA See ma WA WA WA NIA WA eat me 685 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTID Expiration nate 05/26/2021
4Anbhma @3'44117 O.CrR1215Atpie COps!11411 -1. 780@1 HBO W0. 15600. 1686144 sm ms 5600. WA 7600. 748gs emms 15920. 6B2 Its 1t201bs MULLION.R\YILLYIELDAMINIMUM ANCHOR
2 Anebwa @ 0.45'MIn.O.C.!U-aiP.N10.125 ADan.(Ra 4k WA WA WA WA WA NIA WA WA WA WA WA WA WA 715 Poa CAPACITY WHICH MAY BE USED TO QUALIFY BY
1 Ambal F411p lFl9•bk 195 Ns 195 lbs 225 Its 445 hs 822 Ne 1351W 140100 1T7 IDs 370 lbs 167 lbs 332Ibe 4731bs 1701bs 221160. 2803Ds ADDITIONAL ANCHOR OPTIONS FROM THE I Mt-IWa roduct Control
2Anchom@7.1S L0n.O.C1 F4:8D 0�9.8k 2401be 3508. WA WA WA WA 1900m WA WA WA WA WA 3411017 2We 660 Ns ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES:
•+1 1.000° r•-
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
11 IF *1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
\111111/l//
% li
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2750' `\'�'��'*
HOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • '
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 7
*: *=
ANGLE CUP MUST BE USED IN PAIRS. e5o 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FlLLF� '0 7'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED V�
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• �O ATE O �' Z.
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE)STRUCTURAL STEEL TO BEAT ,�/`
II II _ I LEAST.125'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND V X 2.75•X.650•MULLION i t�s1 '-"40R10P,.•'
THE MATERIAL.#10 a#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ONAL e,,
A.LYNN 1MILLER,P.E.
FL P.E.#58705
TABLE 5A
1I5u11ion apaialty Table b5fle
Opening Width for%erlicaByWarNrgmlfions)orOpening Haight(for horizorlts"alydMtritnons) ��1 Q
501n 80 N 7010 801n W In 100 in 1201n 14010 16013 y1 1 p
Reetme'la %Ord m Rmt qdm Tlap?d-a, Peden9War Tr-wrimD. R-,wmiv 'MOTdsng. F-h- Wer Tra".g. R4dangWm TmpRdmp• Rwwoxa Tral/Td-g R--cubo Ttep'Tdmp. R-iwW er T-;v7done-
1^Y3.126" Loadrp Losdng Loafing Load4p Leading Loafing Loadmg Landing t-Itp Loedrp Landng Loedha Loadop Lmemg LWdr1p Leacin9 Loadr4l LoadVtp �y
21
.60Aum
mull
@ o U
a coLl zr
421n 17o,0]709
170.0 435 170.0 744 170.0 470 170.1) 868 170.0 Sae 170.0 BR 1700 519 170.0 1116 17xO 521 170.0 1240 170.0 521 170.0 14M 170.0 S21I 1700 1735 170A 521 154.4 1502 170.0 m1 r�r J co
431n 170.0170.0 524 170.0 650 170.0 551 170.0 992 170.0 630 170.0 1133170.0 fiat 170.0 1275 170.0 877 170.0 1417 170.0 530 157.7 1517 170.0 680 135.1 1577 170.0 680 118,2 1577 17oa 580 7 �eU)
50.8251. 170.0170.0 683 170.0 398 170.0 631 170b 1048 170.0 684 170.0 1195 170.0 723 1700 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 1215 1495 170,0 758 108.3 1495 170.0 756 641n 171- 170.6 812 170.0 058 170.0 991 170.0 1116 170.0 764 170,0 1275 170.0 803 16aA 14B1 170.0 837 149,5 1401 110,0 856 124.6 1401 170.0 381 [71'3
1401 17D.0 601 93.4 1401 170.0 3B1 �MIn 170.017D.0 701 1TD.0 1063 170.0 797 1565 1156 170.0 673 136.7 1156 187.0 028 173,3 1158 150.5 917 111.0 1158 149,7 910 92.5 1156 144.5 903 1158 144.5 003 69A 1158 144.6 903 af-' CD
631n 170.0170.0 745 159.8 1049 170.0 550 137.0 1049 155.5 3W 119,8 1049 141.7 310 105.6 1D49 132.0 838 95.0 1049 125.5 823 19.8 1049 119.3 RO 1049 116.9 a18 599 9049 115,9 810 U U m Q
'881n 166,8 935 170.0 789 139.0 "058 161.3 804 t19.1 055 133.7 783 1041 855 121.4 775 02.6 9S6 1126 765 63A 005 100.4 757 6a.6 855 BBA 740 995 80,7 746 621 055 90.7 743 ? ? Lu
'M
.TpI (_„)
j 7210 1206 803 134.0 697 107.0 803 114.0 692 BTA 303 101.1 570 80.1 B03 811 859 71.4 803 83.9 818 843 303 766 812 SSS Bai 72.2 6E 503 69,8 R8 401 003 68,7 627 J O g Z
76 In 109,2 721 114.1 628 91.0 721 87.0 pill 740 721 85.1 605 68.3 721 78,5 695 607 721 70.1 686 S46 721 654 Wa 45.5 721 59.4 50 721 58.8 584 34.1 721 59.1 683 = Q J
731n 1019 6M tO5.4 699 04.2 684 89.4 $87 722 864 704 576 63.1 034 70A 587 56.1 884 84.4 SM 50,5 884 See MI 421 684 54.1 641 684 51.3 S38 31.6 1584 60.0 534 11....__
Z
Win 859 614 67,9 458 54.8 514 67.3 448 47.0 B14 50.0 MO 41.1 B14 44.3 433 38.6 514 40.5 427 32.9 614 37.3 421 27A 514 33.0 412 614 311.4 408 =A 514 29.1) 403 � 1A Z061n 54.2 452 55.7 404 452 462 47,0 306 33.7 452 40.9 380 340 14UX4384 301 452 32.9 31a 27.1 462 30.3 373 229 452 26.6 30 / 152 242 359 lae 4S2 22.8 355 ^ to
tOBh 33.1 367 38.9 322 31.7 357 327 317 272 357 26A 312 23,6 WtI 21,1 357 227 303 100 357 20.a 299 154 357 16.0 293 13A 357 18.2 287 11,0 SST 16,0 1B3 cn NY Q11110 35.1 338 35.6 305 292 338 30.1 301 25.0 338 28.1 296 21.9 792 19.5 SM 211.8 256 17.5 335 10.0 284 14.6 338 1&6 273 125 338 U.e 273 11.0 333 13.6 269 ® co rA120 tt 27.7 1B8 282 283 21.1 280 23.7 2SO 10.0 289 20.5 7515 17.3 252 104 269 18.9 218 13,9 289 149 248 11.8 289 126 210 OB 259 11.1 236 67 289 10.4 232 c Q x Q O O
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: a r Z o0.y0.
AnehorCa Table ba ma.
Sutstratc 2.7k Corcrde 3.Sk Canc. Hoa-CMU Flees CMU PT Wool mew (0-)X(APICHOR Com•"""")-ANCHOR CAP.o, �•��-2
U16•130 v4'So o 5'16•Elco UPSSL9co N10Sted o129leel r1125teei MUWONCAP,rq",,,,,
AnchorClIp Patterns Aoktlo<7YDa 3115 Elco Mrson MP Eto U08cdn 3178 Elco Unocal VP Elc.UOmcon
Urtrazon AppOGaer UM= A99103aa'SVeW(135)Svev(G6) sc (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
Etlps wstarcepnX 1• 2.12 1• 2.12 stla• T 2.12 1" 12-v2- 7 3-tr 7 0.48• 0.64• o.32P CAPACITY REQUIRED'CORRESPONDING TO AN aseompiyingwith tho Florida
1-314• idle 1-741 taro• 2• 1-vP 1-V4• 1-iLP 1-IIP 1414• r 1-159• 1.N8' canes ACTUAL PRESSURE REQUIREMENT FORTHE NOA- o o 02 M[hma094.75•MIn O. issmrdad or 0®et cep pa9 lX 3MM age IX 450 m5 89011a 1644@9 270 be 219@9 357th, 3741os 6948s rnslw 341M5 4421b9 wea. OPENING,WHEN IT IS LOWERTHAN THE MULLIONNOA-No. 17.0630.04 Ardhas®1,15•Nin D.C.I Srmd3rd(WOrW)Cll 09 2X 4BD 915 70D 9s WA WA NIA NIA 38326 NIA NIA WA WA 9321bg 685 me 1121 m0 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021
4Amh3M@TMm.O.C./(2)WArgleCllps/Qi9.3j 780 Hu 780315 680 Ibs 1560113 1898 ms 54011 660 ms NIA 748 m5 am ft 16929, 6R9rs 535 en 1120 IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR
3AMho.'00.45'Mln,O,C./UCIIp,mm.12S"AkmLft4X NIA WA NIA WA NIA WA WA NIA NIA WA WA WA WA 107910, CAPACITY WHICH MAY BE USED TO QUALIFY DYtAmhDr/FAP(F46X INNS 195Ibs =21 445151 IMMS 135 ms 140 Ibe 17795 1971bs 3321m 47305 17om, 221 W1 260 ins ADDITIONAL ANCHOR OPTIONS FROM THE MIn -0�a Pro uat ControPro uet Contra2kKWr5®1.16.W.O.CJ FCOp n 747 tri 350Ibs NIA WA 141A WA too Its NLA NLA WA I WA 341 ms 441 Ma 5W IM ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP,
H1.000"-1
FIGURE 1: FIGURE 2: 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.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3; 3.125"
/�J
; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,
. • • •' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.F ` 15.1•• •VICENSF•t���i
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ••.�
74•j No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500" :/.`7.
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 890.WOOD SHALL BE PRESSURE-TREATED (�L
FIGURE 41 FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF.12E
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X(f VF MULLION)
X.0 MULLION �0,�•.- S qTE �`
i LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1" ���( .;�[ORI!.••'G`1���
11 +I THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 SS. i js�ONAL EN 011`
lL1L��11LL���� UU--llll__�J A.�LYNNIMIhSE�,P.E.
FL P.E.#58705
TABLE 6A a
Mullion Capacity Table(Ib51tt) S
Opening Width(farverbca"paming Intalo ie)or Opening Height(for horizor2aly-spanning=Oonv) b
60i. W In 70 In 00 In 901. We In 120111 1401n 1601n
R-d-ow 7mPITO-n, Reamed.' Thprrdmg. RatenaWar Traprnlnn9. Rmt wA' 7r4pliHan& Ratalgdm TrepRtlatry. f4eemng4sr 7tep?den6 Ree1an9847 Tre)JTdmg. Raetaigdar TroP7rdan9- ReWn9ufar 7reprmm�O• F
1 x4x.125 Lnodma L dn9 L... Lasdn9 Lan Ung L"Ine Loadn9 Loading Lmdng Loafing L"M L.adng Loadng Losdw Lmdno Lading L.6.9 Laed's
Alum.TuhO a .. F_ )Mullion
CO
d
tr b § b hbK §11 ff b ? 15.8 $ b. 5L bs S 5 b• �g £ 5 b §�f b O
21
42 in 170.0 1 320 170.0 43a 170.0 744 170.0 478 170.0 865 170.0 506 1170.0 982 173,0 619 470.0 1116 1708 W 1170.0 1240 170.0 621 170.0 1400 170.0 521 145.8 1458 1170A 621 127.6 1459 170.0 621 uWj J (2
481n 170.0 708 170.0 524 170.D 850 170.0 584 170.0 992 1708 We 1170.0 1133 1170.0 881 170.0 1275 170.0 677 158.3 1303 170.0 638 1303 1303 170.0 WO 111.7 13031 170.0 680 97.7 1303 170.0 660 as��01s In
50.025 In 170.0 747 170.0 663 170.0 088 170.0 591 170.0 1046 170.0 (i&1 170.0 1105 170.0 723 156.1 1235 170.0 747 140.6 1235 170.0 Tse 117.1 1235 170.0 756 100A 1235 170,0 756 67.6 1235 170.0 756 rr F
64In 170.0 787 170.0 612 170.0 960 170.0 691 170.0 1118 170.0 764 04A 1159 170.D 3D3 1372 1168 170.0 637 1238 1158 170.0 556 1029 1159 170.0 861 B8,2 1159 170.0 661 772 1150 170.0 381 a m M
Sam 110.0 555 170.0 701 160.7 1042 170.0 797 142.9 1042 181.1 532 125.1 1042 1467 BIB 1112 1042 1368 901 10D.0 1042 130.2 791 33A 1042 125,1 702 718 IDR 125.1 732 625 100 12&1 752
83 in 170.0 930 170.0 745 1512 992 1616 BIB 1295 B'R 144A 7B9 113.4 992 131.0 762 100.8 982 121.4 765 80.7 982 1144 768 758 M 108.4 745 648 992 103,0 744 08.7 692 1060 744 - C7 Sc
W N 165.4 947 170.0 769 137,8 947 146.0 700 1161 047 130.3 768 103.4 9Q 117.7 752 019 947 1067 738 8Z7 847 1012 727 B50 947 05.1 713 59.1 947 04,0 711 51.7 947 64.0 711 ? Zfn
m
C 72 N 136.8 849 1427 737 1132 Bog 121.fi 722 87.0 019 1068 708 84.9 549 96,4 898 76.6 349 88,7 598 87,9 048. 527 875 6617 649' 75.3 599 438 518 726 652 42.6 849 72.4 591 u� Cl.
76N 115.5 782 120.7 WS Be.3 762 1028 652 825 762 90.0 640 722 762 80,9 629 64.2 782 712 67.5 782 WZ 613 461 782 62.8 602 41.3 762 60.8 697 J61 761 59A 695 .=.1 fA Z
g
.E 78 N 108.8 724 111.4 634 09.0 724 84.6 621 78.3 724 82.0 608 68.3 721 74.4 699 69.4 724 59.4 591 63.{ 724 63.4 587 MA 724 87.3 673 982 724 54.3 667 33.4 714 59.6 560 i,,, J r• 'r'
W N 69.8 647 71,6 493 68.0 843 60.7 474 I8,7 643 62.9 459 43,5 643 47.1 459 35.0 843 42,8 462 34,8 643 365 446 29.0 643 34.0 436 24.8 643 321 430 21.7 643 30.7 425 4FZ � g z N �
08 1n 57.3 478 88.9 427 47.8 4711 49.7 41g 40.9 478 432 412 35.5 479 00.5 459 318 478 342 459 257 478 320 395 23.9 478 261 388 20.5 478 25.8 380 17.0 476 242 376 a Ln N,B O O
103N 403 377 41.1 341 37.8 377 34.6 333 28.5 3r7 30.0 330 262 377 28.6 325 ZZ4 377 24.0 321 20.1 377 Me 317 168 377 19.0 310 14A 377 17.1 304 r- N O
111h 37.1 357 J7.3 323 30,0 357 31.8 318 26.6 357 278 313 Z32 357 24.4 3D3 20.6 357 ZLD 305 165 357 20.1 301 15.4 357 17.4 244 0 X n Y Y
1211, 293 308 29.3 279 24.11 308 25.1 274 21.0 308 21.7 210 18.3 308 192 207 163 306 17.3 213 F U X
1/4N 17.0 212 172 188 ,O dgd� Zm� N
TABLE 68 ANCHOR CAPACITY if TMENT FORMULA: a �6 0 m�
Anchor Cocacitv Table Lbs L9
eubtvdc 27kCbarda 3.5k CM HatowCNU FEW CMU PT Woad Mefal (➢P-)X(ANCHOROAP.,,,„a.$)=ANg40RCAP.,S, M
91e'Eko V4.68EL-oSlIVEca 114.89FJco H6.52ft
B126tan1 8126ted MULLIONCAP.,m,,,a, PRODUCT REVISED
Andwrryps 9176-FJaa la7acan 1/4'Eko Unecm 3118'EICo llttnrm WEho llar4cm
Anchor CUP Patterns Ultram ApOml3eln Uhewn A09re0atm )acmw(O5) Bcrew(Gs) USE THIS FORMULA TO OBTAIN THE ANCHOR as eomplying Wi4h the Florida
Edgo Distance(h t' 2-U7 +' 2-Irr 3•V5• r 2-117 1• 2.1? T 3-118' 7 0.64• 0,324• CAPACITYREQUIREO'CORRESPONDINGTOAN Building Code
Embehnent Mk ta4- 1.34- }314' 164' 2• 1414• +-114• 1-114' 1.114' 1-1/4- t-114' 7 168- a6es ACTUAL PRESSURE REQUIREMENT FOR THE HOA-No. 17-0630.01
2Ancn-04.75-MkL O.C.16tandard ar016etClp 4FI9.192Y 390106 390 N5 45010.. 890 N. 1644 Ms 270 Ms 280[be 354 m3 740100 374 Its 604 IDS 946 Ns 442103 66OWS OPENING,WHEN R IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 A+whac N 226'Min.O.C./6W&M(m06as001p ft.3k 70D Ne 70D IDS 580 Ns 141010. 952 n. WA 559 IDs WA 63o lb. WA NO IN; WA B85 lb. 1120 N3 CAPACITY(FROM THE TABLE)OF THE SELECTED
BAmh=01.iSMN.O,C,/Btandwd(m Otbeg Cllpft.4k 160 Ns 1400 The WA WA WA WA 760Ibs WA WA WA WA WA 1770 lbs 2240 Na MULLION.R WI LL YIELD A MINIM UM ANCHOR By,
4An0I m0B-MN.O.Q/p)2x5Angla clip,/(Fig.Sk 780 N. 780 lb. 680 lb. 158093 IWO WS 640 Ns 66010. WA 760 Ns 74810. eao Ne 1892lb, 8851be 1120 Ns CAPACITY WH ICH MAY BE USED TO QUALIFYMiam-00P7oda Control
8 Anchom®3'Ulm O.C./42)2x6 An&CrIps 1099.ek 11TOIba 11701Ns 1020 lbs 2340 be 2844 Ne 810 Is 840lbs WA 114010. 112216. 13201Cs 2838Ibe 1327 Ns1690 Ns ADDITIONAL ANCHOR OPTIONS FROM THE
4 Ah4ro®OAS MN.O.0/11C1,Into,126-A9+m.(Flp.7): WA WA WA WA WA WA WA WA WA WA WA Wq WA 1430 Na' ANCHOR CAPACITY TABLE.
2AnncM!022Y MN.O.OJ F•a)o•F0..ek 36013 SWIM 2901158 TD5 N3 476 Iba WA 230 Ms WA 31511- NIA 1 44010.. WA 1 341 Ib5 1 44211s OWN.
4Andwm 0 IAA Min.O.CJ F410 0:70.9XI 480 Os7000.1 WA WA WA WA 359 IW WA WA N/A WA WA 852 Ns 855 ftIUD bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•� 1.000- r
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 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. ``vv1Q Y LYNN rrlir
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ``� 'ts`;• 10ENgF•�� ,�i
'•�
• • • • • •
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES No.68706 •�
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _=*: '; .*
FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %A 6 /I :•,((jam`
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' 1;1%% • SATE F . b.
• SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063-T6 AND BEA MINIMUM OF.125-THICK.STEEL %F '.,P40RL0?;.••'X%
STUDS TO BE A MINIMUM GRADE 33 AND.04E THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125-THICK T S/ONAL
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 1'X 4^X,125' A.LS�NN!MILL@�C;P.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION
FL P.E.#58705
TABLE 73.
Mullion Capacity Table Ib� �
Opening Width(ror wrdcs*spaming mullions)orOpening Height(for hodzanL '-spanNng mullions)
601. - Sol. 101. 8010 go In IN In 120 In 1401. ISOM g Q
Rect.wA.t 7 g9DIa"9• Raalansular TrapITdmi9• R.WoUlar 'hap/Mang. ReahangWor Tmp701an9. R.Mn9ular TmPrIh g. R d n9�r Tbprrdan9, Rectvnguar TraWdan9. Recfnn6War Wiliong. Rectmad. TmplTdma,
1%41c.37b L-ft LaMblo Lmdng Lwding Laaaa Loadn9 Loming �9 Laedo Loadno Leedn9 L.mtl9 LOadn �dnB a�g Load" Wang Lowing ^ a
AW&Trabe gip• e.N. T, ;I
ge § L� eMu01on e U @ �' 19 d3 � 6 � O ��' � gO� � fV
5 g 9 fi� � b b 112111111
fi �� fifi �� fi g € 11111 a � H 112111 111! 1 fi In '41 1 1 11 z r
421n 170.0 620 170.0 435 170.0 711 170.0 478 170.0 888 17x.0 509 170,0 992 tT0,0 618 170A 1110 170.0 521 170,0 1240 170.0 521 170.0 1488 170,0 621 170,0 1735 170.0 521 170.0 1987 170.0 521 Q
N J =
481n 170.0 708 170.0 824 170.0 050 170.0 584 170.0 892 1700 630 170,0 1133 170.0 681 170.0 1275 170.0 Fn 170.0 1417 170.0 690 170.0 1700 170.0 663 170.0 188.7 Irmo em 161.8 2024 170.0 No /n
60.0251. 110.0 747 170.0 683 170.0 896 170.0 631 170.0 1040 170.0 651 170.11 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170,0 758 170.0 1703 170.0 756 158.0 1819 170.0 758 138.6 1918 170,0 756 F
19 CD
541. 170.0 797 170.0 612 170.0 956 170.0 681 170.0 1110 170.0 754 170,0 1275 170.0 803 170.0 1434 170.0 837 170.0 15% line 858 1589 1799 170.0 861 137.1 1798 170.0 881 120.0 1799 170,0 881 ILI
a ILI � f/7
631. 170.0 885 170.0 701 170.0 1063 1700 707 1704 1240 170.0 678 170.0 1417 170.0 S44 170.0 1594 170.0 890 155.5 1618 170.0 1037 1296 1619 170.0, 1083 111.0 1619 170.0 1063 972 1819 170.0 1063 I=- t0
Win 170.0 030 170.0 745 170.0 1110 170.0 850 170.0 1302 17MO 840 170.0 14118 170.0 1016 105.7 1512 170.0 1076 141.0 1642 170.0 1122 117.5 1542 168.5 1150 100.7 1512 167.8 115'7 98,1 1612 167.9 1157 ti 2 ZZ
{bt WIn 170.0 074 170.0 789 170.0 1189 170.0 003 1704 1384 170.0 1D02 INS 1472 17D.0 1088 1425 1472 163.0 1148 126.3 1472 158.8 1130 107.1 1472 147.5 1100 81,8 1472 Mae 1104 60.3 1472 148.0 1104 tA� Z 03 U.
R�' �2
0 721n 170.0 1063 170D .87a 170.0 1273 170.0 1009- 150.8 1320 166.2 1101 1710 1720 149.8 10112 117.3 1320 137.8 1068 105.6 1320 128.0 1049 88.0 1330 117.0 1024 750 1320 1128 1013 66.0 1320 1126 1012 _W LU g Q
TO In 170.0 1122 170.0 637 149.8 1184 159.4 1013 1282 1184 139,9 ON 1122 1184 125.7 976 99.7 1184 116.3 981 69.8 1184 107.5 952 740 1164 87.6 935 64.1 1184 93.1 927 58.1 1184 923 B25 ? U)8C Z
N 781. 166.1 1124 170.0 967 136.4 1124 147.0 00 1184 1124 126.8 947 1018 1 V 115.6 931 923 1124 105.8 915 63.0 1124 88.9 ON 692 1124 610 NO 59,3 1124 81.3 851 51.9 1124 832 B78 a J .r-
h
901. 108.1 644 1114 750 90.1 eN 94,3 736 77.2 644 811 724 0/.6 1144 73.3 712 60.1 644 66.6 702 64,0 814 81.4 697 45.0 844 542 078 380 844 50.0 668 318 644 47.7 662 I21- Q Z N
981n 09.1 742 913 663 74.2 712 77.2 652 63,8 712 67.2 841 65.7 712 699.6 831 48.5 742 54.1 622 M.5 743 19.8 6U 37.1 742 43.6 600 31.8 742 38,6 690 27.8 742 37.8 664 a to® O�O
1061. 626 586 SU 630 62.1 686 618 621 44.7 588 46.6 513 30.1 688 41.4 50.4 34.8 568 37.3 196 31.3 See 342 492 28.1 866 2B.6 481 22.3 888 26.6 472 111.6 688 24.7 466 r` � thN
1111. 67.8 633 68.8 50.7 16.0 893 49.5 493 412 65S 128 487 30.0 655 36.0 480 32.0 556 342 ITJ 28.6 655 31.3 487 240 655 27.1 457 20.8 655 20.7 140 18.0 833 22.4 M2 N X Y Y
A.
lm In 46.6 478 48.4 433 38.0 475 39.0 420 328 476 317 420 28,8 475 29A 414 29.3 475 26.5 409 228 475 24.5 404 19.0 475 21.1 399 18.3 NS 167 387 14.7 qS 11.2 361 U x Q
1441. 28A 330 28.7 305 270 330 224 301 100 330 18.3 297 16.8 330 17.0 263 (7 Q r Z Q Q
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: �w m�Q.
Anchor Ca Table(lbs) ANCHOR CAP.,g,,.... D g v, -3
8uaet.t.: 23kCometm 3,51,oana. HcilewCMU Filled CMU PT Wood Mem (DP-)X( ,=ANCHORCAP.-
910'Ek0 11CSSElea 5/16•Eteo 114.69Eko •1D Steil •i28ted 1h29fetl MULLIONCAP-7-f
AncherTypa 3/18'FJoo Ulama. U4-Uvaem Inn 3116-3n8'FJce UMawn 1/4•Eko Ultraean A29MGBW Utwon ABproomor Scrtw R95)sctaw(c5) scnw(os) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT00npl� REVISED
Anchor Ctlp PenemS CAPACITY REQUIRED"CORRESPONDING TO AN Bu)din P bong with the Florida
Edge DaCtge MT 1` 2.117 t' 2-70 1118' 1' 2-tl!' t' 2.1? P 1117 2' 0.48' 0.53' 0.37.0' g da
Embadmem z 13x1• 13/1' 1.314• 1.NP 2 1.314• 1-174• 1.114• 1-174• 1.114• 1-lic Y tale' I-W vdm ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Anclmm®4.74 Mm.O.Q/9bndad arM cup(Fig.1627 390160 390 ka 450Ibs ago 18441ba T70m 2BO lag 394m 740m 3741bs 861m ewm 341 ms 442IDs 960m OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Data 05126/2021
4 Atmhm Q 227 Mot O.C.1 Saodad(crOfbel)COP Vigo 37 Too m loom 5110100 14101bs 852 m WA 560160 WA 830 m WA Bea m WA 682 lb. 683100 112a ba CAPACITY(FROM THE TABLE)OF THE SELECTED
BAMhars01.15'Mb.QC,I SMWad(or OOsd)COP ft.4r 860m 14001bs WA WA WA WA 760m WA WA WA WA WA 1363 M. 1770 In 2240[as MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4 Amhar @r)Ill.O.C./12)275 An91e C691 I(Fk•67 700101 780m 650 Abs 15601as less lb. S40m 580160 WA r6om 748114 8801m 18921ba 692m 665 fibs t120 Its CAPACITY WHICH MAY BE USED TO QUALIFY INlOm eProduet Central
BAnctctn®7'h8n.O.C./R)213 An9la alga I IFIO.6T t1701b9 1170163 I=lbs 2340 lbs 2844 m 810 m 640 tbs WA 1140 ft 1122 m 1320 Abs 2838 m 10221h9 130 m 1680 m ADDITIONAL ANCHOR OPTIONS FROM THE
4Aal0 0OA5-Min.O.C./U-Qlp,b10.125•AWm.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 The ANCHOR CAPACITY TABLE.
2 Anahoa 49 225'Min.O.CJ FCBp n.8z 350 m 3508. 290 m 705 m 476 m WA 260 m WA 315 ms WA 440 Ws WA 341 m a21t6 680160
4 A.ohoa 0 1.15'Mkt O.CJ F4319(F12,9k 480 me T00 M3 WA WA WA WA 350 m WA WA WA N/A WA 682 m 885160 1120 8a
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•1 7.002' r-- -j 1.000' r^
i
TABLE NOTES:
FIGURE I: FIGURE 2: FIGURES: FIGURE 4: FIGURES: FIGURES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION '
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
Y.LYNN��
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE L,ICENSF••,<r(
4.000'
SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.00(' • •:��
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `7p; No.5870.5
FIGURE 6: FIGURES: FIGURE 7:
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -'0 �`
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE AO••• SATE �� '••�
• • • •
PRESSURE-TREATED3-TSANDBMIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALMUM G SHALL BE '.<1S. F
8063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.O4b" 3775• 376' ��CC -•.tOR{DP•,•'•�C��
ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. NTIO METAL SHACK(18 H EXTEND AT LEAST 3 SCREW THREADL STEEL to BEAT TS BEYOND THE MATERIAL.#1.1 26'THICK AND A36.ALL ANCHORS#112 1•X 4'X.375' 1 1`x 4•x a75•� SJ�,3��"N'/,4�L.
ANCHORS INTO WOOD MAY BE STEEL,`18-8 S.S.OR 410 S.S. 'T-MULLION MULLION A Li r6y nA141L3,P.E.
FL P.E.#58705
TABLE 8A
Mullion Capacity Table Ibse
Opening Width(foruerara*sparWng ml69ons)or Oponing Height(rorhod2vrdaly3pannIng mullions) Ile
50 In 601. 701n so In 90 in ICDln lm in 140 in ISO in 6•
126"Y Reemneular TaPITr14n9 Rectaradar, Trap/Tdarg. Reclangiilar 11aplTdarg. Rectan9dar 7hWTdane, Reeten9Nar 7hpRelang, fterten9ulu Trzpl7een9. Recnn09a ThayTdan6 RectengNa Tmp/TdenO• Rcctrmp0a Tropr0leng. ..
LoednB laadn9 Loading Loadn9 Loadhg Loafing Loadng L�99 lradm9 L.,U Loadrg Loafing Loadng Lazdng Loading Lcor6ne Loadtrg Loader 6� u
.265^AlumLO
Tube Mull N
% 0
03
Ul
421n 170.0 820 170.0 435 170.0 714 170.0 478 170.0 863 170.0 506 170.0 992 170.D 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170,0 521 151.6 1769 170.0 521 w _
uC7 �
481. 170.0 706 170,0 624 170.0 860 170.0 564 170.0 892 170.0 630 170.0 1133 170.1) 661 171).0 1278 170.0 677 170,0 1417 170.0 660 184.8 1548 170.0 880 1327 1546 170.0 080 118,1 1548 170.0 680
W = �
50.9E in 170.0 747 170.0 663 170.0 896 17U 631 170.0 1046 170.0 654 170.1) 1195 170.0 723 170.0 1315 170.0 747 167.0 1469 170.0 755 1392 1488 170.0 766 1192 1466 170.0 766 104.4 1468 170.0 758 � � ��
L
641. 170.0 797 170.0 613 170.0 BSB 170.0 681 170.0 1116 170.0 761 170.0 1276 170.0 803 1611 1378 170.0 637 148.8 1278 170.0 658 1223 1378 170.0 881 104.8 1378 170.0120A
.7 1376 170.0 861 m 1 M an
60 In 170.0 865 170.0 701 170.0 7083 170.0 797 15a9 1158 170.0 676 139.0, 1156 167,4 930 123,6 1159 150,8 919 1112 1158 150.0 012 92,7 '1168 144.8 005 79A 1158 144.8 .5 1158 144.a gas -I � W 10
631n 170.0 030 170.0 745 160.1 1051 170.0 860 1372 1051 155.8 862 120.1 1051 1420 848 106.7 1051 1323 837 gal 1051 125.7 530 60.1 1051 119.5 822 885 1051 119.1 .0 1051 118.1 921 Lf (A
661n 167.1 057 170.0 789 139.3 957 151.6 905 119.4 %7 134.0 790 104.4 947 121.6 777 92.8 957 112.6 767 816 957 108.8 759 69.6 957 100.0 750 601 957 90.9 .2 957 88.9 748 z Z J za m SS
721. 128.7 444 1172 698 107.2 804 1152 884 81.9 604 101.3 871 BDA 304 81.4 660 71.5 804 64.1 650 64,4 694 78.6 643 53.6 804 723 833 40.0 804 69.82 a04 69.6 629 w Z
Tem 109.4 10
772 114.4 620 912 722 972 618 702 722 03.3 BO6 68.4 722 78.7 6% 60,9 722 70.3 568 00.7 772 115.5 680 43.8 722 69.5 670 39.1 722 58.7 722 682 661 W J
La
g TBU 101.2 683 105.0 600 84.4 BBS 89.8 9E8 725 669 78.5 977 63.3 6BS 70.9 868 682 889 84.5 6(10 30.6 885 60.1 853 422 685 64.3 643 382 666 61A .6 665 80.7 6,16 ¢00 In 65.9 615 63.0 457 94.9 515 57.5 co
449 47.1 615 WA 441 412 515 44.7 434 38.6 515 40.6 428 73.0 613 37A 422 27.6 515 33.1 413 23.5 515 3135 .8 019 79.1 404 2C4 N �%In 84] 153 9.9.8 104 49.2 192 47.1 387 388 453 41.0 391 31.8 453 36.1 Sad 302 452 33.0 779 272 157 30.1 374 22.8 {53 28.fi 36(1 18.4 493 249 .0 452 226 256 a W aj0'O
1000 38.1 358 39.0 323 31.0 358 328 318 27,2 358 28.4 DM 23.8 398 252 306 2t2 358 22,7 304 19.1 3511 20.6 300 15.8 358 10.0 293 S
M _
111 h 19.1 133 35.9 308 20.3 338 30.1 301 29.1 236 26.1 207 229 339 7]2 283 1g5338 20.9 289 f7.6 339 19.1 255
Z
X Y Y
120m 27,8 290 26.3 264 232 290 23.8 260 19.0 200 20.6 250 ITA 290 182 253 15.4 290 10.4 219
1441. 16.1 201 19.3 186 a < m(O
TABLE88 ANCHOR CAPACITY ADJUSTMENT FORMULA-
2)
AnellorCspa Teale Ib2)
ANCHOR CAP.:::) o a
sumv4le z7kwrcee 15tr4ss. NdroecMu nae9c61u PrWmd Mea (DPm)X( ANCHOR CAP.,,
5"G.E" vd'ssECoSnrEco 1/4•ssFxo xlDsteg 9tzstee1 *12918=1 MULLION CAPPRODUCT REVISED
Andra Type On6'Oco Unrxm Ua•McoUlooeon 3.16•Ee0Uflaron V4•E1:o Um3con
AnehorCllp Pattams UOaxon Agg06aor utncon AgMWM Screw(GS)SaNC35) screwM USE THIS FORMULA TO OBTAIN THE°ANCHOR as eompI& With the Florida
Eo7e 0slzme ft r 2.1rr I. 2-Ur mar r 2.117 r 2.111 r Mor 2' 0.49• 0.54• g.Mc CAPACITY REQUIRED°CORRESPONDING TO AN Building Cale
Embednelt n 113»' Isla• 1514' 15'4• r I.W. 1.1113• 1-114• 1.1/4• 1414° 14113- 7 1-119' 14rr va0es ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Na 17.0630.01
2Ancras@a7sMJnO.cls[amaaagtgetap(Ftg1Y SODgIs 381)9. ASO ms ago Its 1 ma Do ma 201)11. 354 ms 740Ios 374 ms ss/mB saslm slims 442 On 5so� OPENING,WHEN IT IS LOWER THAN THE MULLION EXplrationOnto05/26/2021
4AvcnaS 1.15,MIL O.C./St.=(a amee)IMP 019 2T 480 mS 700 BS WA WA WA NIA 38026 N/A WA N/A WA fUA 682144 B85 Me 1121144 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AnCMa®r Mm.O.C./121 WArgleCeps!(Fig.4 78D IbG 760D 660 av 15981ta 189S Do 540 lbs 660 b6 WA 76011a Toe ms s31 ms 79 8. 6B2 Me a859. 1120 ms MULLION.IT WILLYIELD A MINIMUM ANCHOR By
4A.hM@0.45'MIn.O."U4:ep,Irdo.128•Alu m4y NIA WA WA NIA NIA NIA WA N/A WA NIA WA WA N/A WA 1430 mt CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-0a rodue Contra]
_ 1AmrwlFGpQl05j las os 795 as 225 ft 445m1. 6229. 595 m9 14026 Was 3701m ta7ms 392 os 473 IDS 170 Ds 221 ms 260 ms ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anson,@ 1,16•IAN O.Cf F471 a 6Y 2401)9 359 t. NIA WA WA WA 10026 NIA WA NU WA NIA 341819 d42 me 660 8m ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP,
1
FIGURE I: FIGURE2: TABLE NOTES:
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
® ON LOADING,SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ���a0.•,•,..,, �i�
FIGURE 3: 3.188'
` ��..r•LICENS�•.•CI'
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE � Q•;' •�
BCLIP E USED T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •* No 58705 .'•
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '
.265'IN PAIRS. -•O
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL -moo ,(/�
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ATE r <C/
8063-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND •'•.,<ORIDP,,••'
.04S'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL 1.25'X.18" MULLION)LION �'�AS�ONAL ENG``
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL /7/71111 j j 1111 i
#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE GA
Mullion Cep6a0y Tablo(Oba1H2 _
Opening Width(IorvedicarVap&mdng mt 4ons)or Opening Height((orhodzontaQy-epaming rmiliora) �+
gob 6010VP,,
01n Bob 9061 1001. f20In 14 In 1800 p
1.78%9.23 Reetanpular T.pli6ang Reclaloular TmpRdmp. hapRdang. RalOnOelar Trsplfdan0. RectsnOWr T.pRdsnp. Rsslen9u.r TmpRnang fiaClanpular Tmpm0n0. Roolml9War T1apRdang Rs0langutar TrapRAan0.
%.x 3. LoedOp Loafing Laadlnfl L9eddlg I.-Ina LOadbo Loading Lmdng LOadng Laedbg Laadng Laedeg Loadbg 0009 aLx Lo.dbe Loadn9 Loading PZ,
AIMu01on� U) W421., 170.0 620 170.0 435 I70.0 744 IT0.0 47B 170.0 508 17x0 992 170.0 510 170-0 1118 170.0 621 163.9 111(1 170.0 621 127,7 1118 170.0 521 10&5 1118 170,0 521 95.8 INS 170.0 521 181. 170.0 708 170.0 624 170.0 950 170.0 684 170.0 630 110.7 878 170.0 661 130.4 978 170.0 677 117.3 078 t1D9 880 07.8 970 170.0We83.6 978 170.0 am 733 978 17&0 0110 50.625 in 170.0 747 170.0 567 170,0 age 170.0 831 170.0 684 131.9 827 1885 709 117.2 927 159.1 BOB 105.5 027 156.3 6% 579 927 16&3 698 75.4 927 166.3 e95 fi59 027 15&3 BOB pC7
84b 170.0 707 170.0 012 1N.8 889 170.0 e91 1325 869 163.0 Bad 115.9 939 141.0 B89 103.0 869 1340 680 827 689 1299 654 T7.3 869 126.8 052 652 889 12&8 E52 57.9 869 120.8 062 yLLI
609, 1131 746 1618 834 11&4 748 1923 820 INA 746 117.8 609 88.6 118 107,6 699 T&0 148 IIIIA 582 71.9 140 0&6 687 6a7 748 033 6&1 511 740 93,3 683 40.0 716 832 683 iR m 4°7 W
03h 123.7 677 132.0 fin 1031 577 1132 668 63.4 077 100.4 6.96LU
77.3 677 01A NB 68.7 677 85.2 639 01.9 677 61.0 634 Ste 677 77.0 620 441 677 78.7 620 38.7 677 7L7 520 � � � 40 U
6693 107.8 817 114.1 630 59.7 817 W.6 519 76.8 617 88.3 600 67.3 817 70.3 600 59.0 617 726 494 SIB 617 68.7 409 44.8 617 61.4 403 30.4 017 83.1 482 939 817 83.7 4112 V d
72 In 62.0 610 87.1 450 891 618 74.2 440 591 618 K2 432 418 518 60.0 426 40.1 518 611 419 41,4 618 80.7 414 34.5 fife /&0 409 29.0 618 15.0 4. 2&8 518 45.0 109 Z Z 9c
1 180 70A 465 737 400 5&7 486 82.8 390 60.3 465 64.9 '390 44.1 4e5 49.4 361 392 465' 46.3 378 36,2 405 421 314 29A 465 S&S 3117 25,2 405 38.6 361 220 465 381 389 W Jq�gv Q
78b 651 441 8&0 387 64.3 141 677 979 d8.0 Mt Bag 072 408 441 16A 388 361 411 41.8 360 928 441 35.7 360 271 441 SLB 948 23,3 411 33.1 SIB 20.4 ddi 927 316 J 23 r3 z
001n 42.4 332 43.8 295 35.4 332 37.0 1 299 30.3 932 323 284 26.6 332 20,8 280 23.8 932 28.7 278 21.2 332 24.1 272 17.7 392 21.3 280 18.2 332 19.0 262 13.3 332 110 200 7 O r
11691 55.(1 291 35.9 280 90.1 287 30,9 258 26,0 201 28q 282 21.8 291 23.6 248 16A 281 21.9 244 17.6 281 18.8 2d1 14.8 191 17.1 236 12.8 291 16.6 232 ? S O Q N W
1090 24.8 230 26.1 208 236 90 21.1 206 17.6 230 1&3 201 16.4 230 102 198 0. Nx 00 CID
ZOO
111 b 22.6 218 23f 191 f&B 210 19.4 194 182 2111 1&e 101 f/.1 219 1d.e 188
1200 11.9 187 10.2 1 14,9 IBI 16.3 187 LBLyJ� x
® 'T X 6� 67J
Q O O
YO A
TABLE 9B AnchorCa acily Table 3 ANCHOR CAPACITY ADJUSTMENT FORMULA: p b e�mQ.
CHOR CAP.,,.,,,°,,, o
5 0slrste: 271 C0rlarola 381 Cana. No Bow CNU Fined CMU PT Wood Meal (DP.)X(_AN ) ANCHORCAP._ �
6'18'Ebo 1/4.89000 SHO'M. We 98 Elea pill 61ca1 012 steel 912 Sled MULLION C'AP.,„,,.,, PRODUCT REVISED
Aroha7yp.: 3116•Elco Ullmcon 114•Moo Ullman 311V Hao Utbloon 114"Elco Ulln.on 0 (O USE FORMULA TO OBTAIN THE°ANCHOR as coin 1 In with the Florida
Anchor COP Patteme Uea9an A pmoota Ulrocan Agllmaalar sorLw screw(c�) Sam1•I(Cs1 py B
Edge Moue Ony.. I. 2-Vr t• a11r 3-118° 1• 24W 1" Mir r 3-116' r DAA 9.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Bultdlno 0
Emba LMi(iM)ttaro' 1-3141 1.314' tau' r 1-v4• 1.114• 1-114 1 1.114• MIC t-1I4' r 1318• I-w 3or1.. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630,01
Mnch.m 04.75•Mill.O.C.I Blandard a INsel UP(Fig.15 390 ms 3900- 450 me 900 m3 1614 I. 2701. 2801hs 3541. 74010.. 374 ms 561 me 9461s 341 m4 4421133 we lea OPENING,WHEN R IS LOWER THAN THE MULLION expiration Dat 5/26/2021
4 Ano.m @ 1.15'Min.O.C.I reincmd(a Offset)Oip(Fig.n 4801ea 761 bs WA WA NIA WA 3601. WA NIA WA WA WA 6821. 586103 1120 bo CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors 93•Min.O.C.I(2)216 A1101e CIIpS I(MO.3y 780 ms 76003 68011ca 1560ms 1898 ma Noma 580The MIA 76)1. NOW 890 fibs 1892ms cel ma 6881h. 11200s MULLION.IT WILL YIELD A MINIMUM ANCHOR By
3AroDom®0.54'MN.O.C.IU01p,Ho.100'A9rm.(FIg.4N WA WA WA WA WA WA WA WA NA NN WA WA NIA WA 0500- CAPACITY WHICH MAY BE USED TO QUALIFY Mia. Pro uct nro
1Aroha/FOlp
618.6j 18503 1956. 2251. 445 ma 8221. 135 ma 14016. 1771. 3701. 18715e 8321ba 47303 170 m9 221113s 280Ih3 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anohore®1.1fi'NI& ID4 O.O/F47 pia.ep 240 950 0s WA N!A WA WA 1801. WA N!A NIA N!A WA 341 03 4421. 68016- ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE 2: TABLE NOTES: -1.260-
1)
1260°1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I I
e . ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 34171 I I I I
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ANY..
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.260' 3.260' ``` ,;-' U(CENSF'•
CLIT SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
* No,58706
B USED PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
8063.76 AND BEA MINIMUM OF.100°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •'• ATE
.046°THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.126-THICK AND A38.ALL ,100' .100' �'i •''•/.�ORIDA,.•'��\``
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 126•X 336•X.100" 1.25"X12 X.UTS ���
• 010 8 812 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION FOR MULLION FOR I�,(ONAL�iE` �
FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN bhh!L�.�kt,P.E.
FL P.E.#58705
TABLE 10A ® �
MuNoR Capacity Table(Ibefte)
Opening Width(forveNcallyspOmung mtBlions)orOpening Height(lorhodzodellyspannhO Indoors) 4' 33k
so In f01n 701. I 8o in 90 In t001n 110In 1401. 1601.
0
'126 X32b Rxtun9dar Trap/frlanp. Radargdar Tr.p/r.% Rectangular TripTdan9• ReeMrgul.r Trap/rd.%. Red.qufor Tmpfr4eng. Radang.ler Trflan9. Redangular TmpRdane. Rl-..lar TmWTd3n9. Rnwgdar TraWrrb* •�
X.X3 LoadMB Loading Loading l.adNB .01141178 Loatltnp Lowing Lo.dn9 Loa�g Loading Loading Loadcg loading Loedin8 Londing Lao4ulg Loading Loading �Za
Alum.Tubo .9 ' 9 .,. E.. $ .-. %.- S '8.. .� 1., a 2 .�' .§' .. ' w ,. 5 9.. .q,. 'Es rd.. LO
Maluan IL Sri figg� �g� 1� r� �S �o � }U
13
44 5 7 s 5 •6 c E a. �'� 8.�6 5 b 5 5 5 rs '6•�u a '�u 5 t3 9� 'E� n 'E'u g� N 'f�i�a' _
9a QA �a � a o w
42 in 170.0 020 170.0 436 170.0 744 170.0 418 170.0 868 110.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1210 170.0 621 170.0 1409 170.0 621 170.0 1736 110.0 621 170.0 1983 170.0 521 ,n J N
46 In 1710 706 170.0 WA 17D.0 850 170.0 584 170.0 992 170.0 639 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 600 uK7 J U
7
50825 N 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1018 170.0 684 170.8 1195 170.0 723 170.0 1345 1710 T47 170.0 1494 170.0 756 1710 1793 110.0 766 1526 1077 170.0 166 1316 1077 170.0 766 y
641n 170.0 797 IRA 612 110.0 956 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 003 170.0 1434 170.0 637 170.0 1594 170.0 056 156A 1768 170.0 661 134.1 1769 170.0 961 117.3 1769 170.0 001 (g 117 po W
fi11. 170.0 686 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1611 170.0 996 145.0 1511 170.0 1033 1209. 1511 110.0 1063 103.6 1511 170.0 ID63 90.6 1511 170.0 1063 .{ U co Lw7
63 in 110.0 930 170.0 745 170.0 1110 170.0 860 170.0 1302 170.0 940 158.6 1370 170.0 1016 1392 1310 170.0 1078 125.3 1370 164.0 1032 101.4 1310 165.9 1072 US 1370 7553 1070 78.3 1370 156.7 1070 a � w Z
661n 170.0 074 170.0 789 170.0 1169 170.0 903 WA 1210 170.0 1002 1362 1248 160.8 1013 121.1 1248 147.1 1aca 106.9 1240 1]9.0 989 90.8 1248 730.4 970 77.8 1248 129.0 D76 68.1 1248 129.0 976 z Z N d �• y
721n 167.8 100.9 170.0 070 139.9 1049 160.2 892 1199 1049 132.1 816 104.9 1049 119.1 060 93,2 1049 1047 846 03.9 1049 102.7 830 69.9 1049 94.3 626 59.9 1049 97.2 520 624 1049 91.1 020 w J U
J _ J
o 761. 1427 861 149.7 527 /10.9 941 1'ffi8 806 101.e 941 1112 791 892 ed1 100.0 777 79.3 941 91.7 768 71.4 9<1 56.6 767 W.6 841 77.6 744 StA 841 71.0 737 44.0 841 733 770 J s 1 Z
Nin 172.0 O8d 197.0 783 110.0 894 1199 761 81.3 694 102.4 753 026 894 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 65.0 994 70.7 107 47.1 381 01.0 701 41.3 834 60.1 698 Q
901n 95.9 671 001 690 71.6 071 74.9 585 GIA 671 65.3 676 63.7 671 50.2 668 47.7 671 52.9 558 43.0 671 409 651 35.0 871 43.1 639 30.7 877 347 531 26.9 671 31.9 626 Z Q N W
981. 710 690 72.8 521 640 690 814 618 60.1 690 634 609 443 680 47.6 602 99.7 690 47.0 481 35.4 690 399 118 29.6 690 34.7 477 253 690 319 469 22.1 590 29.5 0.(d S x Z o7 m
1001n 49.7 460 60.0 421 41A 466 42.11 414 755 468 37.1 408 91.1 456 329 402 27.8 466 29.7 396 24.9 466 27.1 321 20.7 468 27.6 3e2 17.0 465 219 376 16.6 460 19.0 770 a do N
111 In 46.8 441 46.7 400 347 441 393 393 32.7 441 34.1 337 246 441 30.2 367 26,4 441 271 376 329 Id1 24.0 312 19.1 441 27.6 ]64 18.4 441 10.] 356 k.3 441 17.1 357 °r- W M
1201. 78.] 370 ]6.9 344 307 778 31.0 339 26.0 375 26.8 336 227 379 23.7 379 20,1 375 21.] 326 111 378 195 721 16.7 370 10] 314 ® 0= x
N
144 In 21.0 262 212 U217.0 239 16.0 262 15.3 234 Q O O
Q Z
m
TABLE IOB AnchorCapadty Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: 0
ANCHOR CAP„„,, ` •�e�
SUDS 2.76 Corert4e 968 Cmt. HdMw QA FoleO CMU PTWrod Mdd (Dpm)X( =ANCHOR CAP.,„,
910'Elco v4'S9 EW WIS.Fxo v4 ss Elco sto steP1 stzsfai iHasfel MULLION CAP,,,a,,,,,a PRODUCT REVISED
Anthor WIS'Bro Ul-at vd•Eco UlImcon unmron 3116-em I.Rmon 114'EIeo U112COn A slot UBmvk A ss 1110 tis screw
Anchor Cllp Patterns O9 ( > m Sdrcw(G5) USE THIS FORMULATO OBTAIN THE'ANCHOR ascomp with the Florida
Ed9DClsmrce9 i' 2.1fr 1- 2-vr 313 1' 2-11T 1' 2-11r 2 341W 2 0.45° 994 0344' CAPACITY REQUIRED"CORRESPONDING TO AN Bulldingtode
EmBeRnell n 1314• 1.3'41 1774• 144' r 1-114' 1-v4" 1.114' 144 t-1/4' 1.114° r t-0'8' I-vir vanes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Anctn3@4.71M1n0.C.l Sternada001e1 C9p(Fig.1) 390 ms am is 4501bs MOMS 1644 M9 210 es 2801bs 354 Ms 740111 374 Ms 654 IM 9061113 341 lbs 4420. 560 be OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date /26/2021
4 ArCha5®1.15-Min.O.C./9lmdbrd(araae0 C9p(50$ 410 Ms 70D WA PJA WA NIA 30011'5 WA WA NIA WA WA 682 Ms 885 Md 1`120101 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Al raa%IIbl.O,C.IM245AngMC01"14r7031 78D MS 780 M5 SWIDs 15M MS 1896IDa 540Es 6mms WA 760101 743 Ms 8/0 Ms 1892 Ms 662Ms BBSIm 1120101 MULLION.IT WILL YIELD A MINIMUM ANCHOR
gy
3AncMrs®034'Mh O.C.1U•C40.Into.tOP Alum 49p 4• NIA WA NIA WA WA WA WA N/A WA NIA WA WA NIA WA 990 MS CAPACITY WHICH MAY BE USm TO QUALIFY Mlaml-0a Prouct control
1 Ambor/F-0Cnp(FlO9 105 Ms 195 os5 225M9 44521 8n Itws Isms x9 14D MS 177 lbs 3701te 197ibs sMM9 473 bf 17OMs 221 Me 260105 ADDITIONAL ANCHOR OPTIONS FROM THE
2Andars@1.1(•M1AO.C1F4:IIp 087 240bs 350 In WA WA NIA WA 19DMS WA WA WA WA WA 941 MS 1 4421 860 MB ANCHOR CAPACITY TABLE,
FIGURE 1: FIGURE2: TABLE NOTES:
t261" 1.260'
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
• ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111 7 1 1 1 1 4 1111
.N
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �` 'C\P'�7CEN3
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 323.250' ` F
' FP
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
• BE USED =*7
IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ '
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 490.WOOD SHALL ''0
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4" 4°FIGURE 4: FIGURE 5: FIGURE 6: 6063-TS AND BE A MINIMUM OF•100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND iOi(1'•. STA O (v
• • 045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.126"THICK AND A36.ALL �i��151''•:c�ORIDP,.••G���
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 12MULLION OR 1.25'X
2MULLION FOR 4" �S7�NAL E-
• #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LY/110
NN MILLER`P.E.
•
FL P.E.#58706
TABLE 11A 9
.Mu lon Capacity Table(IbsM N 6S
Openln0 Width(forvedica9yspaming mtIDons)orOPening Haight(Tonccdzotda5yspanrdng mulMtts) gg�
60N EO in 70 In 1 801n 90e Idah 1201. 140m ISO In p�
1125 x344 RuNmt6da Trapllrianq Raemngular T°pRian4 Reaa�OuI' TrapA'dmB- RaeUngulrp LapRdanO Rvclnnadar Traplydang, fLnan6dar TrepRdma. Rena+ywhr Traplyd.M Ractm6dar TaprMang. Re I,- TnpfBMmrg. 4
%.624 Lvedia0 lauding LWdng Wad'm9 Wadmg Wadm9 Waring LoaA�g Wading Lv.dmB LoaAng Loading Lvadmg LwdlnB Lmd'wg Wasme Leading Londirg gYt
Altar.Tube §.- �. �' �' § £ �' �.. a .m '� a' �' �' •'� a a_ z s_ a o g q,. w ri
Mullion e g � �
r{ Ug U Uc U Uv U � V
3�E. $a �@ d`a 2E a @ AT
Qa :R d`a i1€ �d Dd 0
1 10
421n 170.0 620 WON 43E 170.0 746 179.0 478 170.0 BS0 770.0 50S 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1608 170.0 621 170.0 1765 170.0 621 170.0 1983 1704 521 � J m
481n 170.0 108 170.0 624 170.0 850 1703 584 170.0 992 170.0 630 170.0 1733 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 _LIDO 170.0 680 170.0 1983 170.0 680 1 170.0 2267 170.0 680 K J
Lr
6UHIn 1740 747 170,0 663 170.0 636 170.0 631 170.0 1046 1703 684 170.0 1195 170.0 723 V&D 1345 170.0 747 170.0 1496 170.0 T58 170.0 1783 11&0 755 1710 2092 170.0 766 1740 2391 170.D 766 LLT O$ F-
64 1,
-6fln 170.0 707 1703 612 170.0 856 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 1107 170.0 1334 170.0 837 170.0 1694 170.0 856 170.0 1913 17LO 061 170.0 2231 170.0 881 150.2 2493 170.0 861 M
60 In 170.0865 170.0 701 170.0 1063 170.0 791 170.0 1240 170.0 870 170.0 1417 170.0 944 1T0.0 1594 170.0 936 170.0 1771 170.0 1033 170.0 2125 1T&O 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1083 F tp W
63in 170.0 930 170.0 745- 110.0 1116 170.0 860•*16- 12
1710 948 170.0 1408 170.0 1016 170.0 161'3 17&0 -1078 170.0 USE 170A 1122 155.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2050 170.0 1171
65 In 170.0 974 170.0 789 170,0 1199 170.0 903 6 170.0 1002 170.0 1668 170.0 1086 170.0 153 170.0 1165 170.0 1348 170.0 1210 143.0 1966 170.0 1276 1226 1966 1703 1286 107.2 1966 170.0 1266 z Z �$ m y
721. 170.0 1x63 170.0 878 1710 1276 170.0 1009 8 170.0 1126 17&0 1700 170.0 1228 154.1 7734 170.0 1316 138.7 1736 16&8 1386 1176 17]4 765.9 1364 99.1 7734 160.0 1362 Bfl7 1731 1602 1352 W J U
J J O
761. 170.0 1122 170.0 937 170.0 1346 770.0 1p60 770.0 1209 147.0 1668 1652 1285 131.1 7556 1fi1.6 1266 1119 1556 141.3 1251 983 1558 7249 1229 84Z 1556 1123 1219 717 1656 1212 1116 _ '� Z
781. 170.0 1161 170.0 967 170.0 1784 170.0 1116 1 7693 1215 136.0 1477 151.0 7224 121.2 1477 139.1 7206 109.1 1477 719.5 1191 90.9 1477 11flB 1164 RA 1477 1109 1168 6&2 1477 1x93 7166 r
g 90 In 1420 1110 1683 965 1184 1110 1239 968 1079 961 66.6 1110 943 936 789 1110 076 927 71.0 1170 BO.T 910 592 1110 71.9 691 60,7 7110 65.8. O7B d4A 1110 62.7 D0O6In 117.0 976 120.3 874 87.6 975 1015 058 863 642 712 576 78.6 OM 66.0 875 711 a17 645 975 66A 807 448 976 67A J- 4 075 523 776 36.6 015 493 767 X Z
10Bin 822 771 64.0 696 611.5 771 70.7 656 60.7 771 613 674 51A T71 54.3 664 15.7 771 49,0 555 41.1 771 449 077 343 771 38.8 771 35.0 621 25.7 771 MA812 �767730 17.3 6fi1 611 760 65.0 660 67.1 730 66.3 670 47.3 730 49.8 631 12.1 770 45.0 622 37,0 730 41.1 811 31.E 730 15.6 730 719 589 23.7 770 M.6 681 4h120in E9.9 626 613 669 /9.11 624 fi12 660 42.8 624 dd.3 661 379 624 39.2 541 373 b24 353 637 30.0 67A 72.2 631 270 fiM 27.7 621 74.8 509 147 626 225 501 ® Q' X S2
1441. 317 473 35.1 US 28.9 433 23A 395 2.1.8 433 25A 990 27.7 633 124 305 197 433 20,0 741 17.] 473 162 378 r� U N Q O O
TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: - '
AnchorCe N9y Table,(tte)
ANCHOR CAP.,",,,,,,,
Summate 27kComrge 48kcOtic. HdtOeCMU Flt1edCMU P7Wood Maal (OP„�)X( �=ANCHOR CAP.,,,
61ta•Elda v4'SSEx69t6•Ek. va•ssec. Wo6ted dt2stea otzsten MULLION CAP„a,,,,a, PRODUCT y REVISED
Anctwr Type. S'16•Ecco Uorsm va•Exounmc0n 3'16•Eteo Utram va•Etcou0r4cOn USE THIS FORMULA TO OBTAIN THE PCod
AnehorCOp Patterns ultrn.n A;9 dor 16-Ecl /C Ss Screw
(057 ac 2Sted Screw 12 S as eom 1 n wllh the Florida
Edge lzstme lin 1• 2-vz 1.. 2.12 S1/se 1" 2.12• 1• 2-v7 2. 318• r 0A8• ase 0.32,• CAPACITY REQUIRED"CORRESPONDING TOAN Bu71�nB °
EmbeMe3lOn 1314• 150° 1-31r l4rr 2• 1-1/4• 1.14• 7.14• 1-v4" 1.174• 1.14• z 1.918• 15m' vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2AAc17a 044771M0L QC.I Smmv0 a OM cgp Mo.7Y 390®9 300&e 450169 mOIE 1644 b9 270 is 200 ba 3%IDS 740Im 374 b9 66695 946 HE 341541 4421E 560 JIM OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date05/2612021
4 Amba901.15•Mm.O-G/Six63N(cr Clad)UP M a 480Ids 707 bs WA NA NA WA 360 Mm NA NA WA WA AIA S121DS 885 ae 1120u CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcmts®71,1In.O.G 1 Rl 2c6Argle Clips l;I3} 7801E 760 b1 6DOW 1560 IM 18M IDS 5401bS tial RS NIA 7601m 745 09 880 ms 1Bmm9 682 bs e651m 1121 IE MULLION,IT WILL YIELD A MINIMUM ANCHOR By
4Art ®OS4•Mtn.O.C.I u-mpp,boo•100•Nul& 4) NIA WA NIA WA fUA N/A IVA NA WA NIA WA WA NIA WA Im Im CAPACITY WHICH MAY BE USED TO QUALIFY Elam- a Protluct Con o
1Ar6rorl F-CUP(f7453 1851E 1651E 1 225 lcs 4451E 822Its I Imms 140 B5 177W 3701E 167 On 382E 473 to 170 ft 221®9MOIE ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchns9 LIB Mr.0•0J F471 09. 24094 950 ME NA WA NIA WA ISOiM WA WA N/A WA WA Sit bs 4420s 5601E ANCHOR CAPACITY-TABLE.
1.250"
FIGURE 1: FIGURE TABLE NOTES: -
• , • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.04' `` ;•'�tCEN@F'•.C�
CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q-,: •.(n�
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �.:'^ No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90:WOOD SHALL
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEk/
6063-TS AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624"
i�'�`•'• A�
.045-THICK STEEL TO BEATLEAST.125'THICKANDA36.ALL -)- i,C�51s•:c�ORtDP`.•••G\?�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 'JJ,CONAL Ea 1`�
#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 B.S.OR410 S.S. 125 X 394•X-624• A iHdIN MN30Eki,P.E.
MULLION FL P.E.#58705
TABLE 12A (Q
Muluon Capacity Tabic baHil • k's A
Opening%Mdth(for%oNcaot-sperD>>rg=1110m)crOpening Holght(tortc1zDnt3*sparrtlrg mW3oro) g
5091 601. 70 In- mh 8010 109127 120 In 1401n Ito In WWW
Rectangt4ar Trep7Meng, f!ctargAiar Tt4pf8mnp. Reelm6ulm TrolYMarq. Raatar4p4ar 7rtpllaalip. f0:ctanpul. 'irap77rlenp. lfeelmpdar Tngdn4arq. Reotanpular Trcp/TOenp, Rnctangtaar TrdplTamq. RcetdnyWu Trap/SI g. O
2 x 4x25 erre tneEnp twd.e L�9 L=ft taad'ng 1 eaft L ad'tiq tea¢ L-d V LmInp Lowb9 ta1:fr�8 Wdra Loan¢ coadlm [caring Lvecft 3
Alum.Tube F a k k 4 Ig v J _ _ .• P z• ?' TM!
gMulOonif
� � 8� 96 r 7 1 � 5 $l I bstl. as '0.7 2 13:
4210 170.0 620170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 1740 W2 i7o.01 610 17x0 Ilia 1TOA am 170.0 1240 170.0 621 170.0 1488 170.0 921 170.11 1735 170.0 621 170.0 1963 170.0 521 0 _
46 kt 170.4 706 7740 524 lTa.O 850 1748 b84 170,0 892 178.0 630 17MO 1133 t70.0 661 170.0 UTS 170,0 877 imb 1417 510.0 686 1710 170D 170.0 680 170.0 1883 170.0 660 170.4 2267 17x0 880 � � 427
50.62510 170.0 717 1740 563 1roA 898 7700 631 170.1) 1018 1740 684 170,0 1195. 170,0 723 1740 1315 170.0 747 tro.1) 1444 170.9 758 170,0 1793 imA 758 170.0 2092 170.0 756 170.0 2391 170.0 766 5 y
641. 170.0 7B7 170.0 6f2 170.0 8% 170.0 691 170.0 1118 1760 754 7740 1275 170.0 803 170.0 1434 1700 837 770.0 1594 im.0 856 1700 1913 170.0 881 170.0 2231 170.0 867 1700 25M 770.0 -Sat a Win 170.0 170.0 885 ilOA 701 7704 1083 170.0 787 170.0 1210 1704 878 110.0 1477 770.0 BH 1700 o LU
1584 i746 ape 178,0 1771 t7QA 1033 170.0 2129 170.0 1063 170,0 2478 170.0 1063 1808 2580 I710 lea K = M
63 in 170.0 930 170.0 748 170.1) 1118 170.0 560 170.0 1302 170,0 940 170,0 1488 170.0 1014 170.0 1573 170.0 1078 170.0 1858 170.0 1122 1700 2231 170.0 1160 1%7 2863 170.0 1171 145.9 2553 1740 7171
66In 1748 8741170. 769 t7a,0 1189 170.0 SM 170.0 I384 170A 1002 170.0 1556 170.0 1066 1710 1753 174.0 1155 170.0 1948 1740 1210 170,0 2338 170.0 1273 join 2437 170.0 1269 7329 2437 170.0 1286 a
U
72127 179.0 1007 170.0 878 170,0 1276 770.0 1009 170.9 1488 1710 1128 170,1) 171)0 179.0 1226 170.0 7913 170.0 1315 110.0 2125 170.0 1387 145.8 2184 170.0 1458 121.6 2184 170.0 1628 108.2 2184 170.0 1530 T{��
7G In 17MO 1122 170,0 937 170.0 1346 7700 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 165.1 19M 1700 1421 148.6 1990 170.0 1505[74.51393
80 161.8 1548 i041 7860 I54A 1835 82.9 1860 1527 1531 r7�r7 W A O
3 Tam Ilea 1181 170.0 987 170.0 1361 170.0 1118 1704 1611 17&0 1250 170.0 1842 Ilea 1]69 1527 1861 1704 1474 137.4 1351 183,1 1500er 147.3 1473 882 1561 139.6 4459 "S 1861 137.6 1454 iL97�r�
90 In 170.0 1326 170.0 1144 149A 1398 1540 1219 127.5 1388 136,0 1188 111,6 1398 121.3 1178 99.4 13U 11D2 1162 a9.5 1395 101.8 114798 89.6 1122 63,0 1388 627 lies 65.8 1390 788 1099 I••8810 147.4 1229 151.0 1098 tag 1239 127.8 1Q79 f05.3 122$ 7112 1051 O2 1228 849 7044 51,9 1229 eA6 1029 73,7 1229 521 lots29772803 $27 1220 66.9 877 401 122$ 62.1 967 - Z
10810 103.6 971 1060 877 86.3 971 59.0 862 74.0 B7f 772 e{9 84,7 eTt 68.4 837 67.8 971 Gf.B a2S 61.8 971 561 8161 481 788 371 971 44.0 7� 324 87} 40.B 771 0. NOh 00.4 019 07.3832 78.6 819 81.9 519 fi0.1 819 70.8 !08 50. 819 620 704 63.0 018 .7 784 47.7 B78 518 7749 M.8 756 ]4.1 818 402 742 29.8 01$ 37.1 732 12091 785. 786 78.8 TfB 628 Tae 8d.5705 53.9 788 55.5 895 472 766 19.1 688 4218 788 4f.+ 877 37.7 789 44.5 659 34.0 643 27.0 786 31.0 Q41 238 ? ?6,/ 651 x648 442 604 ]6.4 548 371 188 31.2 646 318 481 27.3 548 282 459 24.3 816 25.3 479 21.8 546 7294745 16.6 461 16.9 6/B 172 468 13.7 646 153 44B yl' X Q 221
TABLE 12B �3 Q N O O
ANCHOR CAPACITY ADJUSTMENT FORMULA., D"t 4�
AMn horCapacily Tabic 9b6 $ 100
SutstrM 2Tcmrcma ase cmc I HU10.cmu FNed G14U P7wam Mgt (Op®)X ANCHOR CAP.,,n,,,,�-ANCHOR CAP."„ v 0:
bis Elco v4'S9 E70a 9f6'E7c0 1f4*SS(3L0 si4 Steri 4N28tii} dt2 SY¢4 MULLION CAP,,,v,M,
AnchorCOp Petlems .0102727217)pt b1G'>7raUMsm v4•E7c0Ulr4eo0 Utazm 3•t6'FJcoUaWem 1110 tBeoUttrscm A09113=r Us94m A9preGaiar Sc_(W'O Screw
cre M sum P5) USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED
Edo 13smme Oak 1• 1 2.1/2' T 2.112' 3178' I 7• 1 2-Lr V2-1121 2' 3178' r 0.44• a54• 0,320 CAPACITY REQUIRED'CORRESPONDING TO AN as tom 1ying with the Florida
Emaelmmt8n '{374• 1.W6• 1314' 15'4• r 1.114" 7•ve 1.114' 1.114• I-lie tale 7 1-sa• I5's vaSEs ACTUAL PRESSURE REQUIREMENT FOR THE Building Cado
2Ancnors®4.76"Min O.C.I Stardam orom L9p(Fla 7821 3w ms 39D ms 4soms ego M5 1644 lbs 770 ms 280 rm 354 as 70 1w 37 ws 6"ma Mad 341 IDS 1 442927 s6D-ms OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17.0630.01
4AMhad®261)"Mln O.C.ISWMr4Mrabet7CkVo9i;5F MIUs 743 to 6230 tas 14%at 1424 ms N1A 56588 NIA 695110 MIA I Beoma NIA 6112110 Bes 0. 712Drm CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Dafer05/2612421
SAmt=01.71'MhOr IStantUM(ar Omet)CIOM94y 8851)5 050 758106 1B48ms NIA WA 70525 WA 7901bs NIA WA WA M10721tn 1027 us 1818los MULLION.IT WILL YIELD A MINIMUM ANCHOR -"
dArcMs @s'MIn O,C,t 2t5An9te0ps101¢57 7051Os Sea am 1tfR1its ISB3 bs 8So £60 7s MIA 76D lbs 7411ms soV. IMIX �2ms 865 iietm CAPACITY WHICHMAY BE USED TO QUALIFY By��.!"�^'
6Arctus®Sr Min.O.C.IQ)26AM1001ps I IRs 6k 1+7068 117005 21020108 2340110 2844 b3 81 849 ma NIA 1111118 tfzzms 1326 W2898706 100.21127 7311ns IseD 6sv ADDITIONAL ANCHOR OPTIONS FROM THE M7amW Product Contro
SAMS= O.Q I UIM,ttit AVAnaa f1g.7) WA WA N1A WA WA WA N1A WA WA MIA WA WA N1A WA 1073 ANCHOR CAPACITY TABLE,
6Arctuo®O.W Min.O.C.I UCfip,Into.12Y AWL Q-1487 41A Wq N1A WA N!A NIA WA NIA WA NIA WA WA WA WA 21 0.s
2AnctMS@29C Ma O.C1FCip1 Oj 370ID9 971)Se
375 tas 7491tas 71245 N!A 2891ts NIA US Its WA 440 ft WA 341109 442 Rd 550108
3Anct1»C 1.71•MIn.O.QI Fd (Fig.10k 40.909 525 Ms STB ms 079(Cd NM NW 963110 WA D901b9 NIA WA WA Sit Os 6&i 1M 840ts
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE2- FIGURE FIGURE 4:
• • • • r • • • TABLE NOTES: 2.000'
t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR
• • • • • GENERAL INSTALLATION METHODS. LYAI/�I��j�i��'
'4 �yLCENgF'•.��
FIGURE 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,� {�••� •�
• • r r • • • # • • LTHE OCATEFOLLOWING DIMENSIONAL RESTRiCT3)MULLION AND MULLION CUPS SHOWN ARE TIIONS SHOWN ON T TO SCALE,FOR HEETS 21-23.FIGURCT ES SHOSEE W SUGGESTED,APPROXIMATES 21-23.HOLES TO BE LH4LE LED IN .2 � 4.000" •. Na•r�B705
16
FIGURE 7., FIGURES: FIGURES: FIGURE 10: O' ST
ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT' �f-•., fit/
' r •(7711
(FIGURES 6&8) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. �iC31 '•.�0RIDP,.'G��``
MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 Y X 4'X 25•MULLIONS1pNA�
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST,.126'THiCK AND AX ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW �/ i
• . • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD,MAY BE STEEL,18-8 S.S.OR 410 SZ, A.L111�N MILLAIP.E.
FL P.E.#59705
TABLE 1370 '
Mulfion Capaolty Table lbaf112 ® 3
Opening Width(for oertlra"pamlfE f LOGrL9)of Opening H•IBht(for harimnfayspa-Ti g m1111ora) 4'
501n 60 in 70 N so N 90 In 100In I 1201. 1401n 1601. n
Rectpngila TMpllltang. Rectongul T pfT,%.g, R.Wgd r TropTh s. RedangJar T . Re
MpRdamctong1dar Tmpmtare. Reptangdor na#Mtatg. RaetangJff iFep/ild.q. Red.,VLhr TMWTdang. R3e..Wla Tmp7TA.V. O
2x6X,26 Loedna Loft L.-Mg Lowing Looft 1-0.4.2 Loadng Lowing Loading Lasting Loodng 1.04,1'7.9 L-dng Loaning L.oadn9 bating Lo2ft La2dng c E
70110-9 Tubo a �' ,. �a ,. .. d.. v Aa a A a a %.-. 3 %.. .rs v," o d
Mullion
�� a� "- U
421n 179.0 820 170-0 435 170,0 744 170.0 479 170.0 688 770.0 Goo 170.0 892 1 t70.01 Sig 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1893 1700 621 w
481. 7740 798 170.0 $24 170.0 850 170.0 584 170,0 992 170.0 830 170.0 1193 770,0 681 170.0 1275 1740 877 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1963 170.0 680 170.0 228'7 170.0 650 ? D
50.625117 1740 747 170,0 583 170.0 898 170,0 031 1700 1018 770.0 604 170.0 1196 770.0 723 179.0 1745 1740 747 170,0 1494 170.0 786 170.0 1783 170.0 756 170.0'2082 170.0 750 170.9 2391 170.0 756 F W o o
641. 170.0 707 1740 812 170.0 958 170.0 691 170,0 1118 170.0 754 /70.0 1215 770.0 803 170.0 1134 17Q0 837 170.0 1694 179.0 550 170.0 1913 170.0 881 1704 2237 170.0 887 170.0 2550 7740 651 a O ((J
601n 170.0 865 170.0 701 170.0 1083 1740 797 170.0 1240 170.0 87e 170.0 1417 170.0 944 170.0 1504 170.0 098 170.0 1771 170.0 1033 17a0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1063 7 to LLU!
63 N 170.0 me 170.1) 745 170.0 1116 170.0 550 170.0 1302 170.0 040 170.0 1108 170.0 1015 170.0 1873 170.0 1078 170.0 1559 170.0 1122 1740 2131 170.0 1189 170.0 2603 170.0 1171 170.0 2078 170.0 1171 Z
681. 170.0 971 170.0 789 1110 1169 170.0 903 170.0 1384 170.9 1002 170.0 1558 170.0 105!1 170.0 1753 170.0 1154 1704 190 170.0 1210 170.0 2336 170.0 1275 170.0 V27 1704 1288 170.0 3117 170.0 12ffi Z Z N zd m =
c 721n 170.0 toes 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1225 170.0 1913 17OD 1315 170.1) 2125 170.0 1387 17MO 25W 170.0 148a 170.0 2975 170.0 1578 170.0 3400 170.01530 W 5 U kg' 0
S781. 17DA 1122 170.0 937 17D.0 1346 170.0 100-0 170.0 1570 170.0 1209 170.0 1784 170,0 13M 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.6 2692 170.0 1878 170;0 3140 170.0 16994 110.0 3589 170.0 1705 o J D-S L Z
TSN 470.01 1151 170.0 987 170.0 1361 170.0 1116 170.0 1811 170.0 1250 170.0 7e42 1170.01 1369 170.0 2072 1760 1474 170.0 2302 17aO 1664 170.0 2703 170.0 1 1700 170.0 3723 170.0 1777 170.0 3883 170.0 1706 0 ¢ J
001. 170.01 1320 170.0 1141 170.0 1584 170.0 13ZO 170.0 1860 170.0 1498 170.0 2125 170.0 1653 POLO 2391 170.0 1793 170.0 2858 170.0 1918 170.0 3155 Vail 2125 158.0 3413 170.0 2273 136.5 3413 170.0 2361 N
BSN 170.0 1417 t7aO 1232 170.0 1700 17O.D 1434 170.0 19M 170.0 1822 170.0 2287 170.0 17M 1704 2550 170.0 1652 170.0 2533 170.0 2985 1610 3189 170.0 2338 177,1 3198 i80.e 2470 120.0 3180 1641 2428 R Z O�O
100 N d17O.0Ut
1594 1704 1409 170.0 1819 170.0 1847 170.0 7231 170.0 1578 170.0 2550 170,0 20781610- 2101 170.0 2271 148.3 2781 181.9 2333 123.8 270-1 1404 2201 109,9 2781 125.8 2234 827 27e1 118.0 2180 Ni1t In 1630 1700 1/51 170,0 1885 1790 1700 170.0 7�4 1704 1832 170.0 2821 170X1201. 1771 170A 1586 170.0 2125 1700 1859 ISC4 7252 1590 ISM 135.1 2252 U1.4 1884 120.1 7252 1272 1930- 105.1 2]52 1151 1815 841 2352 09.5 1872 712 2252 0-59 1838 61.8 2242 efA 1808 (-) (DQ 1441. 1584 125.8 1445 104.3 1564 108.1 1423 80.1 1581 813 1407 752 1561 00.7 1380 09.5 1684 71.3 1373 628 1551 65.7 1388 6-21 1384 58,0 1330 44.7 1584 491 1305 39.1 1481 414 1283 C7 ¢ N ZYJ 0 Q
TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA-
An
ORMULA? s0
Anchor Ca el Tablefibs)
1 1
8ubstlate: 2.7X Coronets 3.5k C- Hdl-emu Findemu I°TWood Mehl (DP_)X�ANCHORCAP.�,,,,,,,)=ANCHOR CAP.- � �
S118'Eleo CAP.-
114-SS Eba Sfir Elco 1f4'SS Sic'
•10 start st2sleal 012 SINI MULLION CAP.,e.,... PRODUCT REVISED
Anchor Typo: 3116•Elco Ultmaon 1J4'E@O Ulbocon 9118'Eloo Ulbecan 1/4'Eko,IBtmcgl
AnehorCOp Patterns Ulbacm A9gmGa@r 190acon AgdeGator sreew(G5)fl nor(G5) SU-(G3) USE THIS FORMULA TO OBTAIN THE°ANCHOR as corn lvingg with the Florida
Edge M=W Onk 1• 2.12' 1• 244 3.118• 1• 2-IM I. 2-IW r 3-Iffi• r 0.48•• 0.84' aim. CAPACITY REQUIRL•D'CORRESPOND)NG TO AN Building orlo
Embea4ad k I.N4• 10-/4' 1.214' Iair z 1414" 1.1W t-11.• 1-114• 1.1/4• x174- r tans• Tam• !8!189 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Amhcm404.76-Min.O.G/BMnd.id erc=Ot clip(Fig.162): 390@9 390@8 450@0- NO The 1644@9 270 ft 00 IM 354@8 7400. 374 lba W,41bs 2340@. 341 Ib. 442 lb, 5eou OPENING,WHEN R IS LOWER THAN THE MULLION Expiration Date 05/2612021
4 Ancham®4.BB'h111 O,C.lStandard(or Oasep COpffb.3k leo ma 760 be 900@3 1790@0- 3232 JOS 54000- 9239@3 708 @s 1480 On 748 11% 1272 @s 1892 @s 882 Is Beg g0- 1120@e CAPACfiY(FROM THE TABLE)OF THE SELECTED
8Anch=®1.71"Mh O.O/Standard(orOffmo Clo(F;a 4k 11801m 1400 lbs 1010 @s 2595 @3 WA WA e40 lbs WA 1065 @e WA WA WA 1363M 1770 @3 22401m MULLION.IT WILL YIELD A MINIMUM ANCHOR BY
4 Armhom Q r MA O.C.1 R)2x6 Analo Clpa I ft.5k 780 bo 780@. ON lbs 1568@s 1896lbe 51010 550 The WA 760@9 748Ibs 880@0- 7892163 682 lbs 085@8 11201b. CAPACITY WHICH MAYBE USED TO QUALIFY Miam oda duct Contra
8Anoha0-®r Mh O.O.I R)215An0e Clip.I".BL ISM Ib. 1580168 1300 The 3120 lbs 3792168 10801ba 1120@s WA 1520160- 1499@e 17609. 37841be 1303169 1TIO los '12401b. ADDITIONAL ANCHOR OPTIONS FROM THE
12 Anchors 0 IX Mh O.Q l(2)213 Anglo COP.1 o-1C 7k 1NOlb0- 2100Its f440@s 3780 Ibs WA WA 1379 Ibs WA 15001bs WA WA WA 2049 the 263416. 3380108 ANCHOR CAPACITY TABLE.
4 Andras Q 1.34.'Mut O.C.I Ui2ip,bdo.125•Aaun.ffig•ek WA WA WA WA WA WA WA WA WA I WA 1 WA WA WA WA 1.9
8Armhoe®O.WKn.O.c.lUglp,Nto.12YAW0.09g.Bk WA WA WA WA WA WA IN WA WA WA WA WA WA WA 280116. i-2000"-•-I
2 Anchom®4.69'IAn.O.CJ F-C9p(719.1ok 390169 390 @a 450168 880 @3 1818 g0- 270 @9 280 On 344 @3 740 ro 374 r. MO @s 048 @. '31.Ib. 4421m 600 QM
4 Anobom®1.71'1Jk1.O.cJ F43ip ffW.11k 590168 700lba 5051bs 1208ibeWA I WA 1 470 Ib. I WA I 513 IM I WA I NIAWA 1 802 @s 885 lbs 1120 U. .250'NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP, TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES:FIGURE 10: FIGURE 11: SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR MFORMATION ON
• • • • • • • • • • • • 1 LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ON3(LYN/y
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 't0- GEN
• • •• • 6.000" 1..1 sE •;CS
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS '• '•.
• • • • • . • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON *: No.58705
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ �IrAT�l
EIEDUANGLEX• CUP 4)SUBSTRATES;CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1 4-(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �0, (v
5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE80g3-T6 ANDBEAMINIMl1M OF.125" ORLDMUST BE USED N THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO 'isS/1N-•' �h1G
PAIRS. BE AT LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL DCTEND AT LEAST 3 SCREW 2•X B'X.25' A.QVM t��yy6:F),P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. MULLION FL P.E.#58705
TABLE IAA m
Mullion Capacity Table sAt2 a
Opening Width(Tar ler8ca y-sparrdrlg mWiarm)or Opening Height(iorhoA2aNa*spem1ng m45ons) 4'
So In 601n 70 in e01n so In 1001n 120 In 1401n 1601n p
Reelargular TrapT1(ang. Rmtatgul•r TmpTdarg RedumauW Tmp/Tdaeg. Reetanguiar Tmprrdan9 Reclargular Tmprrderg, Reclongular Trtyldorg. R"
gular Traollft. Rectangular T2yTdan i. Regamutar Trap/iNeng
1.2V x 211" Loading Loadlrg LDadhg Loading Loa9ng Loadlrg Loaoing Loading U W,g Loading Loading Loadirg Loading faading L4adkv Loading Loadhg Wang
x.126"Alum _ a _ _
gP'I �N'
Tuba Mull � d B� r3 � 0�• 0 �" �� a � � � r7 Z1� Fi r3� 8 d� 04
s
W �421n 744.2 578 167.0 428 720.2 528 1499 419 1030 628 1388 414 80.1 526 130.6 417 601 626 1341 411 721 628 1341 411 60.1 826 134.1 411 81.8 528 134.1 411- 45'7 SR 134.1 411 _
481n Me 403 1080 333 eO.5 ,403 94.7 327 68.0 403 56.4 320 604 403 Ot4 317 53.7 403 781 315 483 403 788 314 403 AIM 786 314 34.5 403 7S.6 314 302 403 788 314 J
<n
60.M6 In 82.3 392 9/.o 301 68e 382 79.3 294MR2 71.8 289 61.6 362• 67.2 266 487 362 648 284 41.2 982 836 283' 343 382 63.6 281 244 382 635 283 25.7 382 63.5 283 r F
641n 67.8 318 74.1 287 688 318 642 261 67.7 256 424 310 615 263 37.1 318 60.8 256 33.8 318 425 248 28.9 318 49.1 24a 21.2 318 481 248 21,2 318 49.1 246m601n 49.6 255 63.1 218 41.2 258 487 214 40.7 210 30.9 2W 372 207 27.7 288 349 214 247 256 334 203 20.6 2Sa 32.2 201 17.7 268 322 201 16.5 268 322 201la N 427 234 45.6 200 35.0 234 39.1 185 347 192 287 234 31.6 189 237 234 29.4 108 21.4 234 280 194 17.6 234 28.6 183 1S.3 294 26.5 183 13.4 234 28.5 163 W Z
65 In. 372 213 38.4 163 31.0 213 33.7 179 29.8 176 232 213 27.11 173 208 213 25.1 170 15.8 213 23.7 169 13.6 213 22.2 167 13.3 213 220 166 11.6 213 220 160 0)6In 284 170 30.1 165 239 1rg 258 152 a5 149 17.9 178 20.3 147 16.8 179 187 145n�Z
781n 2A3 161 25.4 140 2D.3 161 21.8 1371 180 t36 142 167 17.0 731220 152 234 133 788 152 189131 17.5 128 Q rn
TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
AneharC•pealtyTable • ANCHOR CAP.,,,„,„, S F- X id 03•o
8n.m. 27k Cmcrete 3"'Co"
HOWWCMU FMCMU PT Wo00 Mesa (DP_) >=ANCHOR CAP.„ On �A � Q
MULLION r
ArcnaTypa 3H6'E(coLntrxm 1/rEkDU6rXm 1U16•Eko 3116'ECOUaruem 1/4'EkoUlaacm +Ir SS Eke[6116•Eh:o 1/4.6SEke 110S+ed r12Slee1 012SteN W fV
AnehorCdp Pe1mm• Ueram Agp XWV Uttr.M AgpGaor Serer(W)Serra PM Be-PS) USE THIS FORMULA TO OBTAIN THEANCHOR N
EO]e putane 7 r atrr r atm 3-118• r 2417 r 21m 2• 3-I f 2 446• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN O N
EmoctOmt k 4ar4• lair larr 1+4r z 1-ur +-1M• 1-vr• 1-v4' 1-ur t-vr r tare• tare• rads - ACTUALPRESSURE REQUIREMENT FORTHE � U 29 Q ?�
{Nclnna®S MIn.O.C./(Z)2a8Argk OlDa/(Flg.t 7801a 780na ®01te 15tn1¢9 tessia a4a ms Mft WA T6o ms 74 fte NO Iia 7942 nx E82 e9 eas 85 U30 113% OPENING,WHEN IT IS LOWER THAN THE MULLION LD Q •- z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED 11$ •O�.j
MULLION.IT WILL YIELD A MINIMUM ANCHOR a a
CAPACITY WHICH MAY BE USED TO QUALIFY 8
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE PRODUCT REVISED
•
05 complyyingg with the Florida
Building Cade
NOA-Ho. 17-0630.01
I
Expiration Date 05/26/2021
BY
• TABLE NOTES Mlam Dap ro uet Contro
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �1 258,-1.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
'
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,115
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. L .125 l l 11 I r 1 1 r r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED �` sf N IG
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690,WOOD SHALL BE PRESSURE-TREATED T ��` J. . '•F
..
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BEA MINIMUM OF.125' 1 '�': 1)CENS '•,��
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28'X 2.11'X.125'MULLION
LEAST.125THICK AND A38,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) z*: No,68705
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S.
0 STATEAL
r� .:•IV�U��
s
A.L1�IJNOUR,P.E.
FL P.E.#58705
TABLE15A
MuIllonCapitaftyTalito(lb
Opening Width(f&v%78caIV3paw1M mAcm)of Opening Haight(Ibrhcil6.anfQl;y 6p6rilrg mUDorm)
501n 60 In 70 In Be in 50112 100 m in in
140112 160 InO
Re.1mWW VW11109- RKWqft Tpffe-g. mdanw. Trmtld-n R-b-ow 712F7wa-m _R;6t_.ww =9� J%CbMa$r Kftl*gul� 11WIlq.
Im
3.n"30 Loaning Ld% 17.&B L.%fto wadingLmdriq Lmdria Loading loading Loaning Loading LaminLoadna Laidig
Uodrq
1101-AL ar
Ja
ti
ca
BAY MULL 24 Uj
z
42 1,, 170.0 no 170.0 435 170.0 744 1170.0 473 Me an 170,01 WS 170.0 M 170.0 619 1170.0 1116 170.0 or 170.0 170.0 021 170.0 1480 170.01 621 170.01 1745 170i0 1 621 149.11 1740 170.01 621 cf)
40112 170.0 708 110.0 624 170.01 JIM 1170.0 684 170.0 M 170.0 M 110.0 1133 170,0 601 InO 1275 00.0 On 170.0 1 1417 170.0 680 152.2 1622 170.0 f No 130s I&M 1170.01 680 1.14.21 1572179.0 680 _j
1 �2
IM01 see I MI 478.0 1046 IMO W4 170,0 1195 1701 723 IX0 1345 0&0 747 1542 1"3 17110 735 130.911443 110.0 1 M 117.3 1443 1 170.01 755 1 1
50.6261ry 170.9 747 170.0 50 0281 1443 1-70-OT ix
54 In 170.0 707 170�0 612 170.01 IN 1 170.0 691 fe.0 18 170.0 764 iMD 1278 170.0 Me 100A ISSM3 11CLO- 144.3 1353 170.0 658 1=3 1353 uj c�A
__11_ 170.01 $81 fWA 1353 170.01 661 $02 1 1353 170 0�01 cQ a
UJ
80 in 170.0 us 170.0 701 170.0 1063 1170.0 797 167A 7215 170.0 SM 140.1 12A 170.0 8" 129-9 1218 159.5 036 116.9 1218 ISLI 924 111.4 1218 U6.1 1 913 83.5 121S USA 1 013 73.1 1218 USA j 013 1 m
P 8
83 In 170.0 930 110.0 745 170.0 Ills INA We I%Q 1164 INA 033 MIA 1160 Ifto 1114 1 Ise INO 141.9 see IC&I 1150 134,2 ON 01A 1150 j26.71 1 '4 '
--- 87 75.1 1150 12"1 870 65,7 1 IM 'M2 "o Ru
6801 17D0. 074 170,0 702 1524 1040 163.8 NJ U0.43 1049 U6.9 864 iiC3,1048 133,1, 050 101.6 INS 123.4 Ma OM 1048 1 Me wo 782 1 IN$ 109.41 421 65.3 1040 10021 816 -.177.11.1 10.2+.7. Z 0)
77b 140.8 Me 147.9 7M iJ7.4 8W 128.0 746 100.8 NO 110.01 n4 mo I m -
100A 7&2 No 92.0 1 712 *.4 SW 413.2 1 703 50.7 1 OW M. MS 1 660 44�11 1 We 76.4 Me
Fj-u-7iii_ Z)
781n 119.7 79MMO 12zsA 690 119.8 M 108A 678 65.5 m qt3 663 74's 7� 83.9 1 62 as m 711a 790 71.7 635 49S 1 790 42.8 790 6ZI �8118 37A 1 790 1 fi
SIX 017 1
_j
78 In 110.8 760 116.5 857 023 760 ft.i 644 79.1 760 80.9 en 692 750 77.1 1 6M Irs 760 70.6 612 65.4 760 M7 W5 146.2 7150 59.4 M 39.0 750 56.2 Re 14.6+7 51.6 6" z
z
W In 721 OW 74.4 600 60.1 = Me 491 51-5 50 64-8 1 453 4&t 5M 452 1 473 403 SM 44.4 468 36.1 Me 4Q9 1 462 310• 50 352 452 No
26.8 W3 &13 445 14.5 442 z
98 In 59.4 495 111.1 443 4%5 495 $1.61 435 424 495 44.8 1 427 37.1 495 39,11 1-4i1 33-.OT495 38.1 416 29.7 405 3321 409 24.5 493 2Ll�400 - LU
512
,"'In 47 '39f 42.6 3W 34.0 391 35.9 :T 29.8 !391 31.1 342 28.1 391 27.6 ail -301 .1 133 W 211 r125 17.4 391 19.7 321
- =_ iF._ - W W umi WID
III In 30.4 370 302 33.0 1 5 370 2" Ro :we 26.3 32D 21.4 370 '2.3 315
I
12067 30.4 3V 20,9 201) 25,3 317 260 264 21.7 311 2ZA 2. !19.01 j317�=19A276 leg 317
C,
E P
t44 In V.6 220 17.8 203 0 c) _< I I
1 z
m if- cf)
TABLE 15B An orC9aicItyTabIoQbs) ULA., D. of
StmatrM 2.7k Cwmts 3.5k CM.I FxLtmcmu ANCHOR CAPACITY ADJUSTMENT FORM "01
I FXdcuu PTyvw mtw (DP-)X(_AN -ANCHORCAP._
AnchorCHIpPatberne, P. 114.E,Unm 6111'Ell* 116.Fjo Uttrw� 114'EL.Mo. I14'8$EI10j51IVEI.6jjWSSEIa *10SIgal 'i,CHORM:f)
Am1w TY WIN PRODUCT REVISED
ulmom A26MQ&W I Ut�n AWaGaw Somw ii�(W) ftw(Gs) USE THIS FORMULA TO OBTAIN THS"ANCHOR Bund!
car" with the Florida
Edge Ilatemee(In7 1' 1 Mir 1' 1 2-IM 3-118" 11 1 2-1121 2-1rr 21 3.116* 2' 0.48" 0,54' --W2-r CAPACITY REQUIRED'CORRESPONDING TO AN .."Ap.
Rm 1,V4' I 1-Y4* I-V4" 1 MV r 1-114' 1 I-114* 1-1/4'1 1-19, -11/4' 1-1141 2. 1-3v I-w w1k. ACTUAL PRESSURE REQUIREMENT FOR THE 1.. 17-0630.01
2AA.h-@5'Mh 5_.C_./(2)2.5AnQ; _27M 1_31108 a 42D M. I M ft 1700 W 27G Ib. 280 P. 354 Its 1 740 ma 37a 1>m m Z. men 341 ft -442'Ib. 560 axi OPENING.WHEN IT IS LOWER THAN THE MULLION ExPlratlon Date 0512612021
4A.).M®3S 1190.O.C.1024ftle C6p.1(Fig. : 7801b _I 780 W. 78D 1b. 1 10709. 2525 bs $40 F. bile 1b. WA 1120 ft7a8 ms BBG ma -BF -_ -
IN2 N Na B88IM 11200. CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Andh=0 2.7i'Mm O.C./02%6ArwW apo I u imr�J.11201b-_I VA N I 22401W 22548u wA MU WA I IM Ife WA 1 1022114 JWfl_. totorbi MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY Pt
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE.
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 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTH$180 ALLOWABLE.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHEETS 21-23. .125° ()JAY LYN)V
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30. . ............
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS.
4}SUBSTRATES-CONCRETE SMALL CONFORM TO AC!301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250'
FIGURE 1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED
& YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 606346 AND BE AMINNUM OF.125°
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 PND.046°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT te-
Y
.0 '61Z. 1
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SH 30'BAY 8 1 t1j
ALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION
• THE MATERIAL.010 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 SS.
�ZZL
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS.
II
A.L LLER,P.E.
FL 156705
TABLE 113.0
Mullion Capachy Table sif
Opening Width(for vnitically sparall m<Nana)or0ponlnp Hoight(fcrhaftnto"arlydrg mons) c d
so In so in To in 80 in 901n 1 W N I 120 in 140 in ISO in 3 0
R.bnpder Tr#Tdany. Raalanpdm TwNTdmiy. Reclmt9da TwpIr1-Mm R-Ianrla TMPMHn9• R--hada Ttt{WMV RadavAm TMWTdang. Rectanx1ar Tmprft4 Raetmgft TwoMfIr• Redanotft TraWma. 0
325"46 Loadbg Loadny Lwdno Loading Loaft Lnadra Lcadn9 Loe&n9 Laading Lwdng Laadmy Loadna Lnadbg L-I g Laadn9 Laadny Lcddng loading sy1 c�
DEG.AL x• r r r a r r r p r r r r r r r
SAYMULLfs, C11
v a s..
5� is g g s 5 9 8
ggpp � W
f �c a� � z' f� n` a 5 d` ko d 0,o 8 S co "
42 in 170-01 620 170.0 435 170,0 744 170,0 476 170.0 668 170.0 506 170.0 892 170.01 519 1170.0 111e 170.0 521 170.0 1240 17x0 521 170.0 1486 1 170.0 521 1170.0 1735 170-01 521 150.3 1871 170,01 521 1 rn J y
481n 170,0 706 170,0 524 170.0 650 170.0 684 170.0 992 170.0 WO 170.0 1133 170.0 681 1700 1275 170.0 on 170.0 1417 170.0 69D 163.7 1637 170.0 00 140.3 1637 170.0 680 122.6 1637 1740 680 j 471
509251n 170.0 747 170.0 SO 170.0 696 170.0 831 170.0 1046 171X0 604 170.0 1195 1700 723 1700 1345 170.0 747 170.0 1494 170.0 750 147.1 1552 170.0 758 123,1 1552 170.0 756 110.4 1652 170.0 755 W O
541n 170.0 797 170,0 612. 170A 958 170.0 681170.0 1118 170.0 754 170.0 1275 170.0 803 1740 1434 170.0 937 1552 14% 170.0 658 1293 1455 •170,0 681 1109 1455 170.0 861 97.0 1455 170.0 881 $ M W
601n 170.0 665 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 678 157.1 1309 170.0 944 139.7 1309 170.0 996 t25.7 1309 153.6 891 100.6 1308 157,1 get 69.6 1309 157.1 862 78.6 1309 167.1 932
631n 170.0 930 170.0 745 170,0 1116 170.0 860 1828 1247 170.0 940 1429 1247 164.6 903 120.7 1247 152.01 885 114.01247 144.3 952 95.0 1247 13U 936 814 1247 135.7 935 71.3 1247 135.7 915 � W ZQ
58 In 170.0 074 170.0 709 170.0 1169 170.0 903 146.4 1190 1611 905 129.9 1190 147.9 945 115.4 1190 1365 f 920 103,9 1190 1284 014 85.6 1190 118.5 993 742 1180 110A 893 64.8 1180 118.1 693 CJ
C 72 in 151.6 1010 169.5 877134,71 10101 144.0 859 '1164 1010 127.21 842 101.0 1010 114.7 9211 6e.$ 1010 105.0617 a0.4' 10101 96.9 807 87.3 1010 80,11 795 67.7 1010 97.11 790 50.6 1010 67.7 789
c 761n 137.4 006 143.6 792 114.51 906 1 1220 776 96.1 808 107.1 761 135.9 968 96.2 749 76.3 906 881 738 667 W8 623 729 573 906 74.7 718 49.1 906 71.2 710 429 908 70.Q 700 j Q
7e M 127.1 961 132fi 754 1059 881 1125 736 .�.8 881 88.8 725 79.4 861 68.5 713 70.8 e51 81.0 703 63,8 861 764 684 53.0 881 85.1 681 45./ 861 54,6 675 39.7 861 W,7 872 z FZ�--j Q Q
901n R.7 046 0,5.1 574 63.9 846 771 661 50.1 60 829 654 51.7 648 58.7 645 48,0 848 589 537 41.4 646 47.0 530 34.5 946 419 510 299 848 382 511 25.9 648 36.5 507 l- C m Z
as 682 686 70.1 508 56.8 SM 59.1 409 411.7 565 514 491 426 566 45.8 483 37,9 568 41,4 476 3{.1 568 38.1 470 23.4 666 334 459 24.3 ties 30,6 452 21.3 588 28.1 447 a 0 �q moo
� �
10601 47.9 449 469 405 39.8 449 412 399 342 M9 35.7 303 28.0 M9 31.7 357 26.6 449 259 382 23.9 449 261 377 20,0 449 22,7 388 17.1 My 20.4 381 15,0 449 16.9 358 " to r�
-71-IT M.1 425 45.0 305 38.8 LU 0
Y15 37.9 379 31.5 42§ 326 373 279 425 29.1 367 2A.5 425 292 362 221 425 240 3S6 1fl{ 425 20.7 350 15.6 425 10.8 313 ® N
to
1201n 34.11 364 35.5 331 26.1304 29.0 320 249 381 25.0 321 21.6 364 228 317 18.4 384 20.5 313 17.5 304 10.7 309 O�" U a O O
1K In 20.2 83 20.4 233 18.8 253 17.1 no a e Z f.cl) co
TABLE168 ANCHOR CAPACITY ADJUSTMENT FORMULA: g �
Anchor Capacity Table b6 ANCHOR CAP.,,",,,,, 88 ,m'�
Sub.wo: 27k Cammte 3.5k Cano. Hob.CMU MOW CMU PT Woad Mew (DP,)X( ANCHOR CAP,,,,,
9113 0o vrasEke mte Efao v0,6sEka 5losteal Ylzsreal 6txslee `MULLION CAP." ,, PRODUCT REVISED
Anchor Clip Patterns Anaror7ypm Vlr Ebo LODaom 1/4'Eka Ubeom lMaa 3110Eko Ulmon 1/4•Eko Uftem Agg.Catu M=.n AygwGabr 6mow(GS)L1e 05) S-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Beomplvingwith the Florida
Edyo O9reme 0nk t' 2.17r t• z•trr 3-118' t• 2.112• r 2-trr r 3.1/8' 2 0.49• 0.64• 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN BUIldtng Colo
Embed unt(TO taw• taro' law' taro• z 1-114• 1-1w• t-t/C t-114' 1-v0,• 1.114• r 11w taw• �adae ACTUAL PRESSURE REQUIREMENT FOR THE NOA�4o. 17.0630.01
2Anotaw®5'Min O.C,1 R)245AA0 Olga r(Fq.11 380®s 380 ba 450 Loa 890 kn 17009» 2701 280 too 354 bs 740 on' 37411. 720Ibe 940 lbs 991tb9 4421M 960109 OPENING,WHEN R IS LOWER THAN THE MULLION Explroltorl pate 05126/2021
4Ambma033;MhO.O1(2)2a9AndeC43I(F7g-zk 7800s 7eoba 79ob9 tsroms =bs 540 ms 5601MWq I MOM 7481b5 I a80@7 1892 m9 602169 6551b9 nxolb9 CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Amhow @1Min O.O 1(2)215 Anote Cepa/(p79.31: 1110169 1120109 95e I6a 2248169 2254 au WA 8401 W WA 105916s WA 1320 ba WA 1012 W9 1327 ba 18110 be MULLION.IT WILL YIELD A MINIMUM ANCHOR By
CAPACITY WHICH MAY BE USED TO QUALIFY Miaml-Da ro ue Controt
-• ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
FIGURE 1:
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 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE-
3)
LLOWABLE3 MULLION E DRILLEDI N CLIPS SHAWN ARE NG DIM SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23.
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. ,125" 45° �` `4a ...........Y!(I/�7M/'��ii
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, �`,= VLCENSF'•,
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.2 _*: No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED = ;i• •:
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125" ^•0 .//rL
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45•BAY ••44/4-
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
MUW ��T•, q� p�;4 `
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. ON
��i�s'•.jD•G ORIDP„•'G�C���
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, s/OJ1/���
A.6iNN A)4f` ,P.E.
FL P.E.#58705
1.000- 1.000' r
.125"
.125* 2.7W 2.750" .126, 3.*61 .125" 3.118`
20001 2.000" .125"
2.11I16°a3
126' 12V
z
uj
L .375, 0
T -T -T .-900- co
1'X2'X.125'MULLION 1*X 2X.375*MULLION V X 2-75*X,376'MULUON VX 2.75'X.650*MULLION 1"X3,12,YX.S'MULLION 126"X 3.108"X.265'MULLION 1.26*X 2.11'X.125"MULLION T
1XI63-TOALUM 6083-T6 ALUM, 0083-T6 ALUM 6063-TOALUM 608.1-TO ALUM. 6063-T6 ALUM 6063-T6 ALUM. :3
C)
X-SECTION X-SEc'nON X-SECTION X-SECTION x-sEcnoN X-SECTION X-SECTION LU �I
rc im C) co
w
Z' z
STANDARD CUP 2XS ANGLE CUP TABLE A z z LU
2.000. 8063-T6 ALUM. 2.125" 0063-78 ALUM IDImensionj Value on) For Mullion:
X-SECTION U-rLIP 2L X-SECTION* -- ---F- 10
0063-T6 ALUM, I I A 1.625CEZ
[-.126' X-SECTION 125 B 2.664 < =i - r'
Aluminum C3 X:
--------- c 0.mw Tube Mulflon z z
.125" t D 0.740 z
c: "L go
.740 A 1,125 n Vy z
21 X.3751
5.6w B 2.45j-"X
W
CUT HERETO .376* AlumInurn co
3.1251 5.00v c 0,635 Tube Mullion
MIN. DETAILF.SHEET4
.3759 CREATFF-CURSEF MIN.
I .376'MIN.--i D 0.490
Z
.3W MIN. A 1.876
8 3.000
11 XZ75'"X
I A A I U-CLIP
L- ------J L-------J 6063-T6 ALUM. ---------- .375 Aluminum
2X5ANGLECUP c 0.757
TOPViEW Tube Mullion
t 6063-T6 ALUM. PRODUCT REVISED
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TCPVIEW 1.118 as COMP18%with the Florida
STANDARD CLIP A 1-312 1-X2.75'X Building a
6063-78 ALUM. DASHED BOUNDARY.SEE SHEETS&18 FOR THE NIOA-No. 17-0630.01
CENTER OF ANCHOR HOLE MUST US TOPVIEW CENTER OF ANCHOR ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR B TO-DD ON-
.r I'l 1 11,
Zr
LIE r
HOLE MUST LIE Expiration Date 05/26/2021
WITHIN THE DASHED BOUNDARY,SEE IN THE
.r HOLE DIAMETER:ANCHOR DIAMETER 111(r. Aluminum
SHEETS 15W FOR THE ANCHOR D.C. WITHIN THE DASHED c 0.476
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY,SEE �&-8-36- Tube Mullen By
DIAMETER.,ANCHOR DIAMETER+11101. SHEETS 15�17 FOR THE -1....--�w Product Control
ANCHORO.C. TABLES A 2000
DISTANCE MAXIMUM 1'X3,125"X
.376' ANCHOR HOLE Mull Dimension(sheet#) PGTPartO B Z837 6w Alum
.375" MIN. DIAMETER.,ANCHOR Mullion Std.Clip Offset U IF, An le c 0.853 'Tube Mut
MIN. DIAMETER+1118'. -- -�n-- D 1.137
V X2"X.12&(5) 66606 668113M 666111SM 666243M E$WjlM A 2.625
---- -------/------------i
------ ------------- VX Z'X.375-(6) 666ODS 666114M 6661119M 668244M SM12M B 3.262 1.26'X3.181P
DIAMETER:
X. S*Alum
1'X 2-75-X.376-(7) 66607 666115M 6661120M 666245M 666513M c 0.8182 Tube Mull
1'X2.75*X.658'(8) I 66808 . SWI16M 6661121M 666246M 666514M D 1.762-
1"X3.125'X.500"(0) 1 66637M 16661116M 6661114M 660242M 6WS15M 1.26"X2.1 V X %I A'0ILYNIV4f
A 1.813 .1211 Alum
F3M` 688241M 668516M
------- Tube Mull
I 1.2Z'X2,11".X.125'(18) 69370 WA NIA NIA %S517M No.68705
OFFSET CLIP
6063-T6 ALUM. NOTES:
.12S*
-T
TOFVKW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET,
SIATE Cj# 4
.740 w
2)SEE SHEETS 69,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS ANCHOR O.C.DISTANCE
'I IN`
OC
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A•
FL 8705
-{ 1.000" 1.000• r 1.as2'-jam
74p"
.063 .385" ,125
38""
.438°
1 i
4.000" ,125'STANDARD CLIP
4.0)0" 4.000° o
2.626" 2.1 60B3-T6ALUM. 2.125° 6:4.
.125" X-SECTION III U•Gt.IP 2.p00" 2X6 ANGLE CLIP �
1 I 6083-T6 ALUM. 6063-T8 ALUM.
cq
.128" .125• .125° X-SECTION XSECTION .125' N {.0
.031"
Z LU
,128 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE coZ
376" •155° 375' DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE
-T -T ANCHOR O.C.DISTANCE MAXIMUM ANCHOR It cn
1 1 HOLE DIAMETER:ANCHOR DIAMETER+IA61. ` 1.D o S
1°X4"X.126" }"X4'X.375' 1.X4•X,376' 5.500° W CD
MULLION MULLION 'T"-MULLION 6.Op0' 03 Z tai W
8063-T6 ALUM. 8063•T6 ALUM. 8063 T6 ALUM. CUT HERETO
.376' 3.125'--"-i_CREATE FIX.IP,SEE .375" .376'
X-SECTION XSECTION XSECTION MIN. F DETAILF,SHEET rC. !fl
voAMAYiY 1.594° 1260' ,378" tiZ! m Z
a
!__-----� r-- I CENTEROF r---"---'- ------------ 375"ANCHOR BOLE i .I M �I MUST LIE Wf1'HW • MIN' ° Z
THE DASHED .iBOUNDARY.SEE j >rEF SHEETS 10.172.875' --'^- --- FOR THE F T'"-_----_-_0" ANCHOR O.C. I 3.94' DISTANCE.MAXIMUMLj,I O
3.250" jANCHOR HOLE I.1D6' DIAMETER: -----"- -' J ANCHOR u-----------.624° D1AA3E7'ER+ttt6'. 0.820• 824' rt STANDARD CLIP U.CLIP 6063-T6 ALUM.1250" CENTEF20F ANCHOR HOLE MUST LIE
6003-TO ALUM, 6063-TB ALUM. TOpylEyy
126'X 325'X.10• 126"X3.26"X.624' WITHIN THE DASHED BOUNDARY.SEETOPVIEW PRODUCT REVISED
MULLION MULLION
6006 TB ALttM. 80ST6ALUM. 1 pOS76 ALUM,4" Dime nsian'Uaino' .� C -- as com I In with the Florida
TOFVIEW
SHEETS 10.17 FOR THE ANCHOR O.C. TABLE C,C NT.
MULLION DISTANCE.MA%IMUMANCHOR HOLE P T
DUiMETER ANCHOR DIAMETER+t/}5• (In)For muilion: Dlmenaton Value{in)For Mullion: Ouitd7ag o
XSECTION X-SECTION F 9. 1' 4"% F 1.936 1.25 3.2 NOA-No. 17-0630.01
X-SECTION
G 1000 AV G O.S00 X.824°1.438 AJ=Inum o Expiration Date 0512612021
2.661' Q871" 376" 6.600" H 3.000 Tube Minn it 3.250 Tubo Mulltnn g BU.376" Nuam ade uc Control
1.377' .125 MIN. 0.757 1.375°% 0 1126 1•X.62494"i_.._ _ ; _ H 2430 AluminmH 1.50AluminumIi1 3.00 Tube&"T' 1 3.260 Tube MulBon
F 2250 125X326' F 2.8}3 30.8 Mull.125 ( 1 I 1 i G 0,760 X.100" F 2.875 45'Be Wi.125' 2.260° I I t I 1 ( H 1,500 Atuminum30• t ( i H I I 3250 Tube MuB'on3.250 A5'BAY MI I I i TABLED30'BAYMULLION 8083.78 i i �, -; MullOlmenslon POT Part0803-iBALUM. I %SEC __. ____X-SECTtON _ (sheetp) Mullion Std.Ctlp OtfsetGlip U•Clip An010 Cl1DT1°X4°X,126'(10) 69384 660111M 6661122M 665241M 06B61BM •• "'• ~�
�'I .226'J •126' 6063-TB ALUM. V X4°X,375(11) 66610 666112M 6661123M 886242M 8B881BM "*�
.228" I•�•.981°-� t--.981--4 TOPVIEW - No.6@705
,74D VX4'X,379--r(11) 66683 560112M 6661123M 666242M 666519M a. �.9�/�
NOTES: 126'X326'X.100"(13) 2010Pt0312 W&1127M 6691124M 61=410M 666S115M lam• O//•• p
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.26°X325-X.824"(14) 20161120316 668}128M 665l126M 8682411M 8666118M ���'•, ST TE 0 / •(V��
1.26'X3.94'X.624'0 20162 8861117M 86811261 658241M 6888}7M fr� •%:�LORiD);,.•'\���
2)SEE SHEErS 10,11,13-15,19&20 FOR SUGGESTED,
3)SEE SHEETS 268649
.4 FOROENEF4AL INSTALLATION METHODSPROXIMATEHOLE LOCATIONS. 45 Deb oa 30 Degifee(120) 86850 I WA I WA WA 6665111M rr'�st JOjn jAt111NG11`
o A.LYNN MILLER,P.E.
O FL RE.#58705
TABLE E
Mull Dimension PGT Part# 4
(sheet 0) Mulllonj Std.Clip 0-Cllp Angle Clip I �' •125• --1 l--.125-
2"X0X.25'(16) 86602 666281M 666271M 6685112M .�'� O
2"X6"X.25"(17)j 86604 666262M 668272M 6885113M I STANDARD CLIP I U-CLIP 2X5 ANGLE CUP E�
6W3•TB ALUM. 6D63-T6 ALUM. 606&76 ALUM. o
2.000' X-SECTION 2.125 XSECTION 2.000• XSECTION $ V
NOTES: I N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING LI •125° I •125• 6
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -i p N W
2)SEE SHEETS 1617 FOR SUGGESTED,APPROXIMATE I �.--i,ggp•_...� i
HOLE LOCATIONS. 1.400"--i �I co
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. J
5.500' U jx 8
CUT HERETO F^ 5.000' 375' LU O) o
3.600'�� SEE DEREATAIL F, MIN. R m Z w Ul
2.000° ,375 `C I_SEF DETAIL F, .375 .376' -I O
MIN. r SHEE74 MIN. 3 N Z
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arz
I IL I > J = r
4.000" -I- 3.438' + 3.438" 7 --------I 3 0
.250° 2'X 4"X.26' ; _-_ _ I 3.438'MULLION I I m eo
6063-TO ALUM. j I I I I .375° n ~ Z ••a
- �
%-SECTION I I I I I MIN.
L_ __ _______� ® j 4
�- STANDARD CLQ U-CLIP,8083.76 ALUM, DCS ANGLE CUP ¢ Gc Z O O
CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. CENTER OF ANCHOR HOLE MUST LIE 8083-T8 ALUM. s 0-' !A`n
/SEDOR 2'X4'MUWON.SHEET IB > 6"
,250• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WRHIN THE DASHED BOUNDARY.SEE TOPVIEW a nO
SHEETS 16-17 FORTHE ANCHOR O.C. TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. 0 tbi
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE V o �•�
DIAMETER:ANCHOR DIAMETER+IM6'• WITHIN THE DASHED BOUNDARY.SEE DU METER:ANCHOR DIAMETER i VIS'. PRODUCT REVISED
SHEETS 16-17 FORTHE ANCHOR D.C.
as oompl In with the Florida
DISTANCE MAXIMUM ANCHOR HOLE
5.500' 5.000• BOA-No.uilding o e 17.0630.01
CUTHERETO DIAMETER:ANCHOR DIAMETER+1/15'.
2000' 3.500" CREATEF•CUP,
37.7 375' Expiration Dat 5!2612021
.375' I r_SHEDETAdF, MIN. MIN.
MW SHEET4
.375• 89
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i_____ __ ______ I _ __ _ i_
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I
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6.000" -T'-- I 5.438°
.250° I I I 1l it fill.
5,438' I 6.438• i ; .♦`�aONY•LYNN��°.,
2'XWXIT I I •I I I I F 'C°�
MULLIONj I I I z ••P
6063•T6 ALUM. 375" '*C, N0.58706
XSEOTION I
L---------------------� MIN. -O
------ -- -- ------ -- --
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STANDARD CLIP U-CLIP 2X5AN3LECUP S
.260° �QP i ALUM. USED FOR 2'X B'MULLION,SHE�17 6�TOPVIEwM' IENG♦♦
TOPVIEW A.LI �fIILLE�R,P.E.
FL P.E.#58705
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EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING „
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LOADING OFVERTICAL MULLION LOADING OF VERTICAL MULLION j / / 1 F m C) w
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i HINGED
/ DOOR d 2
SGO Iz i V
I LOADING OF VERTICAL MULLION w 7.(0 O
PW ! U•I i5 Z
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a r' n
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PW 1 Q ?Q HS z N W
PW PW W 'eo mo
I PW � (7 d
PW 0 �
SH/DH SH/DH ~ Q
/ SH/DH 5HIDH I Q O O
4� -LF mNO
4 4 / / SHlDH u — -'I ij 4 PRODUCT REVISED
/ o.eom leng with the Florida
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION / Building Code
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION ; NOA-No. 17.0630.01
PW PW HR Expiration Date 05/2612021
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I
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! LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By
I MULLION Nlle P eProduet Contro
I
-' P HINGED PW I NOTES:
DOOR PIN
j 1)DRAWINGS ARE
RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
PW CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
oo THOSESHOWN.
2)IF THE LOADING TYPE CANNOT ,``���aO��(LY/IJ �%
PW PW NED,USE
RECTANBE GUILARLOADING.PW `�c,��• •L�ENSF''•C���i
1 3)SEE PRODUCTS'APPROVAL FOR
No.58706
ACTUAL ANCHOR LOCATIONS.L
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I •; -
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 '•��
scD �T'• � �
pNAL
LOADING OF VERTICAL LOADING OF HORIZONTAL A.rL/YNMI (bA ,P.E.
MULLION MULLION FL P.E.#68706