HomeMy WebLinkAboutNotice of Acceptance JAN . 7 M3
M!AM 1-DADE
• 5T, tude County, Permitting MMI DA.DE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMDUSTRATION DIVISION T(786)3I5-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) _ www.mtamidade.eov/eoonomv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE.
This NOA is being issued under the applicable rules and regulations governing 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 AHJ(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 wiih 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. 6300^ titled "Impact—Resistant Aluminum Tube Mullions
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, 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
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this; roduct.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, -Florida, and
followed by the expiration date may be displayed in advertising literature. I£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.
'' r¢ NOA No. 17-0630.01
MfAMI-DADE COUNTY
e , Expiration Date: May 26,2021
1 Approval Daie: November 09,2017
Al Ile Copy
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
r
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,i'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 jof. 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 05105111, 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 61h Edition (2017), prepared by manufacturer, dated:.,
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. �Miami-Dade Department of Regulatory and Economic Resources
9
E. MATERIAL CERTIFICATIONS
1. None. j
i
Jorge M.Plasencia,P.E.
Pro uct!Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51h Edition (2014)1 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. i
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021 .
Approval Date: November 09,2017
I -
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{
1 .
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: o
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE3 8 '4
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BED+
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES_....___..1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS._._..._.__-1 ,� o
ELEVATIONS_...... 1 +
FIGURE 1: MULL TO 2X WOOD...__._.__.._.2 u�1
MULTIPLE FOPSNIMOWIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPEAND NUMBER OFANCHORS IS CRITICALTO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLT01X 6 MASONRY_ ._.2 oY 0
MULLIONS / -� ARINSCIIFS T INSIDE HAVE BEEN TESTED AS'FREE-FLOATING•AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTEs... —2
SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4•FROM THE CLIP. MULL TO MASONRY_. ..-..-.3 Cq
A-0,G,H; SECTA MULLTO STEEL STUD__..__,_.3 N
_' SHEETS 2i 3)THE ANCHORAGE METHODS SHOWN HAVE BEHAPE, EN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL--....-....--3 U-
DESIGN PRESSURE MULU ARE CALCULATED TO DEFLECT NO MORE THAN.U780.THE 1/3 STRESS MCRFASE WAS NOT USED ALTFRNATATE CLIPS-..-..--.-4 � O A�� tj
III J���� BAY MULL NSTALLATON___._4 Z W
`�;\ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
1X2%.125 NIULLSPECS___..__5
1X7_75X MULLSPECB__..___6 w J to
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X275 X.376 MULL SPECS..__7
INSTRUCTIONS. t X275 X.-9 0 MU SPECS_..___8 N �e =
/ 1X3.125XSW LAULLSPECS.___9 Z C�S I.-.
URES
SPEC
n�Ru G; /1LI i SEE oETA6S 6MICHORAGEDUFORITHEDE COMMON MULLION, EENLEXAMPLE ON THIS SHEET AND SHEET 4.FOR MULT P TO EILE UNITS CAINE EN9 DER�D 1 X 4 X.126 MULL MULL SPECS.
� j O o Uj
1 X 4 X.375 TUBE MULLSPECS.._11 co W
_ __ 1 ATHRU G; 1X4X.375 T MULL SPECS.__...11 F-
A
SHEETS 24 SHEt:Ts� ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THELOWEST DESIGN 125X3188X 265 MULLSPECS._12
1\ PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 125 X 325 X.100 MULL SPECS.__13 = W
I / OPENING - 1.25 X 325 X.624 MULL SPECS__14 Z Z W zz
veRT. HEIGHT Bj WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUPTO THE NEXTSMESHOWN ON THETABLE(S). 126X3.94X.624 MULLSPECS..._i5 yj O O
MULL FOR 2 X 4 X 25 MULL SPECS-.--.-.-IS w = Z O
LENGTH HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 6RESSING OR STUCCO.WOOD BUCKS BY OTHERS.MUST 2 X 8 X 25 MULL SPECS__17� � � Q Z
SEE DETNLE, 1.28X2.11 X.126 MULL SPECS_.18 W Uj .�-- .:
SHEET a BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 30•X 326 SAY MULL SPECS_._..19 o F-
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 46•X 325 SAY MULL SPECS_._20 z W Q
REACTIONS. MUWON6CLIPDIMENSIONS__.21-23 �
EXAMPLES 1 82__._..._—.._.za a F- Z si 60'o
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS LOADING EXAMPLES._._..___._.25 In o
PRODUCTS MAY UJ
BE OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ® Z Y-
MusT BE CODE,AND ARE APPROVED FORIMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH
/ i I MANUFACNREO PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. = V W Q 3
BY PGT. Q I O
_•- 10)MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ 4.$ Z m0 sQ
0 a €a mip
�sEE DETAILS 8-a
HORIZONTAL A4),G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THESPAN AND OPENING O S yr o
MULL SHEETS 24 WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED
LENGTH as HORIZONTAL Building CodoVllth the Fbrlda
MULL INSTRUCTIONS: NOA-Mo. 17.0630.01
LENGTH
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFTi)FOR THE OPENING USING THE ASCE•7 STANDARD. EXPirotion Dote 0 512 6/2 0 21
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: - '
By
F---OPEMNGWDTH�
1---HORV MUULLENGTH—{ 2)CHOOSE A MULLION DEPTH
TYPE THAT WILL FIT THE DTH OF THE FENESTRATION PRODUCT WF d
S FRAME DEPTH. Mmo Product Control
LENGTH r I __ �, 3)REFER•TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR OR'TWANGULARnTWEZOIDW.
oPEHING 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY MSIM FROM TABLES to THROUGH16A,ON SHEETS S THROUGH 20 RESPECTIVELY,USING - - -_
Ht]GHrM=Tl
THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING W THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENING MULL �' f' HF� ' VERT. MULIJ N CAPACITY(LBSIFT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT-)FOR THE OPENING OBTAINED IN
LENGTH MULL / L STEP 1).L I 6)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITYREQUIRED(LBS).THISVALUE
_. REPRESENTS THE WIND LOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY.
` Y LYN& 7rriSINGLEMULLION SINGLE MUWON "FCAL MULL I(� -- Bp FROM THE ANGHOR•CAPAC11"MBS)TABLE-ON THE SAME SHEET A..ND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� 0�1 ,, M i�
�FORVER G WIDT LL" CAPACITY S MET.��CHOR-CLIP.PATTERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN-AND THAT THE REQUIRED ANCHOR- -- -- --``��Y`;• �C�,js�•.�(�g%p _
?:
MULTIPLE MULLIONS
SEE CORRESPONDING DETAILS No.58705
� 7)IF THE MULLION CAPACTY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(lJBS/FT')FOR THE ='>k;•
FROM FIGURE 1 ABOVE OPENING,YOU MAY USETHE-ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS -_
CODESlSTANDARDS USED: VALUE A LOWER ANCHOR CAPACITYOPTION MAYBE SELECTED FORTHE SAME SUBSTRATE
•2017 FLORIDA BUILDING CODE C),6TF1 EDITION %p0••'. ATE O
•2014 FLORIDA BUILDING CODE�C),STH EDITION B)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION
•ANSI/AFBPA NDS-2016 FOR WOOD CONSTRUCTION CAPACITY ILBSIFT9 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i `S'•.AI ORIOP•.•'C-0
.ALUMINUM DESIGN MANUAL ADM-2016 PRODUCT ASSEMBLY. r�i lZ�[��ONAL,�?`��
•AISI S100-12 A LYNF1A/ILWI�O.E.
•RISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. FL P.E.#68705
DETAILA: DETAILB: MULLION ^
MULLION TO 2X WOOD BUCK N UON MULLION ATTACHED TO 1X eucKsrRIP vas eCHOR oY i4
OR WOOD FRAMING WOOD BUCK AND MASONRY nrrncMENr SEE SEE TABLES+B+3B d
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS. LO
cla
SEE NOTE 1.
MULLION i SHEET t. �QI HN
I SE£&IEETS c I° •.. .� ..' 1yWy J =
ERHERTHE I I I I, ZLOCARONS ° d °I I I ,I CONCRETE OR LMU'••'�.••, �p SEESEE TABLES y Q U1
STANDARDO
OFFSET MULL a EDGE e Q EDGE DISTANCE iB-13B
CLIP MAY BE DISTANCE FORMASONRY , W Q O F-
I FORWOW c I I ANCHORS U) M Tn
INSTALLED
METTHHOD,D, n < SCHEWs �60•MA7(FOR - ..4. , I I I SIDE VIEW F Z m a
w
d MULLIONS N9
STANDARD RD RTHE
.U Q
z D Uo m
° .. ° OFFSET MULL ? 0= e U
:2 .da CLIP MAY BEs0
INSTALLEn e EXTERIOR TwsMETHDoo co8 z
EDGE 4r-
. ° 06TANCE p
d _ FOR Z Z Z Q W
a ° IA/SONRY n m Q O Z
,✓) .c THE OFFSET CUP IS ANCHORS F F d o7 ;
j RECCQilMEaz FOR N g MO b�
EXTERIOR °d FlNFRAMED y J _
WINDOWS,BUf MWY N U) Q Y
ALBO BE USED FOR 9 ® V Z Q O
OTHER FRAIIF'fYPES.
O
a$_ Z W
aso � 0
TYP.ANCHOR PERSLJTYP.ANCHOR
TYP.ANCHOR PER SUBSTRATE, SEE TABBLE91e•138
PER SUBSTRATE. SEE TABLES IB•1Ba PRODUCT REVISED ,
SEE TABLES+B•teB EDOMD Bl1CICSTRIP as eomplying with th*Florida
DISTANCE AND BYllding Code
-At SEE TABLES ATTACHMENT rioa-No. 17.0630.01
EMBE� BUCKSTRIP 1B-138 T °,'••y: .•.y'„ :�•',r. .. BYOTHERB,
AND EMBEDMENT' •`• SEE NOTE I, Expiration Gate 05/26/2021
ATTACHMENT J ��.,.�.r ���•� SHEET I.
y BY OTHERS.
SEE NOTE I.
SHEET 1. ., •, .•, .' .'�+ Mlylml a roduet Control
MIN 27 KSI CONCRETE OR CLN ,
SIDE VIEW — FRONT VIEW
FRONT VIEW {
INSTALLATION NOTES: )
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
-� �2)QUANTITY OF'ANCHORS ANUMULLION S17E SHOWN ABOVE FOR PICTORIAL RFPRFSENTATION _• _ _ -�_ N�/(��i
`��`�ypN•..... '
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE - -- — - - --- --- - - - -- -- - •-�,ICEN3�c•y_(����__ __
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETABLES ON THE • '•.F
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CUP MAYBE USED. _ No..587-�
FA FA -,-*
3)ANCHOR HEAD TYPE MAYBE PANHD,HEXHD OR FLATHEAD.3.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET S AT;E OF
5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAM1-DARE COUNTYAPPROVED ��(C� :cLOR1OP,:
'co, {{�
ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. - ��Y�;70/YAV-
E?``�
A.LQI MJLL�ER,P.E.
FL P.E.#58705
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DETAIL E: �
R 125mNIX MULLION TO MULLION _
DETAILC: INTERSECTION NOTES.
MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP)
MASONRY STRUCTURE 1)MAY BE INSTALLED 'TEF SS'OR`CRO = O
(STANDARD CLIP SHOWN) INTERSECTIONS. 8�
vm IES
2)MAY BE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY. N
i
I rn N UBSTRRA7E, j 3)SEE U-CLIP DRAWINGS,SHEETS 21-23
STANDARD R I sr�TABLES I8-13B FOR CORRESPONDING MULLION. M ryj
OFFSET MULL I jCLIPMAYBE • ., TOP VIEW Z W
INSTALLED BY II I I EDGE DISTANCE MULLHIN w 7
1 FOR MASONRY VANESto
- -h�----1 B '�
THIS METHOD M
I I'�a ANCHORS � 9123TEEL SCREWS,
I I II^I SELFDRIWNG OR PRE-DRILL
g
MU.DON AND USE 9M9 L7 LU O (�
° /\\ 7 co W
' . MULLION f Z
EXTERIOR °` ° ° Q QQ
A THE OFFSETCLIP IS
OR DMASONCE a RECOMMEMEDFCR / ? ' $B(�
RY
ANCHDRa WINDFN-FOWS,
LINTERSECTION IU ': d' mO
WINDOWS,8E MAY LLCLIP .=.t F ¢Z '
ALSO BE US®FOR !llttty
g• OTHER FRAn¢TYPEs. EXTERIOR N Q to r F
SUBSTATE, ° .Q CHOR Q Z.0 I
/ SEE TABLES IB•13s TYP.ANCHOR SEESOLELOCATIONS a � F-'® �0�0 1
BUCICSTRIP PER SUBSTRATE, HOLE LOCATIONS
AND &EE rABLE9 to-13a FRONT VIEW EDGE ®
ATTACNMENT DISTANCE
BY OTHERS, SEE TABLES
EMBEOMGN7'•, _ SEENOTE I, .�'. y 1&13B S C..1 Z _Q 0 0
EDGE a L Z mO DISTANCE S,O
• sEETABLES SIDE VIEW u
MIN 27 KS CONCRETE OR CMU MIN Z7 KSI CONCRETE OR CMU 16•1313
FRONT VIEW SIDE VIEW DETAIL 0: PRODUCT REVISED
MULLION ATTACHED TO, as comp in with the Florida
S71 EL STUD Building o
(STANDARD SHOWN)( ►toA No 17-0630.Oi
STRUG Expiration Date 05/26/2021
INSTALLATION NOTES. -
T1P.ANCHOR13Y
1)ANCHOR EMBEDMENT 70&45E MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. eC00-.
PERSUBSTRATE. Mtaml-D a Product ControlSEE TABLES 1B-13S
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE F.OR PICTORIAL REPRESENTATION SEE SHEETSONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE _ - - -- - 21-23FORCORRECT QUAIMTYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHERTHE STANDARD OR OFFSET CLIP MAY BE USED. LOCATIOI•S
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD• `4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THLS SHEET,--5}FOR MASONRXAPPLICATIONS.IN MUIMI-DARECOUNTY,USEONLY MIAMI-DADECOUNTYAPPROVEO - EDc� �y--- e..-_ ___�"_" _-r`--- DISTANCE ELCOULTRACONORELCO1/4'S.S.AGGREGATORMASONRYANCHORS. --` - STrELSTUDSTHINNERTHAN-- - --- •--- ---__sEE7ABLEs___._.� �� ao ...LYNF�zFRONTVIEWANDCOMPLIANTWTRLTHEFLBUILONG IB-13Be A 2X WOOD BACKER MUST USED.
ATTACNMENr BY OTHERS. .P
EXTERIOR USE YMODANWOR SPECS SIDE VIEW. _* NO•58705 _
NOTES:
1)FOR 2X WOO"ACKED STEEL STUDS,WOOD ' .
:•d,�, TATE F
' ANCHOR VALUES MAYBE USED. p
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2)SEE CORRESPONDING MULLION TABLES, �/A SRO N `�
SHEETS 5-20,FOR QUANTITY OF SCREWS.
FL P. 58705
eg§ a a
DETAIL F: DETAIL.G: DETAIL H: F
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CUP) o
' oY 6i
SEE DETAILS A-0, 3W OR 44r ^ LL
SHEETS 2 AND 3 FOR 114STALLAT10N BAY MULL
TO SPECIFIC SUBSTRATES,
C4
MUWON ( S U -
DO -9 W
O O z W
O O 2
O O O O O O co
O O 0
TOP VIEW ir 4 2
SIDE VIEW IN co F-
U
sHOWNWRH1aX4•X.126'. I TOP VIEW - Do z w
MULLION I I I F- Z C7
O z
.EXTERIOR I i i PEFR•9UBS RATE, 7 CHOR U m QT
b i i SEE TABLES I68 OR 168 Z 5
I TYP,ANCHDR 1 I 5 Q !
. 1 II I v- -
STANDARD PERSUSSTRATE EXTERIOR F-j
MODIFIEDTALIONC SEETABLE515-14B � Q Z
CONDITIONSOFl 2XG ANGLE Z Q
I I 2PFR WWION END, �
1
MUST U Q Z N `
I I I I I INSTALLED INSIDE OF BAY NULL. in F•-91 Oj10 {
I �NuI.LnN I I y J O a
\ \\ I II I I LLI Y
Q� II I 2-XS-X.12S F. in T/) L•A
I I ANGLE CLIP, (J Z Q -�9:
I I 2 PER MULUCN BID, Z O O
MUST BE INSTALLED D- y; Tn
I I 1 INSIDE OF MULL $
r I o•� �
1
PRODUCT REVISED
",.,_TYP.ANCHOR as compiying with the Florida
PER SUBSTRATE. Building Cod•
SEE TABLES IB.1ZB - INTO WOOD, HOA-No. 17-0630.01
STEEL.ALUM Expiration Date 05/26/2021
INTO WOOD,STEEL, STANDARD CLw TO BE EXTERIOR - OR MASONRY pLTOR ..
PLUM,CMU OR MASONRY MODIFIED IN-FIELD. ` BY I
Mlaml-D Product Central i
_ EXrERICR �CE ®_ yE
® I ®® INTO WOOD.STEEL.® 1 1
ALUM.CMU OR MASONRY O
EDGE
DISTANCE
PER Z
ANCHOR
EDGE
`` l I I 1 //
`DISTANCE-' - `---'�� -� --` _ _ LYN /'i
-- - — --- -- NOTES FOR INSTALLATION OPTION G 8 H: ��N a�NY„ N
G PERANCHOR
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS P. I- No.58705 r
2)DETAIL G:SEE TABLES 18-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE i _* -
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X 2.11-X.125 MULLION. LOCATIONS. - *_
p
2)SEETABLES 10-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET22 FOR HOLE cl
0
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ® ,f
� .�EEN��'�`.
a A.L{'�NIMILLt1[,P.E.
FL P.E.#58705
TABLE 1A n
® �
Muillon Capacity Table F5
Oponing Width(for uerficaIysperrirg mdIorm)or Opening Height(forhodmrdaby sparttirg MAonc) <
601n 90 01 70 m 50 in BO In IN in 12g N 140 In ISO h o
Recwiguhr TepRduq. Pmm�gular TmplTdan4 Fteormprtlnr Tmplllfong. Fiea13n9+tnr llapin6a+& Ratm48/m Tt�ITdnng R tanpdm ToPNIW4 t7Dd-Wtm TmpRdmp• Pxdaegider TnplTilmB. NeclmrPlNr 7FapT08r1g. -
17r27[.125 .Laad00 L®dng Loadng Loming Londm Loafing lowing Loading Laednp Loadtl9 Loadklg Laodng Loedn9 Laadng Lmdn9 loadhg Lowing Landng oY c�
Allun.Tube p n .F & g„ iv' F �' £ t•^ '. Z. �'' R P s z @ ,.. a.. ., �a..
Mullion CIA
LU
IN LU
42N 111.9 408 129.5 332 $32 408 116.6 =5 79.0 405 107.8 321 69.2 408 i014 319 6Z7 400 104.0 319 55.9 405 104,0 319 46.6 408 104.0 319 39.9 408 f0{.0 318 7i0 408 104.0 318
/8 in 74.0 312 83.6 258 524 312 73.4 252 53.5 312 07.0 248 469 312 tf32 248 41.6 312 61.3 244 37.6 312 a1.0 24{ 312 .312 61.0 244 20.8 312 61.0 244 23.4 312 61.0 244 N
S
SO.fimIn 533 281 70.8 274 M.2 281 61.5 22B 45.6 281 55.7 224 98A 281 821 222 35.5 281 60.1 220 31.9 281 4a3 210 2E41 281 423 219 22.5 281 49.3 210 20.0 251 49.3 21D xU, W C I--.
S 641n 32A 241 57.5 207 43.9 247 49.8 2112 37.0 247 A4.a 199 3Z9 247 CA 196 29.2 247 aa,4 194 26.3 247 364 193 21.9 247 38.1 IM 18.8 247 38.1 1W fe.4 247 3di 183 K CO M N
W
60 In 38.4 200 41.2 170 3ZO 200 36.4 160 VA 200 31.5 IM 24.0 200 2Q0 160 2fA 200 ZI.1 158 18Z 200 2i8 157 18.0 200 2i0 169
631n 311 jai 35.3 155 27.a jai 30.3 152 23.7 181 28.9 149 20.7 181 24.5 146 18.1 1e1 22.8 144 18.6 181 ]1.7 143 z Z N m S
m 661n 28.a 106 30.0 142 24.0 165 25.1 IN 20.6 165 23.1 136 18.0 165 21.0 134 V1 U �U
LLI
721n 222 139 23.3 17A 18.5 139 18.8 110 1iB lag 17.6 116 W IL EO
na 785 12s 1A7 109 1i7 125 ti8 fOF mZ
N J rq
7 ¢ J A
p J
lOk 17.8 11B 18Z 101 z Z Z N
TABLE IB ANCHORCAPACffYADJUSTMENT FORMULA: n G
Anchor Capacity Table ANCHOR CAP.,o,,,,,` - 11 y o
Subnt,ft 2.7k Comma 3.5k Coro. H.I.CAAU HIM a4U PT WoadI
l (DP•)X( 1=ANCHOR CAP.m � (n
MULLION
v18'M. 11C SS Ebo vte•Elea fAt'S9 M. HO 6teN 612 Steeed N LU x
AncnreTypn: vt5•Eko UlOacm t/4•eoo tAbman ult�on v1e•ao Uhmon 1N'Eko UtrOoon AgpmOatm utmoan AppmCatm aomw(G5)Sw+L0lc5l USE THIS FORMULA TO OBTAIN THE'ANCHOR g F (V N
Anchor Clip Patterns CAPACITY REQUIRED'CORRESPONDING TO AN
Edgnotatnnoe{o4 1' 21rY 1' 2-me 3-1/8• 1' 2-1/2' T 2-12' Y 3.118' r 0.4e' 0.51• ' U x ¢ 0
Embedmed 7 I3vr van• tan• taf4• r I-Ife 1.1/v 1-im I.Im, 1-1/4• 1-1/4• r lave- iam' a ACTUAL PRESSURE REQUIREMENT FOR THE c0 4 O O
2 AncMn®4.7S Mh O.G.I Sandwd sat alp(Fg.1): 3801b3 390 ma 450 0n 89O ma 1044 Mu 270 mn 290 ma 354 ge 740mo 374 lbe W41be 946 ma 341 t. N213ss OPENING,WHEN FT IS LOWER THAN THE MULLION a � Z m 0 9
4 ApcMm®1.1T MIn_O.G f 91arWerd(m OBseO CYp(Fm.2): 480Ib3 70D 2A WA WA WA NIA 380 rbs WA NIA WA WA WA 682 ms Mg. be CAPACITY(FROM THE TABLET OF THE SELECTED 0 �v €€D_
4AroMm 40 r Mrt O.C.Ind 2a5 Angle lips 7 fSg.3Y Teo m3 780 m 680 9a 15e0 ms 1e99 m3 HO Me 560 m3 wa 760 me 748 m3 880Im 1882 ms 682 ra 6851sme MULLION.IT WILL YIELD A MINIMUM ANCHOR U '$ E-a mom a•
2 Arotmm Q OAS'Nh O.C.I U-C*M.125-ANm.ft.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WAm CAPACITY WHICH MAY BE USED TO Ql1AIJFY �
1Amtmr/FLtp(Bg.SX 183 me 105 me 225 ma M51W 'a2z me 135 me 140lb3 177 m3 370 13 167It. 312IW 473 m3 /7o mo 2211bne ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2Amtwm®1.15•Min.O.CJ FLOP(FlO.9): 240 me 3500w WA WA WA WA 190 ms WA WA NIA WA WA 341 ma 442 meM ANCHOR CAPACITY TABLE as complying with the Florida
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. .. DuIlding node
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
11,111amr-0p Product Contro
,.. 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, -•j 1.000•
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE Ir
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEESHEETS 21-23.
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2ODO' ` 1 1 '
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;• N
4)SUBSTRATES:CONCRETESHALL'CONPORM TO•ACI 30YSPECIFICATIONS:HOLLOW AND GROUT-F.)LLID- a�N•""ANGLE CLIP MUST BE 115FD IN PAIRS. -
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -
FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I
(� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT V X 2'X.125'MULUON _*; No.58705 =
I� LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 910 6#12 ANCHORS INTO WOOD MAY BE STEEL.16r8 S.S.OR 410 SS. ��1. V/ �� I �
�O�•.• STATE F (V4&
101VAL EN���•
A.& NWIII EkP.E.
FL P.E.#587G5
TABLE 2A
Mulimn Capacity Table a 3
Opening Width(forvadkmlyyaparadrlg mulfions)orOPenm9 Height(for hori2xb"panring mMlons)
50 in 60 in 701n 80 In 901n 100 F 1201n 140 In 1601n p
Rectenpulu Treprrdag. Reduguler TraWrdug. Reat Rectargdu TmpITrL'tfg. RedanylBt milder Tmprrrtag. T18{YfOug ft tapd. Trbplydarq. Recdngdw TrepRdag. Rtcfarydu Tr prrla¢ Redagula TnpRltenB.
1 i2a.375 Loedlrg LoaArd lmtllip IaMIrg Lealhg Lpedirg Loedbe LmMrg Mona LAN Ltadrg Lcadle Lc3drg Loadrg lmdng LaadDV L-fry Lwmtp pL
m ��'•
ATutube k. y gp r r �• y y r a pgr r Aga y �• p r a r '
Mulllon a g d� a o. � B �' d � t7�• a 6 91 � �� 24 8 BIn
in
LU
s s sL? �
LU
4in 1713.0 SM M.0 435 151.3 6IR 17M0 47B 129.7 662 17&D MG 113.5 SM 18&S 518 IM9 082 16&9 517 900 SIR 16&9 1 51712-
Id.362 186.9 517 Sl9 662 ts&a 5T7 5&7 SM i6&9 517 0
48N 121.6 b(r7 13&0 419 101.4 607 118.2 410 a49 SD7 10&7 403 7&0 SW 1<26 398 W.11 607 89.5 397 BDa 5Q/ 99.0 39807 88.0 396 434 S07 89.0 396 3&0 5W 89.0 396 = �
Gamin 10&7 4m 1146 379 a&4 4® 8&9 371 74.t 450 WS 364 64.8 456 B&O 3W S78 466 '81.3 357 eta 468 Ban 3W6 6A0 356 37.0 458 8&0 SW 324 46B 0&0 356 -a = I
541n 0&4 400 823 336 71.2 400 80.9 328 81.0 400 7Z7 322 53.4 400 67.3 318 47.5 40D 64.0 315 427 4W 623 314 61.5 31a 3A5 400 a1.B 313 29.7 400 61.8 313 O LD ~ f
7 W
W h S23 =4 S9,9 2M 51.9 W4 57.5 2M 44.6 Sal 61.2 254 3&8 324 4a8 26D 34.6 324 4&9 251 31.1 324 420 25524 40.5 253 271 324 4&S 7S3 19.5 324 4&5 253 -{ I- 4p 0
a63 h 63.0 294 67A 252 µ.0 294 492 248 3&4 234 43.6I 247. 73.8 291 3SB 237 2&B 284 37.1 234 2&8 284 312 2329468In 4&9 268 49.8 230 M0 268 424 227 3&4 268 37.5 221 29.2 2M 341 218 28.0 25a 31.0 215 23.4 256 29.5 212W 2&0 210 1&7 268 21.7 209 14.8 258 27.7 209 Z 72In 36.0 225 37.9 196 30.0 226 32.2 181 2&7 225 2&4 188 22.5 225 25.8 186 20.0 225 23.5' 102 1&D 225 221 18025 20.3 177 12.9 226 19.6 176 11.3 225 19.6 176 W W 1y Q7Bh 3&6 202 320 7T7 219 2V2 27.2 173 21.8 202 9.B 170 tA2 202 2L5 1a! 1T.0 202 19.7 185 1&3 2M 1&4"' 16302 18.7 iB0 10S 202 119 159 A6 ?@ 1&5 156 J7a In 2a.3 1P1 2&0 168 23.6 192 25,1 165 2D2 182 -e 182 17.7 1@ 117 IN 1ST 192 1&1 167 ,14.2 192 1a8 15592 15.2 152 10.1 192 14.4 150 9.8 182 142 150 j Q -1
BDM 13.5 144 19.0 IM 114 fµ 18.1 128 Z Q 07
WIn 162 1127 1&8 713 FF Z co
O� H ..per
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: TD c!
AncherCam Tableabs) LU
s osodd 27t cwenue 3.5k Dora. Hallow cMu FBhei cnn PT Wood Me�i (ppm)X/ANCHOR CAP. ,`_ANCHOR CAP.,� � X Y
S/iB'Ow -e5 0-Y16'EIw I11'W Eb4 MIS 912 Sixl 012 fiord \MULLION ,,/ c f. x
Anohalype; 3/1B"t7co 18tr4con 1/4'pco Iltreom 3/15'Eko lReron 1!d'04o Ullmom (9 U N Q U 0
Anchor Clip pat89me I!ffiao0n A8OeG51a' IMtraoon AgeeOatoT 6erew(cs)5erew(Gs) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR L0 O O
¢
Edge Dmtance 0. 1' 2-11r 1 .r 1 2-1? 3-110' 1' 1 2-trr 1• 1 2-10 2' 3-ve• 2' 0.4a 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN � O-�� ZjO �
Emlcdmem(nk 1a/4' ta14• I've 1a/4' 2• t-IW 1-114• t-11r 1-1/4' t-im 1-1/4'. 2 1.316• lava• term, ACTUAL PRESSURE REQUIREMENT FOR THE
a , �4
2 Mnh-C4.75'MIn.O.C./Statldbm tr Oa-t dip lAe.tk 300 IN 390 IN 6501m &90 m1 16/1Im 270 @e 2B0Oa 350W 7405a 3741m BB41m .946 on Sit lm 442 m5 76016s OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnohaB 0 1.15-MIn.O.C.I St.Old I.OF-I)UIp(F19.2k 4e015e 700 Ibs WA WA WA WA 380 ma WA NIA WA NA WA 882 me aas u 1 TA Im CAPACITY(FROM THE TABLE)OF THE SELECTED C
4 Anchons C Y Mh 0.0.I M 20 Arse raw I(Fq.3k TMlbs 78011,3 680Ee imom. 1896b s468x 5m It. WA 7Wb. 7481m es5 a,s 0112 M. 102 mr eas lbe 11m Im MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
2 A-h-®M45•Wm O.C.I LLOIp,hm.125'ADNm.(Fig.4k WA WA WA WA WA Wq WA WA NIA WA WA WA WA WA 7151m CAPACITY WHICH MAY BE USED TO QUALIFY 25 compiving with the Florida
1 Anchor/F421p(Fle.Sk 7851m 185 We ZD be µ5 to 822114 t35 ma 740 ho 177Im ]704it 10716a 3321b6 470 ns 170 IW 221 Im 2801he. ADDITIONAL AN OPTIONS FROM THE Bullding Code
2 Arahors 01.IV MI&O.C./F-00(Fig.ek 240Iba 370 Nc WA WA WA WA 1801d WA NIA WA WA WA 3411m µ21m 380 Ms ANCHOR CAPACITY TABLE N074No. 17-0630.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - P-xplratlen bete 05/26/2021
• By
Mlam ae ro 14ct Gontre
FIGURE 1:" - - -- "-FIGURE2• --_ - -- - --TABLE..NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. -
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'I 1.000- �-•
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3: -
3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. tt11 ///
HOLES TO BE DRILLED r IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000•
- - - - _- �� - �- - • oN ..... o
-FIGURES SHOW.SUGGESTED,.AP.FROXIMATEHOLE LOCATIONS. %CENSF.Mj��
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC.1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED aSCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � =�.: No.58705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL • .375"B(6063-T5 AND BE A MINIMUM OF.12S 1 X z'% MULLION
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL.STEEL TO BEAT '
LEAST.125•THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �(JZ:•(y`
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 B.S. i . AT
"'771S10NAL
. A LYN I M�L LER,P.E.
FL P.E.#58705
1
I
- I
TABLE 3A
Munson capacity Tablo Ibsne A
Opening wWth'(for 4erdce4y-spanni, lnt40om)or.Opening Height(for hortzon y-epatytng mtdions)
aQ
50N so In 70 In 901n t00n 120In 140In 180ti
1 x 27a x Reaen�la uepraap. Reatariplor ThIpr7dmtp. Reciargula 7.rp'mea faamn9lJn, nayrNs p.. :r B+w 7aap'mere. .RaiYa+pdo 7a(J'(r,pt. Ac4-eemr zz ,7FL.Ae g. )a. dor TmpRderp. 7m;-ptlb 71oX7- S a rc
Laodnp lnadtg Loedne Wamip IDndn9 Leadtp lmdnp Laodtg 'twdu® L°adnD; Lcadn9 .LoodnH 1 0 Loadnp Lnad-9 Lmdre tnodnB Imdn9 oY`-
.375 Alum �• ¢'
Tube711
to
s€ P s a s s€ § L p g s& t8 c3
¢¢ Z W IM
421n 170.D 820 170.0 435 170.0 744 1170.01 47B 17OD 888 17110 SOB 170.0 992 170.0 519 Q. 1118 170.0 921 17o0 1241) 170,0 62t 1-1 IM 171, 521 127.E 1111 1-0 521 1114 1301 170.0 821
40N 70.0 70e Z70.0 5M 170.0 a30 170,0 50{ 170d 092 170.0 630 170.0 1i33 17D.0-se1 151.9 "1139 770.0 877 136.a 1139 170.0 880 17cn
18 1179 1708689 973 1178 170.0 680 BSA 1139 170.0 B80
50,8291n 170,0 747 170.0 563 170,0 ON 170.0 631 167,a ion 170.0 W4 146.8 1032 IM.0 723 130.5 10.7E 170.0 T47 117.4 I= 170.0 7% 97.9 IOU 170.0 ise 83.g 1m2 170.0 756 73.4 I= 17RO 756 Z
2T5 w C3 O i
b41n 170.0 79/ 1T0.a 612 te1.3 907 170.0 f191 1362 9W 164.7 73D 120.9 907 tR8 720 107.5 BW 146.0 714 98.5 1107 tat-1 710 e0.0 907 140.0 T08 89.1 ri07 140.0 7ae fi0.6 1107 14n0 709 m N
BON 141.1 735 151.5 626 If7.6 735 1303 Oil .IOU 736 116.0 699 8U 735 106.2 590 78-4 736 99.5 sal 70.5 735 95.1' 578 598 Ti5 91.e S7/ SOA 735 B13 674 44.i 736 913 574 81 �
67N 121.9 688 U0.0 570 101.8 669 1113 657 a7,0 666 98.9 817 7e2 666 9a1 53e 67.7 686 e3.8 a31 60.9 665 78.5' 52B 50.0 668 75.p 821 43.5 6% 75.6 em 36.1 608 75A mi U j Q f. ee In 706.0 6D7 1121 571 e8.7 B07 06.7 S11 75,7 807 15.0 501 �2 807 77.1 423 58.9 507 71.5 486 53.0 607 67.a 4a1 {a3 807 a3./ /7a 37.9 607 Q.7 q4 33.1 BW 827 474 Z Z DW.. �' V
c
TtN etb 510 85a 4/3 e8.0 570 730 134 583 10 69.3 420 S1.0 510 57B 410 46A 5}0 33.7 {i3 408 af0 80.0 �m 34,0 5f0 IS.B aD2 Zo3 3f0 f1.{ 3BB 25.6 af0 4 39B W (n 0
N N SR4 45a 725 400 57.0 45a 61.7 392 19.8 459 51.1 988 {3.4 459 468 71a 3e8 450 14B 373 3f.7 458 41.8 we 2ae 45a 37.7 362 24.8 455 36.0 35J9 21.7 47a 37.1 3� _ „'lj m cc Z
78N B{2 43a 07.0 >81 93.5 435 5&B 373 40.E 430 498 3B9 40.1 4;14 4k7 380 7S7 435 40,9 305 321 {35 3fl1 351 26A 435 31.4 3µ 228 435 926 Mt 20.1 QS 322 340 0 � 5
H z 90N 41.5 327 43.1 290 34.8 327 36.4 285 29,9 327 3t.5 200 2b1 327 263 275 232 327 9.7 27t 20.8 >v 23.7 289 17.4 327 21.0 252 14.9 =7 19.3 25e
96 N 344 287 36A 257 28.7 237 29.8 252 2le 7a7 2a0 249 21.8 gal 211 2{4 19.1 281 20.8 240 172 287 19.3 737 UA 207 ifi9 2a a Xoo
108 N Z{2 2Z7 24.7 209 201 227 20.8 �1 17.9 227 iB.D 198 i5.1 1B.0 195 �
N n
•1,1 N 223 215 22.7 194 Is,e 2t9 79.1 181 158 2t5 10.8 taa _ ® to
to Y_
120 in 17.8 11N V.. IB7
(~j x ¢ ?i
TABLE 3B - ANCHOR CAPACITY ADJUSTMENT FORMULA: Q e Z
Anchor Ca c Table ibs )� D-.�
Se0s0ata 27t CasMe 3.5s(nno. fUlfav CMU ANCHOR CAP.,,m,,: a
FmedcMu PT wood Amtaf -(DF�)X( )=ANCHORCAP.m O $�
fJ1B`E1eo 1/4'SS Eko 5116•M. t/4•Ss FJro n0 Stetl 012 Steel O12 Sted MULLION CAP• o.. O 5-�Ar�ctpr rype: 3/t6'Eko 120econ t/a•Eko 11Macon &i6'Elco 19troeon 1/4'Eko UBcacon o AnehorCNpPattems Ultracm _ Aoemcnro, tlbww AgpVOW, Srn M s_t35) sc-ps;t USE THIS FORMULA TO OBTAIN THE°ANCHOR PRODUCT REVISED
Edge Dhtarce(Ink 1• zt2' t•' 2-t? •3•ve• t' 2tR•' '1• L/2' _2• 3-t/e• 2 p.48• 0.54• 0.324• CAPACITY REQUIR®•CORRESPONDING TO AN as eomptying with.the Florida
Emhednad(Nk ta14• faH• 13N• ta/d• ? t-vs^ •'t-V4:.. 1-tH` 1-1/4• t-tF• 1-1/4' 2` I-X(r I tale woes ACTUAL PRESSURE REQUIREMENT FOR THE 9uilding Colo 2MO..Q 4.75•Mh O.0/Sten lad aQfcat CUP(Fig.U 390 ke 390 bs 450103 OW It. I leµ bs 27014• •2a01❑v 35411e F 740Iha', `37q 1 6641ea 946 Los 341 16e 442 oe 560 be OPEN ING,WHEN IT IS LOWER THAN THE MULLION NOA-No• 17-0630.01 _
4 Mchon®1.15'Ml t O.O I Stendad(aONet)Clip ft.27 480 U 700 bs WA WA WA WA 3801Da 'WA 'WA 'WA 7 WA WA- tfe216s ,8651M 1120 be CAPACITY(FRAM THE TABLE)OF THE SELECTED
4 AllohOm 79 3'Nin O.C./RI2a5 Atlph Ctipa/F10.37 7ti0 ms 7B0 bs BBOIS, 15901k. legs rw 510 on 6fi0Im WA 7B0IDe 748 B80Ibs 1 2 b21m sex bs Bt1M1 15e it20 m, MULLION.IT WILL YIELD A MINIMUM ANCHOR IENPiratf-Onto 05/26/2021
2 Amhme D.4S WL O.C.IllLlip,into.12F AMn.949.4): WA WA WA WA WA i" WA WA WA WA WA,' WA WA "WA- 716 bs CAPACITY WHICH MAY BE USED TO QUALIFY B
1 Anclta I F•C6P F.D.SJ; 195 Poe 1851ba 22S IN 195 bs 822 0w Z75 bs 7401W 177 ks 370.IIg 78710e 3321es: 473 b, .1T01bs 221 Im 280 be ADOfT10NAL ANCHOR OPTIONS FROM THE Y
2Anohan®1.16'Mla O,CJ F121P fi): 240 ba 750 ba WA WA WA WA 190 ba WA WA' WA WA WA 341 ks. 442Ibs 580 bs ANCHOR CAPACITY TABLE.
MnamF-0a "oduct Control
NOTE FOR THE OFFSET CUP,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: 4
-1 1.000• r
. 1)SEE SHEET 1 FOR INSTRUC77ONS 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 ,` 7'
FIGURE 3: _ __ _ _ _ _ _- \� aONY LYIVN ,,/
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. -2.760" LICENS•FQ����
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. •:��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * Na•58705
ANGLE CLIP MUST BE USED IN PAIRS. '*=
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT=FILLED
CONCRETE BLOCK UNIT 375, 7J /�AF
FIGURE 4: FIGURE5: FIGURE@ (CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL t7YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEAMPilIMUM OF,125• �T'•. S
•
THICK STEELSTUDS TO BE A MINIMUM GRADE 33AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT tr '••FC ORID?•,.•' ���
eon
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND t•X2.73'X.375•MULLION
I I I I THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 'SS/71,ONAL SN���
A.LI 14N MA-LER,P.E.
FL P.E.#58705
TABLE 4A �'
Mullion Capacity Table V
Opening Widal ftruerlil [Y-SPardrg MLAlans)orOponing Height(for horimnlBlVapavirg mtiliorls) C!
50 M 00 h 70 in BO In W In. 1001n . ..1201n 1401n 1 so In fS�m�
1 x 2T6 z �` TryJTd-m Red..W. TMOTtlanp 0
RaclmWw TrgYlnelig. Red rade Tmpllllmiy RwtMS dv 71apM.9. Red.G" T WTrhng Reebn9da Map,fiWQ Redat9dar TmWdarQ ll t-W r Tn;rrdary- s X rc
lnadin9 LoWm Lo8dn0 Lmdng Lmdn9 Loafing lmdiq Lo-av Loedre Loadre Laadre lmdaip Loed1® tn4dn9 Loading LwdnO Loed iB �N o?0 cwi
.660 hem 2• 27 D D 2T D 2` .� 3 L �• a z' ga
ID a^ LL
- _ _
°Nutilon +7 ° °
421n 170.0 GM 170.0 436 170.0 744 17MG 47a Me 688 170.0 SOW 170,0 902 170.0 510 170.0 Ilia 17D.0 '521 170.0 INN 170.0 521 170.0 f458 170.0 521 118.7 18D 170.0 521 138.8 10M 1T0.0 521 J Cn
481n 170A 7W 170A 524 170.0 550 170.0 5B4 170.0 802 17e.0 630 171L0 I i M 1Ilea 601 170.0 1275 17MO ff77 170.0 1417 170.0 889 141.7 1417 170.0 MWO 121.6 1417 170.0 630 106.3 1417 170.0 650 �
FN- � �A 2
50.2Sin $Me 747 170.0 563 170.0 8M 17MG W1 170.0 1046 IMB 664 170,0 1I84 170.0 773 I82.9 12W 17MO 747 14U 1288 170.0 758 121.9 tM 17U 758 1a4.5 1266 170.0 756 91.4 17A8 170.0 i58 O W 4D
M co 54 in 170.0 791 170.0 612 170.0 478 170.0 691 170.0 tile I7a0 M4 15D.7 1130 170.0 Rin 133A 1130 170.0 W7 120.0 1130 170.D e5if' JODA 1130 170D 661 "1 1130 170.0 a91 75.3 I= 170.0 861 co �
Wbi 170.0 885 170A Tat 1485 915 le2.3 761 12" 915 14A5 740 109.9 615 1323 7YJ 97.5 015 t23.0 726 aT.e. 915 110.5 72D 732 015 114.4 715• ma We 114.4 715 640 01e 114.4 715
K
{, 63In 151.0 530 161A 7f0 126.5 830 I30.B 69t 1065 630 1292 0B1 94.8 530 +122 870 84.4 830 iD4.e 082 .75.9 sW 89.4 556 633 B30 B4.B 84B W2 B30 04.1 84B 47.4 830 D1.1 648 Z W d m S
y Win 1321 767 140.0 650 110.0 757 110.8 63fi 94.3 757 10 A 824 825 757 W.1 OU 73.4 757 89.1 Bes asa 767 642 e00- 66,0 757. :78.0 SB3 472 757 782 801 41.3 757 7B2 SB1 Z IL Z i U
c Lu O
j T2U 101.7 B3B 109.8 552 64.8 e78 81.0 510 727 638 W.1 5.10 63.8 ON 722 521 60.5 83B 605 514 50,0 638 663508424 076' S72 SDO 3H.3 838 65A 4B7 31A 830 552 4B7 j JI I
C Z
76In W.5 671 914 498 721 571 76.8 488 6• 71 67.4 470 54.1 571 00.6 471 AILD 571 554 484 432 511 51.8 459 360 SM 47.0- 451 =0 571 44.6 447 27.0 571 M3 40 N Q D .- n
Ta In BOA 5Q 83.4 474 66.7 642 70.5 4a5 67.1 5a 621 45e 60.0 642 55.7 449 44.4 542 51.0 442 40,0 542 47.5 437..43 542 -42.8 428 28.8 542 40.6 425 25.0 6Q 40.1 423 z Z Q Q U N °l
BON 621 10T 53.7 3111 43.4 407 45.4 30 372 407 39.6 318 325 407 363 347 20.9 407 321 338 20.0 407 2BA 334 21.T 40T 28.1 327 13.0 407 24.1 322 10.3 407 23.0 31B �, Q z
a ~ �id 9O EO
98 M 420 35a 4m 320 as 358 372 314 30.7 358 32.4 309 20.8 359 28.8 3W nil 350 26.1 300 21.5 353 24.0 296 11D 358 21.0 280 15.3 358 7B2 2N U X A m B
n 1n --
IW h 30.1 257 30.8 20 25.1 26:4 2S8 251 21.5 T83 223 217 10.8 2d3 188 244 18.7 283 18.0 240 16,1 283 Ids 237 H W n
1111n 278 267 28.3 242 231 W 238 238 10.B 29 20.0 M5 17.3 2B7 1B3 231 16.4 207 10.0 228 O F cN U N
12O N no 229 223 2n9 10.7 27B 18.8 2a5 16.7 72B 162 2@ 0 U X Q
z in w
O O
TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: a CIE
m O
Anchor a Table bs ANCHORCAP.,,,.,,., s m-
Suaemic 2.7k C-te 3.5k Cane II-cmu r
PT V.bod Maid (DPe)X( )=ANCHOR CAP.m
Yle-Eke ll r Se Eco 5'1c EIw NO etcd Meted 912 Steel MULLION CAP.,m,.,ee
AroMrt)'pe: Yte'EkalBBaoon I/4'EleaUmaem YIB'EbBllha:m U4'EcellBmom PRODUCT
Anehor Cop Pa9eme llmaaon -- .. a99R0e1ct amazon scrc+roS semiroll Bcaw(O5) USE THIS FORMULA TO OBTAIN THEANCHOREdge Mi.-(mX 1• 2-1r1• V 2-1Tr 3.1i V - � 2-1/2- i• 24rr 2• 3-t/6' 0.,. 0.54' D.32V CAPACITY REQUIRED'CORRESPONDING TOAN I3coplyingwith the Florida
Emt�edmmtM W/4^ 13/P 1-7/4 13/4• Y 1-iM 1-1/4• 1-114• 1.1H' 1-1IP 1-1/4' 1J/8' tare' wdee ACTUALPRESSURE REQUIREMENT FORTHE Bulldln9 Code
OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01
2 Aroh-g 4.75'Min o.c./5 aid or OSed Clip(Fig.IX mO Ee SBO b 4501 W BW lbe 1644 The 27016. 280lbe 35416s 740lbe 374 ma 6841be M81bc 341 lb.
492 Re 5609m _.
4 Anohm@1.15•Mi.D.4/Bdndvd(arOPoet)CUD(Fb 2X 4W ba 700 bs WA WA WA wA wait+- WA WA WA WA WA 6821be WS t120 m8 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date OS12612021
4AroMrs@3'11.10.4/T3)2c5An9le C'pl;., a3X 7803. iWN Wotm i5en Dn I8Balbc &O lbe 660m+ Wa• 760 its: 748 lb, BW lb. 1e9zlta 6B2 lb. bs 1120 ov MUWON.ITWILLYIELD A MP4IMUM ANCHOR
2Arohars@0.45'Mln.O.C./U{40�bAo./25'Adm.(Rg.4X WA WA WA -WA WA N/A NIA WA •WA, WA WA WA WA 715a CAPAGTY WHICH MAY BE USED TO QUALIFY By
1 Arwinr/FCllp lFb-SX 195 ms iBSIro 225 me. 445 he ea2lac 135 be 14D Ito 177 It- 370lb- t67lbo 33216e 4A roc t70 ita 22t Ws 2W ioa ADDITIONAL ANCHOR OPTIONS FROM THE Nfiaml-Da rodue Control
2 Anchors@ 1.1SMin.O.CJ F421 n.eX 24D 9n SSOIm WA- WA WA WA 7002a WA+ NIA: WA WA wa 31+16e 44216a See wa ANCHOR CAPACTTYTABLE
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 I: FIGURE 2, TABLE NOTES: i'• -
1)SEESHEET 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. N I f f
-.3)M, N-
MULLION-AND MUCLION'CCIPS'SHOWARENOT TO SCALE.-FOR E)(ACT.DIMIMENSIONS„SEE SHEETS 21-23.__ 2750' aa
• • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. - -- - "- --- :-Q',•'"'"--`- ';�� - _- --
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301.SPECIFICATIONS.HOLLOW AND GROITr-FILLED •• *_
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -�^
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�•. t-vTE0
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045^THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
�� • LEASTA25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.650•MULLION i��s••.AYOR1oP,:'C,
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 S.S. '"1,701VAI E
NA.LYNNlRLIER,P.E.
FL P.E.#58705
TABLE 5A
NbdOon Ca ae Tab].#bsWI
OpaNngWidth(formerGrays)arrdrgmuliiow)orOpmFg Height(for tortmnIoWwrirgmWore) C§ Q
50 In W An TO In go In 90 In 1 W in 120 in 140In 160ln 7
Rectsngula TraplTdag- ReaOa+gulm Ttep7merp. R4dowW Tmpmlag, Ftaotenp/er TmNrmmg. R9 www Tep716mg, 9R TalJfdmg. IteofBiO.dr Tn{Jidmg• Rodan9der TrepTdarg. Redmgder TrgJTdmg.
1'a3.125' L-dn9 Lancing Low-- L-ft Lae&g Icedn9 Lm.Fno LaadnB Loadr9 Loam Loedn9 Loading Lwd'ug Lancing L d.9 Loadng Laadn9 Icadng eY
.500-Alum04
r x r Z• a r r r x a a r x
Tube 6tu0 •• a a ,. cs,. Fs .. '�0 .. n a -� a.. .,
42 In IMAI
7M0 4W 170.0 7" 170.0 478 170.0 868 170.0 500 170.0 M 1740 519 I= 1116 170.0 M t70.0 1240 170.0 SH 170.0 1488 170.0 521 170,0 1735 170.0 521 154.4 /W2 170.0 521 J co
481n 170.017U 524 170.0 850 1740 584 170.0 M 170.0 630 1M0 1133 170.0 861 170.0 4275 1M0 en 170.0 1417 170.0 6W 157.7 1577 170.0 830 135.1 1577 170.0 680 114T 15" 170.0 580
50.625In 770.0170.0 683 170.0 896 170.0 631 170.0 1048 1740 684. 170.0 1195 1MO 723 17MO 1345 IM.0 747 1M0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 1".0 758 106.3 140 170.0 7W W O F'
541n 1TOD170.0 812 170.0 W 170.0 W1 170.0 1118 1M0 754 170.0 1275 1M0 803 164I 1401 170.0 837 149.5 14M 1740 856 124.E 1401 170.0 o81 Iwo 1401 Inn 8B1 93.4 1401 170.0 MI K m 0 �mW60 in 170.0170.0 701 170.0 1003 170.0 797 1545 1158 170.0 878 1347 1158 167.0 026 U&S 1155. 1565 017. 111A' t156 U9,7 910 925 115E 144.5 003 79.3 1156 144.5 8M e9,4 1158 144.5 903Z
63b 170.0170.0 T45 159.0 1049 170.0 550 137.0 10W 1555 000 119,E 1049 141.7• 546 1046 1049 1320 830 Mo 1049 121.5 528 T89 INS 119.31 BE MA 1049 110.91 819 59.9 1649 /18.9 819 d � U
Ta Be In 166.E 955 1170,0 789 139.0 -955 131.3 904 t141 055 133.7 783 1042 W 121.41 775 M8 955 112-6'705 63A, 90 iM4 757 09.6 Os5 09.8 749 59.6 045 M7 748 621 955 OW 748 Z LU
410
j 72h 1246 BW 1134.9 697 IOTD Im3 114.8 802 91.6 'am 1101.1 670 80.3 803 912 659 71.4 003 83.9 649 642 603 748 642. 535 .5W 722 612 /59 801 69.8 '820 441 Bm 89.7 627 W 7 fn QZ
78 in 1W2 721 114.1 629 91.0 721 07.0 Bid 740 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 $80 64.0 721 65A .579 446, 721 -59.4 589 30.0 721 50.8 564 34.1 721 S&A 663 Q ^Jj r
76In POLO e84 1054 599 B42 884 WA 587 722 064 MI 576 83.1 BU 70.4 587 56.1 664 64A 558 50.5 684 5aY 551 42t 884 54.1 �641 38.1 684 51.3 538 319 864 50.8 534 Z F Q
90 In 658 514 67.9 450 54.8 614 67.3 448 47.0 514 60.0 440 41.1 514 44.8 433 345 St4 40S 477 329 614 37.3 421 27A 514 33.0 -412 23.5 514 30A 403 20.8 514 29.0 403 Z
F 8
WIn 54.2 452 957 404 452 452 47.0 396 38.7 452 40.0 390[g_ 38A 384 XI 452 32.9 .378 21,1 {62 30.3 373 222 '4S2 23.0 365 19A 452 242 3% 16.9 4S2 22,8 355 A rn X a ��a
108 hr 341 357 38A 322 31.7 357 327 317 Z12 7ST 28A 312 T52 308 2L1 357 22.7 103 140 357 Toe 289' 15b 357 Y4U 283 136 757 1e2 287 11.0 39 15A 263 c W0V
III b 35.1 3M 35.8 308 28 338 30.1 301 25.0 338 28.1 296 23.1 TB2 795 338 20.0 2B8 17.5 338 10.0 284 14,8 33B 146ib0 0 co h cn
27.7 T6B 282 263 Z31 2W 237 �9 19.6 289 T05 258 141 252 154 2a9 16.9 2l9 138 2oB I4.9 246 11.0 ZW 126 T40 B.B 279 11.4 236 47 7aB 10.4 232 („)
O .6
�x ZQ
a 1�
TABLE 5B ANCHOR CAPACITY A13JUSTMEW FORMULA: > 4. m�
A..horC.P.p Table _ a O'�
l _ \ O mQ^
sumlmt� WX Conende SSKCmc. Haver cMu Fftd CMU p7wow Mdd (DP)X`MUWON CAP, 'ANCHOR C,4P.,s, O -�
&19 Elco tl4'S9 Eko YIe•FJco ve S5 Eko 0t0 Sled #123ted Or2 Sled
Arrm'gpr• 3n6•Dcounr:m ve Elcout9uat SMCFJm UAtam ve Eaouoneon M Pq USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
AnchorCOp Patteme Ubncon Agpecaor UI7dm AgpRG3a suer(G6)Srmr 9cm9
Edo Dsteme A r 2-UP 1• 2-v2 3-1,V r 2-vz 1' 2-v2• 2 3-us 2• 0.48• 0.6.1' 0.a2e CAPACITY REQUIRED•CORRESPONDING TO AN ns eomplylny with the Florlda
Emlkdned n 1a/4' isle tale 1-3W 2' 1-v4^ 1-VA' 1-1I4' /-ve '1-ve 1-114' z 1-sla^ lane• vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-ng Code
2 Amh- 4.75'min,O.G/STd1102n1wown C0pglg tj 39)bs 390 mt 450mS WO Ito 1644 b3 2701M 200106 354031 7401b5 374 b3 sun OULU 341 a. 4RBt8 908n OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01
4Anchm R 1.15'Min.0A/StmMM(or01B4t CB g 4W bs 7W ec N/A WA NIA NIA 3wIm NIA WA NIA WA WA s6Tbs 885IM 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED Exphatlon Date 05/26/2021
4aa1m5 Q;3•M1n0.C.l(2)WArgle Clnff03y 780 bs 7W� 6W bs 150 ga 1896 b5 610bs 6600x NIA 7601Ls 748 Ins mIm ion in 1S2ts e4s ws n20 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR
3AmiW®0.45^MIn.O,C.I U-Mp,Inb.123 A15A"47 N!A WA WA WA NIA WA WA NIA WA NIA WA WA WA WA 1073 Os CAPACITY WHICH MAY BE USED TO QUALIFY BY
1Arctnr/FCtlp 00g SY t95 Ds 1B51M 2250n 4430a 822 Na 1350e 1401bs mine 370Ire te7 bs 3371bS A73 bs 170bs 22110s 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE Mlaml-0� ePro uet Conro
2 Ancrem®1.15.Wn.D.C!FZ9p(Rg 67 240 bs 950 Ra WA WA N!A N01 1901ta NIA WA NIA WA WA 3411os 4421EB S601tn ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CLIP,-USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. '
FIGURE 1: FIGURE 2: TABLE NOTF§:
-� 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 INTER(30LATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS 6 ALLOWABLE 11 //
FIGURE 3: - --- ` aLY
ONY NN4i
3)MULLIONAND'MULLION GIPS SHOWNARE NOT TO SCALE.-FOR EXACT-DIMENSIONS;SEE SHEETS 2f-23.� .� � ``r '�`;•-,�
HOLES TO BE DRILLED IN THE FIEL.DTOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. V 9F
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. m Y =
. . .. * No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFlCATIONS.HOLLOW AND GROUT-FlLLEO '� Z
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AMU C-90.WOOD SHALL BE PRESSURE TREATED FIGURE 4: FGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SGOF 0.55.ALUMINUM SHALL BE 6C63-T5 AND BE A MINIMUM OF.125' �
1'X3.125^X.5'MULUON �O 4U
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT T'-• 4V`
LEAST.125"THICKAND A36*ALL-ANCHORS INTO METAL-SHALL EXTEND AT LEAST 3SCREWTHREADS BEYOND (1^VF MULLION) %(ems"•.�CORtDT;.••' 1
THE MATERIAL.#10 8.#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. S7ONAL�NG��
A./I!TNNIMHLL6'P,P.E.
FL P.E.#58705
I
TABLE 6A $
Mullion Capacity Table(ISsAl).
Opening Width(lorvaNce*spaMrg mullons)Or Opening Height(for)crizontelfspertning mtnial5) b
win wh 70 in win win 1min 120h 140In 160h
Recftrwul r TmWd-*. PacmroYer Tapi7can9 Pxten9tlar Tn,p101m9. I4eamn9dar Tmynlen9 RafmoWor 7 plTrfmg: Reaar+p/ar Ttepritlan9 Reetv+ptlar TreplTAmi9, Wotap�4r 7mp/rrh9p. FreCmgdx 7rgVDinrla >
1X4u.125 laed9 Loadng Lmdng Loatng Inadn9 L.eedne Leada,g Lmd'n9 L-&M Lead p .L-dn9 no Loadn9 iundn9.. Lewin; Lmdmp Loa3rg 1,wdrq o� G
Mullion g g 2. �t A" Lo
eq ag ><� 8� a� s bG :: s s g Ii e� 6 u$ 3� oo, F
o p
421n 170.0 620 V0,0 439 170.0 744 170.0 478 170.0 89 170.0 5W 170.0 02 170.0 619 170.0 111E 170.0 &11 170.0 1240 17C.o ,a21 170.0 14M 170.0 121 1/5b 14M 170.0 521 127.8 14w 176.6 RI W J N
4a In 170.0 708 170.0 524 170.D DM 170.0 631 170.0 em 170.0 630 170.0 1133 170.0 W1 170.0 1275 170.0 677 155.3 1303 170.0 6w 1302 I= 170.0 6w 111.7 I= 170.0 6m 97.7 1367 ima am 1n
w.625h 170.0 747 170.0 W3 170.0 MD 170.0 631 170.0 1048 170.0 6M 170.0 1195 170.0 723 155.1 1235 170.0 741 140.5 1235 170.0 M. 117.1 1235 170.0 756 1wA 1235 170.0 756 67.6 123E 170.0 768 T{j W O
64In 170.0 797 VDA 612 170.0 ON 170.0 M1 170.0 1116 170.0 754 134.4 110a 170.0 w3 1372 1158 170.0 837 123A 1158 170,D 858 1= 1158 170.0 -861 982 115a 170.0 11M 772 1158 170.0 ael C m m
6a In 170.0 6a5 170.0 701 166.7 1042 170.0 79F 142.9 1042 161.1 W2 125.1 1042 14s7 S15 1112 1042 136.a M1 100.0 IN2 1302 701 a3.4 1042 125.1 782 71.5 10C VISA 782 82.5 IOU 125.1 752 � i.- m Z
831n 170.0 BMW 170A 745 151.2 w2 161E 818 1295 M 144.4 799 113.4 992 131.0 782 lot@ 092 t21.4 788 90.7 02 114b 755 Me 992 IDEA 745 84b 092 108.0 744 5&7 992 1080 741 _
Mh ta5A 9q 170.0 7M 137.8 847 148.0 700 1141 047 130.3 7M 1113.4 947 117.7 732 9f9 947 106,7 738 877 947 1= 727 889 947 06.1 713 59.1 9/7 94.0 711 71.7 9/7 91.0 711 t2tnn Z Uz � 0
C 72In 135.9 a49 142.7 737 1132 649 121.6 722 97.0 649 105.9 Me 64.9 849 96.4 aN PIS 849 w,7 686 07.9 849. 62.7 676 845 410' 75.3 659 48.5 Me MS 652 QA 644 724 651 0
76In 115.5 7a2 1202 665 96.3 762 1026 662 825 762 90.0 640 72.2 782 90.9 00 642 TIM 742 620 57.9 762 M2 613 40.1 762 62.9 602 41.3 762 59.9 597 3&1 762 63.4 SM NZ
78h 108.9 724 111.4 634 M.0 724 94.E 621 763 724 B28 MB 66.8 7N 74.4 6B9 M.4 724 Ba.1 591 51A 724 63.4 SN 41.5 72{ 67.3 573 392 724 64.3 667 314 724 57.5 565 p F J r-
901n 69.0 U3 71.8 453 60.0 543 60.7 474 49.7 543 M.9 4M 43.5 543 47.1 458 38.0 643 42.6 452 34.8 343 446 ffi0 643 34.8 476 24b 51] 321 430 21.7 Sq 30.7 423 F Q Z N
081. 67.3 475 58.9 427 47.5 478 417 419 40.9 4T8 432 412 35.6 470 38.5 409 31.5 478 34.8 400 20.7 { 320 395 219 47a 28.1 3M 20.6 478 25A 3M 17.9 478 24.2 376 a ~ C, O¢O
!n NN � 8
too in 40.3 377 41.1 341 33.5 m 34b 335 20L 377 W.0 330 252 377 28.6 325 224 377 24.0 321 20.1 377 220 W7 16a 3T7 19.0 310 14A 377 17.1 301 Yn r.
111 h TFA 35i 37.8 - M,9 ]57 31b 318 26.8 M7 Me 313 23.2 357 24.4 309 20.E WIT 220 ws 1"5 357 20EE .1 301 16.4 357 17.4 ?94 6 Q' t Y �
120In 29.3 3W 29.E 218 24.5 3N MI 274 21A 309 21.7 270 18.3 3W 192 287 10.3 300 17.3 263 F U x Q `l>
1u In 17.0 212 17. 1M 2�-0.• a� Zm0 0
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: �oo �
Anchor Ca pap Tatlid 68- • .,. ANCHOR CAP.,o._- U�0- -3 00•.
9ubsff4tm 27k Lbimrem 3.5k Doc.. _. Ho1egC24U..- _ F01w cmu . PT V.bnd 3lydel (DP_)X( )=ANCHOR CAP.-
6I16'13co ^" Im ss Etc 511r Elco 1W 83 Eto *108"d 012 Stud a12 et0tl MULLION CAP.,e,,,.e PRODUCT REVISED
Anchor COp Patterns An.IwT7pe: y19'Elno I.Ozean IW Eto Utmon 3Hr EI..Utzeoh 1A•Etc UM4t n'..
ulVaeen - ADmaGmr Utmeen AgDreGmor Songw(G5)Scmw{Os) suety(G3) USE THIS FORMULA TO OBTAIN THE ANCHOR as corn I9in9 with the Florida
Edge Dbmnoe(hr 1• 2.Ve +• 2-Ifr 3-vr 1• 2-10 1•� 2-I? - --.r 3.1/8". r � .0.4V 054• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Building Code
Embsdnml Mk 1�IY 144' 73/4' I-Y4' r 1-1w 1-1N' 1-1H• 1-1I4• 1-1/v I-11MV 4• ' Iwir '13B• 1eA- ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Anchae®4.7r Min.O.C.I SmndaN ar ORset Glp IR9162r mums 3u- 4501m 8901ba 1644Iba 2700s 280 IG 3540. 74016.s 374 rm 6641b6• 946lbs 341 is '442lbs 660 In. OPENING,WHEN IT IS LOWER THAN THE MULLION Fxpiration Date 0 5/2 612 0 21
4 A.h=44 4.25'NI 0.C.I6t2ndad(u Offiet)CSp 1R0.3r 7001Ds 7009. 580 Ibs 14101ba 052 me NIA 5601he WA 630 ma NIA NO 16a .WA 692 m4 -8851bs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
9 Anchm®1.75 Nlru D,C./6rarrdmd("Oft-0 CAP(�4r > 1400 0s MIA WA NIA WA TW on, WA VA.. WA WA WA'_ .f36319s -t770 ma 7240 me MULLION.IT WILL YIELD A MINIMUM ANCHOR OF
4Amham®3•Mh O,G I R)2esAngm sips I(Fb.5r 750 ro 7809. sM as 15M C. 1696 ma 540 ms 6W R, WA Mom 748 ms ow Iba 1M2In- 682 Ins am IW 1720Ibs CAPACITY WHICH MAY BE USED TO QUALIFY mulm-0 e Product control
S Mn h m O r Nb.O.G I R)2s56 r7Vs l(1'R fi): 117016n tt7o 0u iD201ba 2340 Its 2844 It. 910 R. 6401ba WA 1140[b. II=Iba 1320 W 2538 ma fo221bs_ '1327 b.. 1650 9s ADDITIONAL ANCHOR OPTIONS FROM THE
4 Arctars®0Ar Mla C.C.I U-a0.W.,12r Akan.(Fig..7): WA WA WA WA I WA WA WA WA WA WA WA WA .WA WA 1430 9S' ANCHOR CAPACITY TABLE.
2 Arwhcm 02.T Min.O.C.I F-alp n.5r 3w 11 3wms 290Ibs 705 ms 4701. WA'- 2Mma - -WA "37S Ibs--NIA 4401bc WA- - 3419re 4420. - 50as-
4Ar.hoa 0 1.IY Mn.O.CJ (F10.9 49011 7w Oa WA NIA WA WA 9w IDe WA WA NM WA WA 8a2 ma W5 9n 1IN ba
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' r
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 9: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
LY
• • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDfOR"OPENING WIDTHS IS ALLOWABLE- `� t '.10ENSF'fie,
• • • • • • 4.000' Q', ••.t�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES No.58705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW •;
FIGURES: FIGURES: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-Fit ® •••- b Lj
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' :O�'•., ATE <(/�
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125•THICK STEF]. '•.F<ORIDi`.•'' \��`
STUDS TO BE A MINIMUM GRADE 33 AND.04E THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126°THICK -j �''%rs�ONAL
ANGLE CLIP(FIGURES 586)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.12S \
-#12 ANCHORS INTO WOOD,MAY BE STEEL,I"S.S.OR 410 S.S. MULLION A. FL P. .#587.P.E.
FL P.E.#58705
TABLE 7A m
Mulfion CapacIty Takla 11IM) n t6
Opening W-idt71(foruerticalN-sMmirg mutona)orOp•nmg Hotght(for hofi=nta*sparWng mulBons)
60 in So In 701n 80In 9DIn too In 120 in 140 in 1601n yx p
Rmtm�gulaf RwTdaeg, PGdango., Trep7dmg. fl ctmWler TteMdmlµ Redmgdm 'TmWrrimg. R.ebngrder Tmp/Tdarg. R4shngufsr TrWTI1z p. Remm�pi• T75A/7dmg. Rsclmpd. TnvfTnang. R.Wgder Tr p7d-g, y +
11t 41L.375 L„d,g Lttdng Loadng looting Loedmg Looting Lcedng mating tmofng Loed.g.= ,L-Ing Lmdrg LoadM Icadrrg loedrg L dhg Loading Loedrg
AI g.r 6 r r a -rfi r % r r p •^ ,�• r r r r r r r � € A.? r r g
s
.9
Mu6bn � §gig 'pp� $g qq - y�¢ �' � 3� rq - �$• �[$y.�� �� $6 � ��a tg �� � N s ¢ s� i SG d d a� a § "�.rcsd2 $s" 6 aa" 5 d s rc Zr �i Z y=�" W
to F
O W
42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 gee 170-D 506 170.0 S02 170.0 519 1709 1116 170.0 521 170.D '1240 17MO 621 170.0 145E 170.0 621 170.0 1736 170.0 521 t70.0 1983 170.0 521 W J W
bIn 170.0 708 170.0 624 170.0 850 170.0 654 170.0 992 17D.0 SM 170.0 1133 170.0 631 170.0 1275 170.0 677. 170.0 1417 170.0 g8D 17MD 170D' Van 660 170.0 ISM 170.0 680 181.0 7024 170.0 6W j to
50,6261n 110.0 747 170.0 sm 170.0 896 170.0 631 170.0 104E 170.0 614 170.11 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 .750 170.0 1703 170.0 756 158.0 18t9 170.0 766 13gb 1919 170.0 756 = � $ _
Lli
F
541n 170.0 797 170.0 612 170.0 053 170.0 681 170.0 171E 170.0 764 170.0 1275 170.0 807 170.0 1434 170.0 537 170.0 1594 170.0 6W 1s&9 1790 170.0'661[74
1790 1704 881 120.0 1789 170.0 8Bt -dam, m M 4n
W
60In 170.0 865 170.0 701 170.0 1061 170.0 7W 170.0 1240 170.0 578 t70.0 1417 170.0 944 170.0 1s94 170.0 ON 155.5 1619 170.0 1033 1210 1619 170.0 1D63 1610 170.0 1083 072 1619 170.0 1053 Q tO Ur
531n 170.0 030 170.0 745 170.0 1110 170.0 8W 170.0 1302 17U 840 170.0 1408 170.0 101E 156.7 1642 170.0 1W6 141.0 1642 170.0 1122 117.5 1542 168.5 1160 1542 187.0 115T �.1 1642 1679 1157 C1
{• 681n 170.0 974 179.0 769 170.0 1169 170.0 903 170.0 1364 170.0 ID02 160,E 1472 170.0 1m0 1428 1472 168.8 1146 128,5 1472 150,8 1130 107.1 1472 14T.8 110E 1472 ib.0 1104 80.3 1472 tb.0 110{
b Z x
LL 60
m 721n i7.It 10&t 1TgD .8T8 170.0 tas 1T0.0 I.M. 150.E 1320 1662 1f01 1320 1720 1t9.0 tOtR 117.3 1320 137.8 1068 105.8 1720 58.8 tag 05,0 1320 117.0 1024 1320 1129 1013 68.0 1320 1126 tmz W O
J 761n 170.0 112 170.0 937 149.E 1184 159.4 1013 128.2 1184 139.9 984 1122 1184 125.7 678 0.7 1184 116.3 964 89.0 1184 107.5 B52 74.8 1154 97.6 W5 1184 93.1 027 ISM 1184 023 82s N j �o Z
761. 16&1 1124 170.0 967 13&4 1124 147.0 863 11&6 1134 126.E 947 1038 1124 115.E fO1 82.3 1124 f05.e 918 63.0 11 B&5 9f16 892 iT24 W.0 B80 1124 81.3 661 61.8 1134 B32 87a 90 Wn 106.1 "1 1115 760 90.1 544 94.3 736 77.2 B44 811 724 67.6 6µ M.3 712 60.1 841 W.6 702 64.0 844 0.4 693 45.0 BN 54.2 678 844 W.0 W8 3a3 844 47.7 662 Z Z ¢Q Z
96N 99.t 742 91.5 663 742 742 772 M 63,E 742 67.2 641 65.7 742 30.E 931 49.5 742 64A aM M.5 742 49.8 614 37.1 742 43.6 SW 742 39.8 ismv...: 742 37.E 5m 19
1081n 629 586 63.9 630 52_I 558 53.8 $21 44.7 5B8 4&6 513 39A &N 41.4 605 34.8 5N 37.3 4Ba 31.3 NIS 342 492 263 US 20.6 491 588 28.6 686 24.7 469 r. 4?w OIII In 579 655 5&B 503 4&0 655 416 495 412 565 429 b7 3&0 655 7e.0 48D 32.0 8W 342 473 2&5 MIS 31.3 407 24.0 SM 27.1 457 555 24.3 ISM 22.4 442 N X129N b.8 4T6 4&4 43] 3&0 476 39.0 42e 375 4T5 3a7 420 T9.6 475 29b 414 29.3 476 20.D 409 225 475 24.5 404 10.0 479 21.1 395 1g.3 475 1&7 475 17.2 3B1
X
1441n T8.4 330 2&7 305 220 330 22-4 301 18.9 WO ta3 2177 16.5 Sl0 179 2M (=9 Q Z O O
TABLE 78 ANCHOR CAPACITY ADJUSTNEN FORMULA: a8 m0 s0
a .a
Anchor Table bs O 5 i €�m�_
ANCHOR CAP., ,,,,., U
Substrate: 27k Comfete 3.5k C rw. - tk6ow emu - Po1ed G1U P7 wood Mehl (DP-)X( )=ANCHOR CAP.,o
576'Flro 17P55Ego a/IrElm 1/4'SSEko 4108*d #1261W 4n2Sted MULLIONG4P.,,,,,,ae PRODUCT REVISED
AraMfryw: 311E FhaUleOeen 1/P Eko Uereoon 3I76'goo Ultracon t14'Eko ll7traeon
Anchor CUP Patterns Nkearl � A u5,acen Aggefiamr semw(os)screw(045) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complyln�with the Florida
Ease Mt...Mk 1' 2-tr2' 1• 2-t2 3.v6• V 247 � 1` 2.1?. z' 3-va 2• 0.48" O.W 0.3aw CAPACffY REQUIRED'CORRESPONDING TO AN Building Colo
Emhadmenl(Int 1,VV 1a74' 1.N4' ta/4' Y 1.114' YIl4' 1-1/V 1_114' 1.114'. 1-114' 2° 1 1a18' tare• .6es ACTUAL PRESSURE REQUIREMFM FOR THE NOA-No. 17-0630.01
2Am0o•W84.75'AAIn.O.C.I SIBtNad a OftO Civ ft 1527 990 ka -WO M'- 60 Ws 8901Qe 16441es 270 rot 280154 -35410s 740 om 374IIq 864 It. 940 Sa 34116s 442It. 560b. OPENING,WHEN IT 0 LOWER THAN THE MULLION Expiration Data 05/26/2021
4 Archme @ 227 Mtn.O.G I SWded(a OWn CIO Fig.37 700lba 700 M. 580 Im 1410I6a 95218e WA 5f9163 WA 630 me WA No 0.a WA 682 @e 58516s 1120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED
8Anchom Q 1.15'Min.O.C,ISt dad(er Men CIO(Flg.47 960 m4 14001os WA. ,WA .WA. .WA 760184. :WA -WA.,' WA' WA WA 1383 rat 1TM ms 2240 bs MULLION.IT WILLYIELD A MINIMUM ANCHOR gY
4 AWhQM®A Min O.C. on 2t5 Angle Cnpe/(ft.6L 780IN )Balsa -00 ma 16e01e�WIA
.5402. '.sea an WA 76010.+. ;748 f. � 880 Ra 18020w 682 @a 8881hs 1120•e CAPACITY WHICH MAY BE USED TO QUALIFY Ml•m a Product Cgntrol
e Anion a 3'Nn.O.C./Pd at5 Angfe CIOa I(Fig.et 11701W 1170 ft 10201oa •234015 810 ass' 840 ft .WA• 1140 Ra 1122 132D 16s 2WOW ms 1022 era I=ies two as ADDITIONAL ANCHOR OPTIONS FROM THE
4 Aatas®0.45 Min O.C./flab,h10.125•ALm.(Fq-T): WA WA WA WA WA: WA WA WA WA NIA WA WA- N/A 1430 ba ANCHOR CAPACITY TABLE
2A h-C 227 MIn.O.C/F-01p(Flg.6T 350b. 35a ft 290L. 705 k WA 2B0 ft WA -315 ots '`WA- 4/01�= -- WA =341�rm- 442IM 0600a4Anceom®t.iS Mfn.O,C/FCliv 0.9t 480 me 70a doe WA WA WA 3601ee WA WA WA NfA WA 652b 885Ise 11201b°
NOTE:FOR THE OFFSET CLIP,LOSE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ""'�' � '' -_ � --i 1.062' 1.000'
TABLE NOTES: "
FIGURE 1: FIGURE 2: FIGURES: FIGURE4: FIGURE S: FIGURE 9: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
- - - - - �- - - •- --_- 6• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE--- - --- RX.2
LY H
• • 9)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE4.000' :SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIM ENVONAL RESTRICTIONS 4.0� No.58705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.FIGURE 5: FIGURE6: FIGURE7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PR 3-TB AND BEA MI YELLOW SOUTHERN PINE EL S UD SG OF 0A INIMUMG SHALL BE �ATE F • �606&T5 AND BEA MINIMUM OF.125`THICK.STEF1 STUDS TO BEA MINIMUM GRADE 33AND.045' 375' SANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTIO METAL SHALLCK(118 GAUGE).SIXfEND AT�LLEAST 3 SCREW THREAD STE EL TO BE AT TSIBEYOND THE MATERIAL#10p 1'X 4'X 27SORS * 1 ��''s��IVAt
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. T-MULLION MULLION /l L'YFlH M(4h>r13,P.E.
FL P.E.#58705
TABLE 8A a R
��ff77
Mullion Ca acilyTabla Ibslltr 91
Opening Width(forv9NnDyspami7g mtfons)or Opening Height(for hodmrdely=sperrdng m116ons)
a
SO In BO in 701n solo 90 in 1001n 120 N 1401n 160 in _ p
126"x Rectenplar h°Wr Rechgdan TmplBiatg. Racbn@tlar -TvpllHmp. Rmma5d" 7t+ g. R tar�lr 71apManp. Redenow r TrzMdanB NectnnP�r irp/r 0. Ivite�da Tlop/TAenO- RedonP+kv 7ropliNmS ,.
L-ding Leadw laadn9 Loafing Loamv Laedrg LDadng U-ft Loadng L-ft LWA-9 .L-mang Lcedrg Loadrg laadlg Laadn6 Lmdne Lsedll sir ca;
3.186"Itn a �• �' �' „' S S £ .€ P. :.o .'•.a - - £ ., a a - LL
z6ber�eMe C4
6�' 6 6� b 6�' b� 6� a 6� a _6 tr$ 5 E Eg E 6 b �� a {3 b•$$ b� 8 h ms U
LU
42 in 17U WO 170.0 435 170.0 744 170.0 478 170.0 868 170.0 500 1TO.0 992 170.D 519 170.0 1118 1T0.0 6V 170.0 124MO 170.0 521 170.0 1488 170.0 621 17D.0 1735 170.0 521 151.0 1769 170.0 521 q Q =
urL J to
481n 170.0 TOe 170.0 SN 1740 1150 170A SN 170.0 992 170.0 630 170.0 1133 170.0 lS7 170.0 1275 170A 977 179.0 1417 170.0 WO 1N.0 1548 170.0 080 132.7 1548 170.0 800 110,1 1540 t70.0 680 rY (p
SO•B29in 170.0 747 170.0 W3 170.0 896 17" 631 170.0 f046 170.0 ON 170.D 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 758 139.2 f468 170.0 756 119.3 1468 170.0 756 f04.4 /468 170.0 758Lu
F
�o r
54In 170.0 TO 170.0 612 170.0 856 170.0 Gel 170.0 1116 170.O 764 174D 1275 170.0 803 1611 1376 170.0 $37 146.8 13M 170.0 816 =3 1378 170.0 eel 104.9 1376 170.0 561 91.7 137E 170.0 eel a in c) O 81)
min 17U 8=0 170.0 701 170.0 1053 170.0 797 15" 1155 170.0 574 139.0. 1130 167.4 830 123.6 11se 156.8 918 1112 t153 150.0 012 B27 1158 144.8 005 79.4 1158 144.5 DOS 69.5 115a 144.a 905 � F W to �
631n 170A 930 170.0 745 160.1 1051 170.0 5W 1372 1051 165.9 862 120.1 1051 142.0 us 1063 1051 132.3 937 B51 11151 W.7 530 80.1 1051 118.5 a22 60.6 1051 118.1 821 00.0 1051 119.1 821 D_ •7d-
65In 167.1 867 170.0 789 739.3 957 151.5 800 119.4 957 133.0 780 104.4 867 121.8 777 82.8 857 112,8 767 816 1 96/ ID6.0 750 69.8 1 957 100.0 750 1 60.7 857 98.0 74e 512 9S7 969 748 3 Z J o A U
721. 1247 804 1352 6% 107.3 004 1152 634 91.9 8B4 101.3 671 W.4 eO4 81A 080 715 604 64J 650 64.4 094 78.8 643 53.6 804 723 833 48.0 004 W.9 829 40.2 804 69.8 628 a1 g { O
'g 761n 1D9.4 722 114A 630 872 722 972 618 742 722 ma s05 66.4 722 76.7 5% 60.8 722 70.3 68s N.7 722 e53 5m 45.e 722 59.6 57o 39.1 722 5e.7 6G3 342 722 592 6s4 h J �8F pbbbbZ
781n 101.2 685 105.8 600 84.4 85 W.5 50 72.3 R5 755 577 93.3 0e5 70.5 588 '562 80 KS 5W U.5 R5 60.1 568 422 086 64.3 543 36.2 685 51.4 W7 31.6 695 W.7 5W � ¢ co �
90In 65.9 515 791.0 457 54.9 518 57.5 4l9 N.1 515 50.1 4N 41.2 675 44.7 434 38.6 51i 40.8 4]0 33.0 Ii)9 37.! 422 215 515 ]5/ 413 215 515 309 !67 20.6 515 29.1 4N Z z N ¢ N
1I- X Z
%1n 54.3 453 6.1.8 404 45.3 453 47.1 W 34.8 4S3 41.0 391 33.9 453 36.4 385 302 F 453- 33.0 379 27.2 3 30.4 374 22.6 453 246 366 19.4 453 24.3 380 17.0 453 22.9 356 a Jd NO.0
1C0In 39.1 35B Me 323 31.6 358 32e 318 27.2 368 29.4 317 Z4.6 318 232 J00 212 338 7L7 -706. 151 758 20.8 3m 15.8 356 16.0 293 n y .--
6 c` a'
47 m
III In 36.1 338 35.8 306 29.3 338 30.1 301 251 338 26.1 291 270 336 232 2% 19.5 335 20.0 2sB 17.6 338 18.1 285
1_in 27.9 790 28A 2N 232 2B0 Td.B 260 149 290 20.8 25B 17A.•260 182 237 154 '290 ,144 7A9 0 U N
1441n 16.1 2D7 15J 166 - _ - - O Q O O
Y a ZTO
TABLE BB AnchorCe UtY Table Ib9) - ANCHOR CAPACITY ADJUSTMENT FORMULA: 0�� 5 �
SIStc4at6 27k Cwxnie ser COOe. Hm8r O4U..-... " F91edCMU P Wam-. - Maw (DF,e)X(ANCHOR CAP.,o,"",l ANCHOR CARS
im-
2Anchms@IL75-MIftO.C.iStardaMorOMCHPM wss51eo916•ero 1/4'ssEko 9705ta9 4n2steel elzs�l `MULL ION GAP.,,",,,,,,/� PRODUCT REVISED
Mchar iyp6 9r16'F3co U0rsm Vr M.U0mc0n 37B BcoUORcm 1/r ElcoUmacon
AnchorClip Patterns - Agga627or•Uhazm Agprec,sv scma(v'N scmr(O07 ecra(G5) USE HIS FORMULA TO OBTAIN HE'ANCHOR as eomplreng with the Florida
ea9eaar4rce 9nT r 2-vr r avz r z yr r 2-t 2 r s1n r. e.46 a5r D 32r CAPACITY REQUIRED"CORRESPONDING TO AN Bullding CCoodde
Emoednent n 1314' I'vr 1S/4• I.9rt-v4' 1-1rr 1-1/4' 1.1Ir, 14 :1•Ur• r 137e• -1- ,ales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
tY 3904M See m3 450 uM 0901 16"tbM 90 Its 2ee to 3M D5 '740IW'; 3741Ss ,6N Its' "a Oa 341 It. 4421. MO fta OPENING,WHEN IT IS LOWER THAN HE MULLION Expiration Date 05/26/2021
4nmha9 N i.iw Nln o.¢/staf m (a ate0 cep Pie 2) 46D IM 700 01 WA WA NIA NIA 3m is WA' WA.. NIA WA' WA M26M• am we tlm to CAPACITY(FROM HE TABLE)OF HE SELECTED
4AreInM®r MIA.O.C.1 C-0 2t6Argleaipsl OSB s) 700 im 7eeas see an ism 101 Ism 64o Me 6m bs WA 7mlbs 745 ma seems-.. ism n; 6a2 me sm= N20 as MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4ArcMn®0.46'MIn.O.C.I UZW IM0.12sAWm"47 NIA WA WA WA NIA NIA WA - N/A WA NIA WA WA NIA WA 1430 as CAPACITY WHICH MAY BE USED TO QUALIFY Miam1-0ad roduct ontrol
t AMWIMIP010R 1951D5 195 is 2251ba 445 Re- 822 Its 135 Ds 14011s VTbs 3701ts 1871bs 3328M 473 Me 17049 221 ms 2800a ADDITIONAL ANCHOR OPTIONS FROM THE
2 AnM-01.15-MIM1 O.CJ FLII 0 67 240 M 350 04 NIA WA WA NIA 190 ft NIA WA NIA WA NIA 341 to 4C!mf 5m Am ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE HE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CUP: -- -
FIGURE I: FIGURE 2: TABLE NOTES: F-12SO-]
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING HE TABLES AND'SHEET 25 POR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
t\\1\1llllll/II I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
-- FIGURE3r----- - ---�-- - ' -®-'�----`�- -- -- -'-'�---_'-�-- -`-.`�-- - - -- _�_-' __`--- --- -- - - =•VCENS �(_���
ANGLE 3)MU WON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE - -3-188' "" Q=: F'-•';t'� . -
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `x, '•p
0 ® E USED CLIP T _ No.58705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '. *,
IN PAIRS. I 265•
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •••�
GROUT-FIUFD CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL O A� �T
FIGURE 4: FIGURE 5: FIGURE 6: _ - BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ''n••• % 4f/�
- 6063-TS AND BE A MINIMUM OF.I25'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ���s•'•F�NII)PLEAST. •••'
• • ALL
ANCHORS INTO META�''SHAALL EXTEND ATE LELTo EAST 3 SA HCREW IREADS BIEYOND HE MATERIAL 1.25'(114'VFMUWON)LION
• #10,&S12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S,OR 410 S,S. A LYNN MILLER,P.E.
FL P.E.#58705
i
TABLE 9A �' Q
Mullion CipiolW Table,(III. S) ,R 7E
Opening Wldth(forwreal"pinlydng 11t0B1on9)or Opening Haight(for latlmhtally-spanning mulllom)
60 In 30 F 10In BO F 90 In .RIC in 120In 140In too In
121i%926 R°elenA+ler Thp7deag. Radars ubr Tmpy7dwag. Foelun9atar TmIJTdang Reeta*Vfbr TngNWng Raelmgubr T.Prrdenp. Raatmpuler naoftdeag., Reetonodar T.W"19. Raatan0mer TnptTdanO Raebrp i. To/Tiong. t=
%.100 Loading Loading I.-Ig Laednp Loading Laadnp Loadbp LoOdaq Leainp Lpdnp Laadtnp LoedlnA Loadre W9dNp Loading Loadrq LaadFp Loading �� c¢�
Alum.Mullion � �' �' �8 � �• _ � .. �• - ar6• N v.
42in 170.0 020 Ilan 435 170.0 744 170.0 475 170.0 958 170.0 508 f70.0 B82 1740 SIB 170.0 1116 1TD.0 621 163.3 1110 1TOA 621 127.7 1118 170.0 6R1 1WA 1118 170.0 621 713 078 170.0 90 U Il.l
7ilil J
49h 170.0 T08 170,0 524 170.0 950 IMO 691 167A 97B 110.0 630 146.7 978 170.0 Sol 1344 678 IT0.0 677 117-3 078 170.0 880 ,07A ,978 17D•0 e80 'B38 •B7B fl0.0 6B0 733 B78 170.0 630 U
j W
°A.6ESF 170.0 747 170,0 Sm 170.0 808 170.0 831 150.7 B27 170.0 BBO 13LB 927 /8eb 7W t172 827 158.1 e98 tOSA 027 1543 696 B7A 917 1643 BB5 74/ BI! 1603 095 88.9 m7 150] 6B6
641n 170.0 7W 170.0 612 1615 860 170.0 691 132.5 889 163.9 683 1140 B59 141.8 NO 109.E 869 134.0 68D 92.7 888 129A e54 77.3 669 1248 862 w2 060 12a.8 852 57.9 B69 1248 an is W 'O
W In 1432 748 Ins 634 ML4 746 132.9 620 102.3 146 117.8 Wa 89.5 74u ums 509 70.8 746 101.0 802 71.6 745 08.5 W7 59.7 748 913 M 312 746 03.3 E83 44.3 746 935 5Rt � m CO W
03 In 123.7 877 1320 S7B 7417 677 1142 588 88.4 877 1W.4 sf8 TT.3 all 01A 640 89.7 677 05.2 639 81.9 677 81.0 634 61.0 677 T7.0 620 d42 877 76.7, 629 38.7 977 747 62e U (0 0 .
Go In 107.8 817 11/.1 630 6a7 817 fi1,8 L1 74B 817 847 6oB 67.7 BIT 78.3 500 1199 017 72.6 494 59,a B17 68.1 49a 44.8 8/7 6a4 40 33.4 ell 63.7 /BR 33e SIT 63.7 492 W Z
z z Tn d m
7RF B2A 610 W.1 450 B41 818 74.2 4N eB2 318 847 432 b1A b15 60.8 425 46.1 518 642 119 11.1 618 b0.7 4N ]4A 518 44B 409 29.6 619 45.0 /05 740 510 44a f06 ?
fi 7e F 70A 465 73T /Ofi 68;7 485 02.6 980 W.3 4� 91.9 300 4a1 0
466 /9.4 38q ]92 468' d5A 9Te 942 406 122 374 2BA Seb 96A 9W 25,2 185 98.6 3B/ 220 485 382 383 U
7BF 662 1/1 e4D 387 bl7 Mf 67] 379 48.8 44t 60.E 372 40.8 441 45A NO 382 441 41.6 Me 3L6 441 38.7 366 272 ut "0 349 23.3 441 311 30 20.4 441 327 Us a ? 2 U Z
W
W F 42.4 332 410 285 341 392 37.0 289 90.3 93R 923 284 245 332 28.8 280 23.6 S32 28-1 R76 21.2 33R 241 272 17.7 392 21.3 268 13.2 332 19.8 282 17.3 192 147 2Ba a O
as In 35.0 28t 3"Mo
250 250 28f 244 262 VA 201 DA 141 19A 2B1 213 TA4 17-6 291 1 A 241 il8 291 17.1 298 12A 291 146Z109F 21.6 RJO 26.1205 17A 2]0 743 201 15A 230 1B2 188 t-III F 22A 218 23.1 104 162 215 146 181 141 21a 14.9 In R O120E 17,9 167 18.2187 - 6 X
Ir `L Y
rf)
4 ry 0 0 0
TABLE 96 a z�p do
Anchor Capacity Table ANCHOR CAPACITY ADJUSTMENT FORMULA:
b3 O e�
SubaNete; 2Tt Conamte 3.5t Cane, Holm CUU....., - FOled CAfU � PT Wo00 Melel DP® ANCHOR CAP-„®,•,,,, ,
( )X ANCHOR CAP„e
Amh.
5H6•t7oo 11,4•93�co 6 WMe IW88Elm #10s1ca1 0123" 012eled MUWONCAP.,,a„°• � PRODUCT REVISED
Typo; 3l16'Bpo 111wcm tyP Eke UBzam 31fe•Boo l3aaom 94'Elm lalmoon w(GS) Sams(135) as com
Anchor COp Patterns Utrman Appm fa tmmcm Aa0m0ator sm31(ram earew US FORMULA TO OBTAIN THE°ANCHOR Pbir19 wt12t the Florida
Edge Dlaloom 6n); 1• 2-1tr r avr 3-1ty 1• 2-1/Y t• 2-1/r z• 3-tM .2• 0.46• 0.641. a3W CAPACITY REQUIRED•CORRESPONDING TO AN Building CCoodde
Smindmoni On): tau• 1-314• Ilya• 1au• r i-t/4' 1-1/4• 1-114• 1.1/4• 1-114• 1-944 . 2• ..Sate• tare• w im ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2ArcMm®0.75'Mtn.O.G 1 etendud ar Oflael alp(Fb•1k 39D Ibe 390 la 450 6u ego Wa /614 Ito T701a 2W as 954Ibs 710ID9 9741ba 661 Ibe 848Ioe Mi r. 4+2Ib3 SBO lba OPENING,WHEN IT IS LOWER THAN THE MULLION Da 5/26/2021
4 Andmm Q 1.16•M1,L O.C.f Standul(oro6ce)alp Ella.2j 480lbe 7W lb. WA NIA NM WA 3801M WA N/A NIA WA, WA 6621bs- 8851be .11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arohas®3'►01L O,G f(2)246 Mpk Cppa/(Flp,Sk 780 Bra 780 a. 6110 he 1660 0e 18M in 540 ma 560 In WA' �7801be 748 @e ,880 me 18921ba 6122. 8951m 1120 hs MULLION.IT WILL YIELD A MINIMUM ANCHOR By
3Arohon 1i90.51'MF-O-C.l V1aiN Me,-1W AWED-(FI0.4k WA WA WA WA WA WA WA WA NIA' NIA WA WA NIA NIA 050N CAPACITY WHICH MAY BE USED TO QUALIFY Miaml-D Product control
_ 1 Amloll F171p(FI9,5k 1B5 Be 1951Da 223 me 445 be B2216+ 135®3 1401ba 1771to 3701ov 1871� 332 D,s an ms 1701m 221 Ibe 280Ito ADDITIONAL ANCHOR OPTIONS FROM THE
"2 Amhara®I.IE M10.O.GI F-d 61D.ek 210 ma _3501ba WA N/A WA WA 1001ba WA N/A WA NIA WA 3411. 4421b3 SBO hs ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE 2: TABLE NOTES: 1 260' F--1.260°-�•I
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I
• S ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \1\t l 11I f
FIGURE 3: - - - -3)MUWON•AND MULLION CLIPS-SHOWN ARE N0770 SCALE.FOR DWC7DIMENSK)NS,SEE `*1 ONY LYIVIV
3260° 3.2T
. '� uCENS
P.pIGI.E SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS--- - - - - -- - - _,$�;'__ _ Q•'•.(��_
BE USED CLIP T SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ •.•�1
*t Na SB70b
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ •:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL - 1
FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %� �}.::��jL`
6063-T5 AND BE A MINIMUM OF:100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �O�'•, SATE p au
• • _ .046°THICK(18,GAUGE).STRUCTURAL STEEL TO BEAT LEAS'T.125'THK:K AND A96-ALL •100• .100• �,CC39'•• ORID►,.•'�C`�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 12S X 325•X.10T 125'X 325•X.7o0' ��i,S/ •••••• � ��
• #10 IL 912 ANCHORS INTO.WOOD MAY BE STEEL.1"S.S.OR 410 S.S. FIELD-LLIO F UNITS FACTORY-MULLEDLLIINFO uWTs '�7�NAL
• _ A.LYPIf��IIILLL P.E,
FL P.E.#58705
• "1
TABLE 10A
Mu01on Capacltj Table QbaRL1);
Opening Ygdth(farvedjmnysponuing mt10o1s)orOpening Holght(for horizottaff"pannhg mW9on5) y�
so In Lain 70n so In gab _ r. 100n 1206, twin 1601. 47• p
126 X326 Ro uagubr Traplrrbng. Ra bnadar Trnp7rdan9• Rom pl- Tnprrdang. RecMgulu Treplydmg. Reda�ryular Trep/rdaig: Recl4nq 1 TaplTron9• Rada"pubr Trap/rdano. Raalmgubr T pTibng. Reetangular Taprrrbrg. l"
L..&g Loafing loading L..& Loafing Lnadtng Loading loafing, Loadn9 Laadby ,L.p Lmdng Loading Lm&II L-dbg Loading L..&.g L4ading oyr
X.824
Alum.Tube T.-
m, • mMu9lonSa 1: & a e a s a Z wrrc
Q W
421. IT0.0 620 in.0 435 170.0 744 1764 47a 119.0 968 1170.0 606 170.0 892 170.0 613 11D.0 WS 170.0 621 170A 190 170.0 621 170.0 1409 1 170.0 621 1170.13 In 170.0 621 170.0 1983 170.0 521
461n 170,0 708 170.0 624 V0.01 850 170.0 SU 170.0 999 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 6T7 1110.0 .1117- 17D.0 ,660 170.0 1790 1n.0'SOD.1169.7-1979 170.0 680 140.6 Ion 170.01 ego I fn
N
S&Rsin 170.a 747 in.0 563 1MA 891 MI) 631 170.0 1048 1T0.0 684 1710 11% 170.0 723 170.0 1345 1710 747 170.0 '7A94 170.0 ?SS 1710 1793 tM0 756 1.626 1S" 170.0 756 1336 1671 170.0 756 LL
Wln 170.0 797 1n.0 612 1T0.0 966 i70.0 691 170.0 1116 117Q,D 1 764 170A 1275 170.0 SOS 170.0 1134 170,a 637 170.0 1594 J70.01 856 156.4 1769 170.01'.861 1134.1 1/69 1760 881 117.9 1759 170.0 681 W O$ IA
a In w
601. 47DA 686 170.0 701 1J0.0 1063 170.0 797 170.0 12d0 170.0 070 170.0 t417 170.0 sm 16L1 1611 1n.0 996 115A 1511 170.0 1033 120.8 1511 170.0 1063 10,6 1611 170.0 ID63 90.6 1511 170.0 1063 E_-' U m ('
63In f70.0 930 170.0 745 170.0 1110 1n.0 850 170.0 1302 170.0 940 158.E 1370 170.0 1016 1392 1370 170.0 1075 125.3 t370 164.0 IM2 104.4 1370 155.9 1072 B9.6 1370 1653 107D 70.3 1370 195.3 1070 -2 W Z
IL
961n 170.0 974 In.0 T89 170.0 1169 t70.0 903 155.6 1248 170.0 1002 1361 me 16a8 1013 121.1 1248 147.1 1003 1089 1248 139.0 389 90.0 1248 130.1 97B 77.8 1218 128.0 976 60.1 1248 779.0 076 Z N i �• _
j 121n 167.0 1048 170.0 078 139.9 1049 tM 2 892 119.9 1949 132.1 876 184.9 104E 119.1 860 932 1049 109.7 646 839 1049 102.7 833 69.0 1049 243 80 59.3 1049 91.2 820 62.4 1049 SiA 820 W O
0 761. far 041 1491 R2 1189 S41 t&B 806 101.9 541 1111 791 892 941 100.0 T17 79.3 941 91.7 766 71.4 941 85.6 761 69.6 941 77.6 744 51.D 941 74.0 737 44.6 341 73.3 n6
9 rain 132.0 894 137.6 783 119.0 n4 I1G.9 767 94.3 SU IVA 753 S26 894 91.9 740 73.3 694 94.1 nO 66.0 B9d 70.3 721 65.0 094 n.7 707 47.1 B94 67.0 701 41.3 a94 68.1 699 I�
90 in 85.9 671 Sal S98 71.6 671 74.9 US 61A 671 65.3 575 637 071 fi62 666 47.7 671 629 656 43.0 871 48.8 651 35.0 671 43.1 639 30.7 871 39.7 531 26.9 Ul 37.9 52S 2 Z CR Q N C79
96 in 70.0 690 728 527 99.0 690 61A 51a 50.6 680 53.4 W9 443 690 47.6 602 313 590 43A 494 39.4 690 395 492 29.6 690 34.7 VT 253 6N 316 469 221 690 29.8 454 Ia- X 0Z rO a3
IM In 49.7 466 60.8 421 41A 466 42.6 414 365 486 37.1 406 31.1 465 32.9 102 27.6 466 29.7 3B6 24.9 Opp 27.1 331 20.7 168 2].fi 362 178 166 212 376 16.5 466 19.6 370 a to in� �O,�O
1111n 45.5 441 46.1 400 3a2 I41 333 397 32.7 441 34.1 387 26.6 441 30.3 3g2 26A N7 272 376 229 (fit 269 3T2 19.1 /11 27.5 367 16A 4/1 19.3 356 14.3 441 11.6 361 W L+7
1201n Sa.] 978 3fi9 ?4d 301 378 31.0 339 26.g J7B 26.E 37d 22.7 3n 23.7 329 20.1 3Ta 213 326 18.1 3TB 195 Ili 16.1 3)B 1B7 3N ® X
iM in 21.0 262 212 242 17.5 282 17.0 239 16.0 262 16.3 Td6 ~ N
r, ¢ Z O O
�$ O O
TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: O
Anchor Capacity Table,(lb.)
Sua3lnle: 27a lbren3e sek cant. No10w1114u _ FIRed C4/0 FTwmd Mad (ppw)X(,ANCHOR CAP.,,,,,,,,, ANCHOR CAP.- p
Site Elm - 114•SS qca 6rta 67eo v496 qco na stad m2stxl itizsmd MULLION CAP.,�,,,,,a PRODUCT REVISED
Arlcha Typo 9118'ew Utlam v4 geounraeon Wtmcon 3fl6•gco ulrxm vt•,Eto Un=On Ag9re0dcr Wlrarm Agpre09da Saen(05)Scr= Scr411(05) USETHIS FORMULATOOBTAIN THE'ANCHOR as eompl=with the Florida
Anchor Clip Pattama CCoodd
Ea Ostame on 1' 247 1' 2-v2' 111. i' 2-1r7 1' .2-v7 T 34M' 2' 0,46• 0.54 0.w CAPACITY REQUIRED"CORRESPONDINGTOAN Building e
Emb50naa n" I-w 1.114• I-W4' 14'4 2- 1-1M' 1-1H' 1414' 1-114' 1.114. 1-v4 2 1.318• "ar 13496 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. '17-0630.0'1
2 Ann-@4.79•Mut O.C.IStamad or011sel Cup(Fl95) 3909» s9D 09 45009 890 b3 1644 ins. 27D g9 2B01D8 354Ibs' -740Ita Sid lbs 6W me B46 On 341103 44209 66098 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 5/26/2021
4 Andras 01.16•Min O.0/91a1daSi(aT obaq WO(Rg 2y 1B0ID1 700 Da WA WA WA •NIA SW 99 WA WA - MIA WA WA 682bs 885 bs 1120 ga CAPACITY(FROM THE TABLE)OF THE SELECTED
4A2ma,@3•MIn.0,4 DIe r(42,5AnC0pa7(rIS4 780 ba 7809m 6806s 150 Ibs 18M ins 640 DS 5601ts �WA. 760 Us �743IDS 86T hs 1692 MS 692MS 805 fin liMMS MULLION.IT WILL YIELD A MINIMUM ANCHOR By
3Ancbaa®0.64'Mk%O.C.I u,-,A IMo.100'Alum(Flg 4T1 NIA WA NLA WA WA WA WA NIA WA NIA WA.- WA NIA. WA 9502. CAPACITYWHICH MAYBE USED TO QUALIFY Nllami-0a Pro Gontro
1 Amhor/F121p(Rp.41 186 b3 19561 225 b9 446 bs 8221m 13S b9 14D IDS In Ib3 3701I9 1871- 332W 473 ins 1701be 2219a 28D 09 ADDITIONA.L ANCHOR OPTIONS FROM THE
2Aneram®1,18'Mln O.C/F-CAp NO 65 350Ion_ WA NIA N/A WA tOD bn WA WA WA WA WA 94163 442169 86D B47 ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE 2: TABLE NOTES: -
t26O' 1260'
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION I
• • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. v1 y 111 i 171),�
i
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT--TO SCALE FOR EXACT DIMENSIONS,SEE• __
ANGLE SHEETS 21-23-HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 32 - 3.250'• - --- - __ _•,<SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.CLIP MUST ko,1i8705
BE USEDW PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL jFIGURE4: FIGURE 5: FIGURE6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE'" 4• I
6063•T5 AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND �� 0
• . Ll
045-THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125'THICKAND A36.AUL ��4�5''•F�ORIDP..•'\?�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125'X 3.25"X.624• 125•X 3.2591X.824' S FJ
• #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FOR MULLION FOR "?�``
FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MINE R,P.E.
•
FL P.E.#58705
TABLE 11A mK 44
-Mulllon Capacity Table Pa513) 0S
Cpanhlg VAM(klrwAltalyspaminOm116ons)orOpenMg HolgM(rorhodzortaDyspanr&VmWfiom) L' Q
60 in W in 70 n 90 in "in 100 In 120 in 140 in ISO in exit'Q. O
1251r394a
Tray7r'vi9_ R�IangWar Tmflimq. Raoangda Top?ris9. lbow9Ylar TreplTdm9 R. njdu Trap/Tn'an9. Ran.Nul' Tr.p7fd0rp- Re.UMla TropTr6n9. RoctmSdar Tra rd.O- Ractangd. Trap/Tdilm 5
-x 3. L..ding Lm&V Loafing f0ading Lradfn9 Waning Laadn9 L4.d.9 Loading L..f g Lmdng L-fing L4adng Laadng Laafmg L®ding Loading
Alum.'Nhaz .s a C ,. ,: 9 L• •- ,e A .^ 8
MVlnon ��. a :€ g2 1a A ' 4 �, wo SaG 9 u n c .1. ` m rr :- �& '9" U fa &� 3@ E �'; �� A �& f€ � sus s s� �� 1A is i� t; 12 fz 1g fa s@ �c 0 w421n 170.0 436 I74D 744 170.0 478 17P.0 06e 170.0 505 170.9 992 170-0 519 170.0 1118 170.0 621 .170.0 1240 110.0 521 lM-O UW 170.0 521 170.0 1735 170.0 521 1T0.0 ISM 170.0 521 W J U)
43In 170.6 TOO 110.0 624 1741 850 170.0 5U 170.0 992 170.0 630 170.0 113] 170.0 051 170.0 1276 179.0 en 170.0 1417 170.0 WO 170.a 1700 1740 WO 170.0 IN3 ITOA 980 ITO.D 22S7 170-0 680 C J 03
S0.CL6 m 170.0 74T IWO 60 1T&0 W6 170.0 631 170.0 lea 170.0 "684 .IMO 1196 170.0 7M 170.0 -1346 1TIL0 T4T .170.0 14S4 1TD.0 T59 179.0 1793 174-0 756 170.0 2092 170.0 NO 170.0 2391 170.0 766 0
TL �$ F
541n 170.0 797 170A 612 170-0 958 170.0 651 170,0 1115 1740 754 I70.0 1275 1T0-0 W3 170.0 14U 170.0 837 170.0 .1694] 170.0 856 170.0 1913 n4D W1 174o 2231 Ina 861 180.2 2403 1T0.0 851 � LU m Q N
60 in 170.0 9e5 170.0 701 170.0 1063 170.0 797 170.0 1240 170A 878 17D.e 1417 170.0 9d4 170.0 15M 170.0 990 ITO.0 Am 170.0 1233 170.0 2125 170.0 100 U&7 2163 170.0 1063 72&O 2163 170.0 100 Q F U amp 0
631n 170.0 930 170.0 746 170.0 1116 170.0 060' 170.0 1302 170.0 !4a 170.0 14W 170.0 16% 170.0 IE73 Imo 1076 170.0 less 170.0 1122 156.9 2060 170.0 1169 134.5 206D 170.0 1171 117.7 2080 MA 1171 � W Z
c66 In 170.0 974 170.0 783 170.D JIGS 170.0 903 170.0 1364 110.0 1002 170.1 156e 170.9 1086 170A 17lS 170.0 1155 1T0.0 '19/B 1740 T110 U7.0 19W 170.0 1276 1226. 1Wfi 170D 1288 l0i_2 t966 170A 12W Z Z Cl) _
m
J 721n 1T0.0 1063 170.0 BR 1T40 1275 1T0.P 1009 114s UW 170.0 1126 1740 7700 170.0 1279 1511 iB/ 170A U15 1W] 1734 1649 UB6 7156 1T74 16S! 136t 99.1 1734 150A 1362 B&7 1731 Ib01 1352 W JI"T
T610 1T&0 1122 170A 43T 17&0 Ud6 174g 1080 1W3 155g 1740 1209 147A 1666 112 [1'.4
1]L7 1556 16L5 1266 1179 1556 f41.3 1751 9&3 1668 720.3 12M, 042 1556 1223 1219 73.7 1556 1212 1216 .�711 Z
79 J. 170.0 1161 170.0 967 170.0 1381 170.0 Ills 1559 1477 1693 1245 138A 14T7 121.2 147T 139.1 t2W 1W.1 1477 12&5 11l1 MS 14T7 116.9 1169 T79 UT7 IIDA 1168 W2 1477 1093 1164
g _ Z I-- `--901. 1420 1110 1465 9I6 113A 1110 123.9 9W 101.6 JIM 1073 S61 BBA 1110 T&9 Ills as 922 7t o ma 8-7 .910. 592 1110 71.3 '691 60.7 Ills 66.8. 070 MA 1110 62.7 6n ZWin117.0 975 1203 572 97.5 976 101S BSB &3.8 975 8&3 842 732 975 66.0 975 711 Oil 6&5 975 66A W7 4&8 275 57A 7E! 413 975 523 77S 36.9 9n6 49.3 767 6, QXZ
8n 022 T/1 e4.0 696 6B.5 7T1 T0.7 686 W.1 771 613 614 51.4 771 dS.T _I 49.0 855 411 771 44,9 617 34.3 771 78.9 e315.7 771 32A 612HIII in 15J T30 77-3 fiA1 63.1 730 65.0 650 64.1 730 563 640 q.7 730 42.1 A0 45.0 1. ]T.B ]30 41.1 6H 315 T30 ]6.6 600 77.0 T30 319 W9 737 T97 29.5 601 W pj
1ZOIn 599 G24 61-0 569 4&9 624 612 660 -02.8 624 I4.3 662 97.6 67A 373 624 3&3 637 3&0 674 Y1.2 631 80 fi21 27.7 619 21.4 62/ 2A6 W9 1&T VA 22A Sol ® N3d7 433 ]5.1 4W 28,9 U9 29A 305 24.8 433 2SA 390 21.7 433 1.1 43] 9.0 381 17.3 473 181 3T6 C.) N Q O O
Q Z
a �O.u1
TABLE LIB AnchorGapacity Table Qbs) ,_ ANCHOR CAPACITY ADJUSTMENT FORMULA: v -
su1sna 27k rdcnYe 0.5k cone.I Hdron CMU FWWCMU PTWmd Meta ANCHOR CAP.,,,,,,,,,
(DF�)X( )=ANCHOR CAP-,
579•El. V4'SSE9cD s1SEta TWS59to MSeed #12Std rl2 Steed MULLION CAP.,e,,,,, PRODUCT REVISED
AncDar type 1n6•Elco uersm vP Emo URrum BIt6.al U_m V4•E9c6U0rac0n (05) (c36) USE THIS FORMULA TO OBTAIN THEYWCHOR P�d9
AnehorCOp Patteme Umacm AggreGalOr ulo-4tm Ag1leGaa s4IM(06)env serer os eom 1 n with the Florida
Edge DsWrce On 1' 2-v2 1•' 2-v2 sva• 1• 2•117 1' 2-VT r. 3-1/8• 2' 0.48' D.sr 0.BF CAPACITY REQUIRED"CORRESPONDING TO AN Building o a
Erpoeonmt n ta/a• 1 ve Ia/a• 1ar4• 2• 1-v4• 1-vr I-lr4• 1-vm l-fraT 1-vr 2 1.36' lye' vales ACTUAL PRESSURE REQUIREMENT'FOR THE NOA-No. 17-0630.01
2 Anth-@IL75•MWn O.C.I Snn0a6 ROI6e1 goCRa 1T MOW! 390 Dte 450 In WDItn I&Wfte 270 rot 290 Im 354 Rs 7401W W4IM 664m 6Oa 3412s 4421Da 560 Im OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0 5/2 612 0 21
4 Archon®1.15•M9L O.0 I sra=d(a Me)CUP(Fg.4 4W IDS 7002. WA WA N01 NIA 3801r4 WA WA WA WA WA 6821M E86lte 112I Im CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arctom®TMITL O.C/(42t5ArgleCfipl)0943l 78D m! 780811 690 an "SO1M 18%1b9 540IO! 5W 2a N/A 79 7481tu e602s 18921h. W216s 885ma 1120 lb8 MULLION,IT WILL YIELD A MINIMUM ANCHOR By
4Arrllon®0.64'MM.O.C./U4Igk tnto.100•mm ft 4) WA WA NIA WA WA NIA WA WA r WA WA WA WA WA WA 1267 W1 CAPACITY WHICH MAY BE USED TO QUALIFY Miem Da Product Control
l ArxInr/FL2p( -5j 195 Jos 1959. 225 BI3 4451m 822 me -135ms 14D ins.177ms, 370Im IB7 a. 3322s 4731a 170 n1s 221 ms 2AOIls ADDITIONAL ANCHOR OPTIONS FROM THE
-- 2Antrm®1.I&MMO.CJF4Ap(Rg.6j _240M _350 me_ NIA WA NIA WA 190103 1UA WA NIA WA WA gat m5 d•Q 86 5601re ANCHOR CAPACITY-TABLE.
FIGURE I: FIGURE 2: TA13LE NOTES:
• • , 0 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 `.�`` ,LY
FIGURE 3: -- --- s-- - - -�------ -- -- ----- -- - -- -- �� JIQ,,....YNA(
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE- - -- 3•�� - -- -- -- - --`` 'V.=_LLCENS /'
ANGLE !� R•'•:`C-- - -
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q•: •.F�
0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *: 1V0.5870.5
IN PAIRS. 4)SUBSTRATES:CONCRETE'SHALL CONFORM TO ACI S01 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL v- �
FIGURE 4: FIGURE 5: FIGURE 6: ��O ATE
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE �4,
6063-TS AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND p
.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL
S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCR THREADS BEYOND THE MATERIAL ��SCREW /
#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S,S. 1.25•X 3.94'X.624• A tO N MLIWEk,P.E.
•
MULLION FL P.E.#68705
TABLEI2A �
Mullion Capacity Table b -
OpeningWidthNr wrbcDOy�sparuirg mullions)or Opening Height(for hodwrialyspaMrg mullons)
Go in 60in 701n 00 in Bo In lo0N 120 in .. - 140 In 160in g� a
Rec>anpular 7teprilieng. Pzda guiar TMpridarm• llmlaipna Tre�mlariD. RecMt4pler TraMdanB• Rectmgdv 7YgdTdanp. F2e0Nmaer T¢plBlag. Neetanputnr TrL dory} Pectenpular TraplTdeng Reehngdrr T pRtianp. o
2 x 4 x 26 Lendcm Mang Lwdng Lavdng Load 9 LOadng Lnedim wadm lmdig.. L-44_ L0edn0 Lwdng_; to4dnp .:Laadrm Loadn9 I•offilm Leaft L-ft 'Le
Alum.Tube d. r k' r b' �: a.. �, �, r r g .. oY04
D
Mullen
eg i r 5$ a a s v c�
� � � � � a g � � � � 1 z 09 • W
Z W
QIn 1700 SM 17a0 435 170.0 7" 1ro.0 478 170.0 868 170.0 506 170.0 992 170.0 518 170.0 Ilia 170.0 621 17D,0 1240 17a0 S21 170.0 14m 170.0 321 1ro.0 1739 1ro.0 6z1 170.0 1983 iR0 521 g O _
48In 1R0 708 170.0 524 170.0 850 I-Mo U4 110.0 992 170-0 630 1R0 iln 170.0 681 170.0 1275 17aO 677 170.0 1417 1ro.0 680 '170.0 1700 170.0 WO 170.0 1993 170.0 680 170.0 2267 IMO 00 •Jj N
50.625In 170.0 741 170.0 SB3 1.A 898 1NA 831 1-.0 1- 1-0 684 1R0 1195 170.0 723 170.0 1346 170.0� 747 170.0 It" 1RD 758 170.0 1TM 110.0 766 170.0 2092 1R0 756 170.0 2391 1R0 7W F = yz
641n 170A 797 1ro.0 812 IM.0 SM 1R0 fiat 170.0 1116 17no 754 1TO.0 1275 170.0 am 170.0 1434 1R0 837 170.0 1094 1R0 859 170.0 1913 1ro.0 !d1 1ro.0 2231 1R0 681 170.0 265a 1ro.0 -BB1
2 F
60 in 170.0 US 170.0 701 170.0 1063 170.0 79T 170.0 1240 170.0 078 170.0 1417 170.0 8N 170.D 1584 170.0 age 170.0 1771 1R0 1 31 170.0 2126 170.0 1063 170.0 2479 170.0 1053 ISMS 26M 1R0 lM3 � � 07 W
53 in 170D 930 1700 745 170-0 1116 170.0 360 170.0 170 110.0 940 170.0 1488 170.0 1915 1R0 1674 1R0 IW8 170.0 la59 1R0 I= 1R0 2MI 170.0 1t69 166.7 25M 170.0 1171 1l8.9 2663 170.0 1171 QQ ~ co Z
66N 170,0 974 170.0 7B8 170,0 1169 170.0 803 170.0 1364 1ro.0 1002 170.0 ISM 170.0 ION 1TDA 1153 170.0 1155 1ro.0 1840 iRD 1210 170.0 2339 17ap 1278 151A 2437 17p.0 i7Ba 132p 2137 1700 1288 Z j g m =
721n 1709 1 1063 1170.0 678 170.0 1275 170.0 1009 170.0 1435 170.0 1125 IRO IMMO 170.0 1226 17MO 1913 170.0 1315 170.0 2t25 170.0 1387 143.6 2184 17a0 14M 124.3 2184 170.0 1528 1092 2184 170.0 1530 '6 in E(„)
76In 170.0 1122 170.0 937 170.0 1340 1R0 1080 170.0 1570 170.0 1209 170.0 1714 170.0 I= 1611 ISM IRO 14Z 148.6 1960 170.0 1595 727.8 1830 .181.8 1548 1001 1880 154.0 1535 929 19W 1527 1571 a � EL�° j �Z
5 7alt 170.0 1151 170.0 867 170.0 11181 170A 1116 170.0 1611 1R0 1250 170.0 1542 170.0 13W 1527 1061 17U.0 1474 137A 1 ) 1611 15M 114.5 1661 147.3 1473 982 188) 132.6 1459 85.9 1861 137.6 1454 to !A r
J a-
90N 170.0 1328 170.0 11N 149.1 1398 1500 1210 127.9 1300 170.0 1198 111.E 1389'.121,3 1178 88:4 -1388 1102 1182 88.5 13 G 101.E 1/47 74A 7398 89.8 1772 67.8 1388 et27 1105 65s 17W roS f099 Z Z J Q pt CD
68 in 147.4 1227 151.5 109a 1=3 1229 127.8 1078 1059 1229 1112 Joel 92 1228 81L9 104{ B1A 1229 89.6 1029 T17 172Q 62A 1018 61A 1228 722 B93 52.7 1229 65,9 077 48.1 1720 62.1 987 �, F 5tl1Z 2
IW N 107.E WI f05.0 8T7 003 B71 89.D 662 74.0 B71 T72 849 64,7 8T1 Ba.t 0.17 67,6 971 61.6 e?6 61.0 971 56A 816 !31 871 48.0 788 37.0 071 44.0 782 324 971 40,0 771 a N H o0 8
111 N 804 919 97.3 872 79.5 919 61.9 619 68.1 919 ro.B we 59. BIB 62B 794 63.0 919 55.7 764 47.7 818j 51.8 774 39.7 018 44.8 768 31.1 919 402 74a Z9.8 [N9 37.1 T32 X
120In 75A 7a8 700 7fa 629 789 64.5 705 53.2 786 55.0 595 472 78fi /8A 6E8 41.9 706 44.4 W 37.7 796 40.5 ON 31.5 705 349 03 27.0 706 31.0 641 23.0 786 26A W1 0 Ir cn N
t44 N 47.7 5/6 442 604 a6{ a46 3Y.0 488 31.2 6W 31.9 491 27.3 546 2a.2 4>La 21 546 26J '479 21,5' 54a 22B 474 162 64B 10.6 484: 15.8 546 172 465 13.7 516 158 44a U N Q O O
TABLE 12B _ Z
�• - � _ ANCHOR CAPACITY ADJUSTMENT FORMULA: � �$ m0�
AnchorCapa Table be - - ANCHOR CAP.,,,,„„ pp A � ��mQ.
Su'wlmt 27k 0-rete 15k Cone. Ht6w CdU FIMCMU:,.. :.FT Wm0 Mad (DP-)X( )=ANCHOR CAP- U
5'16 Fero Y4•SS El=SMG-Eko 11C SS 9eo :lo sfem tgsteei MI2 Steel MULLION CAP.,,v.,,,
Ancnr Type 3118'MCO Umecm V4'Ek0 Ulamon "6*" 1t6•EIco UDam v4-E1co UK--�. � Oaracm AggROarr scree(GS)scle.f85) 9c1er(G� USE THIS FORMULATO OBTAIN THE ANCHOR PRODUCT REVISED
AnchorCOp Patt6lnc Ut-
Eape ofsrarce Ook /• 2-v2' 1• 2-1/2' see• r 2-vz t• a-vz z see'. z OA8• 0.54: 0.32C CAPACITY REQUIRED'CORRESPONDING TO AN as complying with th•Florida
FJtlbednalt Ony I V 514•4' 1 1-814• I-W 2• 1-114• 141X 1.114- &1-W 1-114' 1414- z �tare• tab vanes ACTUAL PRESSURE REQUIREMENT FOR THE OA-Ng Code
2Ancinis®4.7.7 MIR D.C./Slaida6 oroewlL9p ffm t42y 3W bs 390 is 4501os e001a 1644 ft 270 bs 2m bs 9540» •7401a1 974 NS 694 R. 114a tos Gilles 442 to 560 fm OPENING,WHEN IT IS LOWER THAN THE MULUO NOA�Io. 17-0630.01
-TI4 Arcna9®2.Sr Min O.a I stalaam(nr�)CV(R9 3) 740 b5 740 M 630 N 1415 as 14 4 bs NIA 560 ba NIA 6951L1 WA am mw- WA W2 bs BW Re T on CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Palo OS126/2021
a Arclxrs Q 1.71•MIA aC ISIat�te(or=.gClp pa94y 8S611s oa 758 Ibs imms WA WA 7050S NIA 7991G1 WA WA WA ID221M 13a7104 1680 is MUWON.IT WILL YIELD A MINIMUM ANCHOR
4Arcmn®3MIn,U0.1(2)2r5 Angle tips I(fig 5y nolts 0a mom IBMM6 180605 � 56)is WA 7901bs 748 N5 am Ih+ lam<s E82Ms 885 b3 11232. CAPACITY WHICH MAY BE USED TO QUALIFY By
SAW .11•MN.O.QI�2t5Al9ieq¢u/(Rg ey tiro ba 11Mlla 1020 b5 2340 OM 264 bS 840 as WA 114D OSt 1122bs 1320ibs 2899®' V2211s 13VOn 1683� ADDITIONAL ANCHOR OPTIONS FROM THE Miam �d ProduM Control
SArcMrs gJ.34•MIn.O.C.7 U-CBp,100.125'Ak-ft 7Y NU WA NIA WA WA NIA WA WA WA NIA WA" WA WAg�W:A:A 1073 ANCHOR CAPACITYTABLE.
6ARMa�0.6PMN.O.C./UCfip Ni0.125'Phmt.(Fm.-By NIA - tyA-- -WA _ WA _NIA _ NM WA WA WA NIA WA WA NIA 2I ba2AwloM®266 M RONF ylg Oy370 bs 970� S1 S 1sWA 341 as R4 560 a63ArMran0I.71'MIn.D.C./FC11"-1M 443bs 525 is SM Ns 973Ile NIA N/A 85310s WA Mile NIA WA WA 511 bsN 840101
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 I: FIGURE2: FIGURE 3: FIGURE 4: 2.000•
TABLE NOTES:
II1111
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR N
`�+\% `(LYNiy /'
- GENERAL INSTALLATION METHODS. _ , ap ,,,...•,•
FIGURE 6: FIGURE6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE Q';' •,�
• • • • • • • • - .250• 4.000• `*; No.58705 `
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.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
• • LOCATIONS.
%O ST TEO 1 ,.��
FIGURE 7: FIGURES: FIGURES; FIGURE 10: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO-ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ''n ,c ��
ANGLE S& CMU)SHALL CONFORM TO ASTM 0-00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ��Ct`�I'•.�jRIDA,,'G�Z�
•. • • • (FIGUR
MUST BE USED - ALUMINUM SHALL BE 6063-75 AND BE A MIMMUM OF.125•THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 T X4•X 25'MULLION
IN PAIRS,
GAUGE).STRUCTURAL STEEL TO BEAT LEA37;.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LWIN 10110121IL9,P.E.
THREADS BEYOND THE MATERIAL:#70 8..#12'ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705
TABLE13A
Muffian Capacity Table 'ff?)Opening tNicith(for w9ca"perrtrlg mlIIians)or Oparithg Hgjght(W hmiaorU vpsrrinq mdtaro) A ,xSRFS
SO In 60 in 70M e0 hr., f; SOIn t001m 1ZU In 140In IRON r`• 2�.
Reew-aAr T-01h 1> dn9 erg. R brQw. Trep/iden9. Reet--der Tmp]7daig, nl.len9t/nr TmplTden9 Reetmlgda Tiepl7dag Ree{an9dar 7rapiMaq. Ree�gder II-Pmden9. Radagder TMWTdan9, R-Wwla Ti�/7dea9. A O
2xsz.25 L.adn9 oe Loedna to3dn9 LmdnS U drq toaft taedina Lonam {oa31g LcadM L-9ft: L=ft Lmdna Loadn9 LnedM9 tcadea tmdnp 7
Alurm Tube y y.
Mullion Tim!
, g G g, a a,v R c a 1R 8 8< c� i�9 c$i r� u S 3 a8 8 6 $ �� Is
f e s� � sib i s `� - � �_� G � s� a� is05
04
� "e �� �rc a� s z� �� �rc �� �� �� a f� � rc �� s'� c� � �� a �& U r1j
Min 110.0 820 170.0 435 170.0 T44 17a0 479 1T40 968 170.0 So9 470,0 B82 170.0 510 17ao 1118 170.0 521 iZ0.0 12/0 170.0;521: 170.0 1438 170.a 521 170.0 173E 170.0 821 170.0 1983 IM mi m p W
2
48M ilea Toe tmo S2d iro.0 e50 170.0 884 170,0 89z iro.0 630 170.0 1193 170.0 6B1 170.0 1275 170-0 BT7 "170.0 1417 iroA eao 17'0.0 t7U0 170.0 flea 170.0 1983 f70.0 See ma z28T 170.0 we a� J [A
0 50,(;Zs In fl0.0 747 170.0 583 170.0 BIB 170.0 631 170.0 1646 170.0 654 170.0 1195 17a0 723 170.0 1345 17a0 747 170.0 1404 170.0 7s6 170.0 1703 170.0 Ise 170.0 2a82 Inn 758 170.0 2t81 170.0 75B W
�a 2 b4ln 170.0 78T 17a0 812 170.0 856 170,0 891 17Q0 11/8 170.0 754 110.0 1275 170.0 BM 170.0 1434 17aa 83T 170.0 f6B4 170.0 858' 170.D 1913 170.0 881 170.0 2231 17D.a B81 170.0 2550 f7a0 Bet W o t"
BO Sr 170.0 88S 170.0 701 170.0 1083 170.0 797 770.D 7240 l70A 875 170.0 1417 770.0 9H 170.0 1564 170.0 998 00,0 1771 170•U 1033 Val) 2125 170.0,ion 770.D 2478 170.0 1063 17a0 2833 170.0 1083 Im
LLI
1LI
631n 170.0 1f30 170.0 745 170.0 11% 170-0 850 170.0 1302 470.0 9f0 170.0 1488 17D.0 1015 170.0 1673 11111 INS 170.0 I 170.0 1122 1740 2231 170.0 11e84 170.0 ZM 170.0 1171 170.0 2075 170.0 1171 g Z
x 88M 170.0 %! 170,0 789 170.0 1168 170.0 90:1 170.a 1384 170.0 1002 170.0 1558 170.0 1008 IX0 1763 170.0 1155 470.0 1948 170.0 12% 170.0 2336 170.0 1275 170.0 2727 170.0 1295 170.0 3tf7 170.0 1280 y C 72M 170.0 1083 17Q0 87B 1T0.0 1275 170.0 1008 f74D Y488 f70.0 1128 170.0 1700 1740 122e 170.0 1913 17QD 1315 170.0 2125 17a0 13% 170.0 255D 17a.0 1{88 17a0 29T5 17D.D 1529 170.0 $400 f7a0 1530 W z n U
d 76M 170A 1122 170.0 937 170.0 134E 170.0 1080 1740 1470 17D.0 1209 170.0 17B4 170.0 4322 iro.0 "IS 170.0 1421 17a-0 Z143 170.0 15% 110.0 23M 170.0 16M IM.0 3140 170.0 1694 170.0 We 170.0 1705 a J IL ° a:0
78M 1T0.0 1151 170.0 067 170.0 1381 t70.0 1118 1700 1611 170.D 1250r17D.0 1842 170.0 1369 f70.0 2072 170.0 1474 170.0 2302 170.0 1564 1'0,0 Z/63 170.0 1700 170.0 =3 170.0 1777 t70.0 3683 170.0 1796 j ¢
90M 170.0 1328 170.0 11M 170.0 168{ 170.0 1328 170.0 1069 17a.0 14ae 2125 170.0 1653 170.0 2391 170.0 1793 170.0M2095
918 170.0 3163 170A 2125 15a0 34f3 170.0 2273 1389 3413 1T0.0 2361
981t 170.0 1417 170.0 1732 1T0.0 1T00 170.0 1434 17D.0 1B9i 170.0 18a 2287 iR0 1784 (70A 25M 170.0 I= 170.0 095 16a0 31D9 170.a 2738 t17.1 3199 tfiB.e 247a 120.0 318E f58.1 2428y as n t70.0 159{ 170.0 t409 iTO.o 1913 iro-0 16/7 170.0 12:i1 tT0.0 1870 15501T0,0 ?dro 191.8 27B1 170.0 2171 1483 333 123,9 2ro1 f40.4 228f 109,9 2781 125.8 2234 a2.7 2781 Ile.0 2180 n U wIII In 170.0 ;GIB 170,D 1451 1111 11 170-0 1fi0 170.a 2283 17a0 1832 2B3'I 170,0 2118 151.8 2832 182.9 2245 136.8 16 113.8 2a12 128.4 2188 %.8 2832 115.1 2128 854 ?,63Z 108.3 2088 N4N
201n170. 1771170.01580 1ro.0 2125 170.0 1B5B 154-4 2252 15aB 1991 2752 141.4
IBM 120.1 2262 1272 038 108.1 915 Bat 2252 98.8 1672 77.2 2252 86.9 1838 87.8 2252 81A 1606 ® <nt44In 125.1 15N f25.8 1445 704.3 I361 108.1 1425 8a4 1564 91-5 1407 75.2, f564 80,7'; f380 ms 1564 _72:3 13.73- `626 5E 821 1561 58.0 I= 44.7 1581 4B2 1305 39.1 1581 M.4 1283 U X Q
TABLE 13B v <
An e w 2_ co
ANCHOR CAPACITY ADJUSTMENT FORMULA: €0
.: mY•O�,^;
svwbam 23KC...w ehexmnp. Table 169 Htlb4Cldu.. CHORCAP,
5/fe Eke - FNeO CMt3 PTKbod Melat (DP_)X(_AN )=ANCHOR CAP,,
Amher - _ 1w•ssElnp Si-VEl.. va•ssEkp 1flos�d at2sted a1251ed MULLIONCAP. PRODUCT REVISED
type 311b'Floe Ultruom 1IC'Eoo Umrcon, 9118'Elea Ulaecon 1/4 E1pe IlY on 9GSS E" 119taeon A-SS Ek- 8le "d S4mw(G5) strew(t1s) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Anchor CUP Patterns u,Iir .. A
EdOe DBDnee(nk i' bt/1• 1' 2-12• 3-178• I. 2-12' as eomplylne wikh the Florida
:f• .-z-fm =• r 3fre• r o.aa• oba• 0.324• CAPACITY REQUIRED,CORRESPONDING TO AN Buiidirrg Codo Embedmevl T 1a/a• taw• law• 1.3/4• 21 1-1/4•� 1-1/4' - }Y14'- -1-v4• sv4• 1-1/4' r I 131W I 1a/E• ledee ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2A.b-04.75"MIn,D.C.lSmnderoaorset Lap(F1p.482): 3902s 3901b. 45Dtfb BBO1be 16441oe 27029 28011e 3lialbs 7401b. 3741 68'FW SOW 341 Me :442ibe WD)bs OPENING,WHEN IT IS LOWER THAN THE MULLION
aAncwre0486M4to.C1lsMndad(aQfbst)C0p(Flo,3): 7809m 76o1b. 90DIN 1780Im 3232In 540am 660It. 7o8nm 140� 7481a 1272Itu,- /B021b3 882Me .8851hn .,112Dme CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date05i2612021
eAIM!L71"Min O.G/StenWd(or Met)CIip¢Ip.4k 1180rm uou IDS I=tbs 258516s WA WA 04D lbe NIA 70E5 me WA , WA WA 13851� -17701Da 22401be MULLION.IT WILL YIELDAMINIMUM ANCHOR By
4 AtOM f$3•Mtn O.C./(2)245 A0nk Ope r ft.Bg 501b 7Ba an 68016e t5601hv 18961be 510 Me 5801b8 WA- 7601tm ',748I '88a IW,' 1B92 ft 8821ba. W51bs. 11201 CAPACITY WHICH MAY BE USED TO QUALIFY Mlam do dact Control
8 Anetlore 1•N.O.C.f(2)Dry An91.Crph/ft.file 1seD the t5601hv t3Ea me M20Im s792 un toeD IDe 1t2o Ice NIA 152a Iln'. ueB ttm to 3re41hs 1383�' mo a. 2z4o the ADDITIONAL ANCHOR OPTIONS FROM THE- - - -- 12 An.haa 4y15:Mie O.C./(2)Dts Anak.(21pa l.ffla.7k-IWDlb0 21001he _1440.9n 37801b. WA WA 13M Ibs WA 15001b N/ I WA WA 2D45 me 2ri84ibe 3W Ibe ANCHOR CAPACITY TABLE.
4 Amhors 154.'Min.O,c 111C4P.M1e.125•ANm.OtB By WA WA WA -- WA WA WA WA - WA'"' :WA W 1- -'WAS'- - WA' -',WA�- _NIA`= -14301be -
B Archae®0.%'t41n.O.G.l UC4'p,MIp.125"Alum.079.88 WA WA WA WA Wq WA WA WAS...: WA 'W,� WA WA WA WA 2E81@e F�---2000"-•-I
2Ancbas 0 4.8a•Mln.O.CI F{�DaD•fel 9901ba 390 ma 4•A IDe 980 ma 1818 ms 270 me 280 Poe 364 0a 740IM 974 h 6981b . • 9481be :9{i Ibs K21tr $60 2a
4AnctoQ 1.71-me.O.ClF p(Fo.I pf Soo iba I Ton lea I SDBIbe 129E the WA W- 470 Be W 1De A M3 WA WA WA 6821Ds B851W 1720 fee
NOTE FO STANDARD
R THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND AN VALUES AS THE CLIP. -
TABLE NOTES: ,2501
FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4:- FIGURE 8: FIGURES:FIGURE IO: FIGURE11: '`• - -
• • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADMG.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -• aONy -
• • • - 8.000" !1,' LICENSE• • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS Q,:• ':?J• • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No.58705
FIGURE B: FIGURE& FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATION& -*
• • • • • • • • ANGLE -'0 _
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
(FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED %O 6 ATE
• • •' • • • • • 6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6069-T5 AND BEA MINIMUM OF.
MUS79@' i '•.�ORIDP•.•'•���•
• • • • • • • • USED IN THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(16 GAUGE).STRUCTURAL STEEL TO
PAIRS, BEAT LEAST.126"THICK AND A36•ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 77i S�Oit/ L�N tt�
7'HREAOS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY 8E STEEL,18-8 S.S.OR 410 S.S. 2 MULLIONS A.1.Ne1ry+�j liltEFt;,P.E.
' FL P.E-#5870E
TABLE 14A
Mullion Capacity Table on
Opening Width(lorwrtica*spsrrtlg mullons)or Opening Height((orWwria*sperrirg mWors) d
50In 60 M 70 In so In 90 in 1oa In 120 in 1401n 1601n _ 0
Fl tw War Teprdao. Redargdar Tap7rien0 Rectangular TraprFftng ReclNWW TrOTftl0 Rectangular Tlap'Trlag Reclengul Tr4pTrlao., Rodaloda Tr�atp, Rutanoda T1apTd.0 Rectangular TntalliM
126"x 2.11" LaadOq L-09 Loading Loading Loa1n9 loading Loading lna4Do Lcadkg Loading Loading" Lording Laad6o Loaft Loading Loailg L0031M Loafing Px
x.125"Alum a a a F @ a a a
Tube Mug c R':: ..ear ^ aF - '^ -
a h H I s� ash a d �a z
LU
421n 144.2 526 167.0 428 1ZL2 926 1409 418 1030 M 13&9 414 Gal, 526 134.E 411 '801 MS 134.1 '411 72.1 :526 1341 .411 60.1 526 134.1 411 81.3 50 134.1 411 451 525 13A1 411
48h 966 403 108.0 333 80.5 403 947 325 6g.0 403 WA 320 60.4 403 81.4 411 ..63.7 403-•7111 -316''433 403 70.6 314. 403 403 78.6 314 34.5 403 78.6 314 30.2 403 736 314 � 1n
50.ms In a23 sm 91.0 301 646 382 783 264 Se.e 382 71.9 289 51.5 362 67.2 286 457 362 .64.8 -284 41.2-'362 a38 283 34.3 382 63.6- 281' 29.4 362 615 283 257 362 a35 283 =
541n 67.9 318 74.1 257 WX 318 842 261P26.51
57.7 256 42-4 me 635 253 37.1 310 60.8 250 339 310 4H. 249, 28.3 3M 4a.1 246 .24.2 316 49.1 245 21.2 318 49,1 248 0 m to
c 601n 49.5 258 63.1 219 412 2% 457 214 40.7 210 30.9 2ES 372 2D7 27.5 258 34.9 204 247 256 334 203 20.6 268 32.2- 2D1, 1T.7 258 322 201 15.6 258 322 201 -1 r� rp LU
•g gain 42.7 234 45.6 200 35.6 234 29.1 195 34.7 192 2M7 234 31.6 189 23.7 234 29.4 106 21:4 234 2a0 164 17.8 234 26.8, ,183 15.3. 234 26.5 183 13.4 234 28.5 103 a r2 LU ZQ
f ga h, 372 212 39A 163 31.0 213 317 179 20.8 1TS 232 213 27.0 1T3 20e 213 251 170 1S8 213 227 169 156 213 22.2 167� 13.3 213 270 196 11.6 213 220 166 � Z N Z72 n 28.8 170 30A 1S5 ZL9 179 258 1B SLS 149 179 17B 20.3 147 159 179 -.18.7 14S � O
7Bn 243 let 254 140 243 10f 21.8 137 19.0 136 162 161 170 1ga e V nqZ
78 n 22-5 162 23.6 1- 1a8 152 19.9 131 181 152 17.5 121 7 Q cq o t
TABLE 14B - ANCHOR CAPACITY ADJUSTMENT FORMULA: ? Q Z cq
N Z
Anchor Cepeelry Table + ANCHOR CIiP co x M p mp
su.tratc 27k Catlett 3.9c Cox. naxe cNu F9k0 Cud PTWo00 Mda (DP-)X( >�ANCHORCAP.,,, m r-� S
5116•Eko 1!4'SS Eko 6H6 ExD V4'SS EkD #IOSt� #12Sr2M 612Stee1 MULLION CAP.,,,,,,,",
Areha Type tNGExo Utman 1--DUtrsm 3116Exo Ugnnon 11d•Eko Ultracm ( X%
Anchor CYp Pattern. u0am Agyeoarc Macon AgW.,A.r Suety(W)9-(c451 suety(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR $ [y Y
Edge M=e X 1• 1 air V 2-11r 3-115- 1• 2-Vr 1• I &ire 2• "o- T 048- 1 0.5V 0.32A. CAPACITY REQUIRED"CORRESPONDING TO AN 0 m � U
Embednmt Pj I-TO tsu 14,r 1a/4• T 1414- MW 1-114•. 1-W 1-11r I 1•11r z 1-s1a• tare• 1.rs ACTUAL PRESSURE REQUIREMENT FOR THE U eV Q ?�
4Amb-C Wn.O.C.r(2)215Aroe Caps! 1X 7wia 7ga 9x 680Ite t5®na tees les aaD� B06r5 WA 7m u>9 74a en aso le, Ie921m 682 gas 885ffi tuDlns OPENING.WHEN IT IS LOWER THEMULLIp01 ae� Z U
CAPACITY(FROM THE TABLE)OF THE SELECTED $
MULLION.IT WILL YIELD A MINIMUM ANCHOR a y4 €� w
CAPACITY WHICH MAY BE USED TO QUALIFY 8 1.
ADDITIONAL ANCHOR OPTIONS FROM THE 4e I
ANCHOR CAPACRYTABLE PRODUCT REVISED
as comp) Ing with the Florida
Building Code
" NOA No. 17-0630.01
• Expiration Date 0 5/2 612 0 21
By
TABLE NOTES ._. M1amW8 Produc Control 1
1).SEE SHEET 1 FOR INSTRUCTIONS ON,USING THE TABLES AND SHEET-25 FOR INFORMATION ON LOADING.
_ --
-- -- -- - -- -_ -- -- - - __SEE SHEETS,$4 FOR GUMRAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE - - -
FIGURE 1: - .. . , . :• ',.:.1• ,.. .. .. - -
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 SHOWNDN SHEETS 21-23. 2.116`
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS..'
.' I IUulrlr
--- ANGLE CLIP MUST BE USED IN PAIRS. CONCRETE -_CONFORM SHALL - .._ �- � '- L -125'4)SUBSTRATES: r
CONCRETE BLOCK NI (CMU)HAL.LCONFORMJO ASTMSC-90 WOOD SNS.HOLLOW HALL BE PRESSUREOREATED r `ad Y•L•' NlL1,''�,�'
YELLOW SSOUTHERN PINE WITH-AN"SG'OF 0.55.-ALUMINUM SHALL-BE 6063-T5 AND BEAMWIMUM_OF.126_
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND:048'THICK(18 GAUGE).STRUCTURAL STEELTO BE AT 1.2W X 2.11'XX.125 MULLION "-- --•-- - = - -
LEAST.I2S THICK AND A36.ALL A14CHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (MREGRAL FIN MULLION) z y*.' No.58705
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. ,•//�1} ^yT- 7F'-
- --:.. ... . � •- =A�•. FATE d/ :�(V��� -
RID N
�'�.`,r�/��NAL E�C+�•
A.LYNr N MILL7EFt,P.E.
FL P.E.#58705
TABLE 15A g
BBi110on Ca iwiiy Tablo QbsW •1n?
Opening Width(for oertc95y-sparringndiions)orOponingNoight(for ccrumrilstyepartrdrgmUfl ns) E''
501n 60 h TO in SO h" so In 100 h 12D h 140 In 16D 1. _ p
liecfmpula TlmpTanng filar Tmpr0f9n9. Reotangdm TloprTdonO. Ractangder .TmpiTdmg ftutmrgaa TiaMrf-g ,Redanp{ar nWM.V• Re-Wl5r Ttapr7doe). 47eclerp/eI Tra:kTOmg Twzflooi , y1
3,26'30 Lowing LoodniL Loadnp Looting
lmdrp lae4n9 laedrp. I Lom19fE .:1a5dry' laedn9 Losdnp LaadM L9aAng I.4adn9 Leedrg Inedn9 laednp oY O
DEG'AL x x x A•_ x _ p x x •x 8 In
LO
x - x a x x' _ E'
BAY MULL g � � .� s d � _ Cq
-
fr 613 sn U
5 � � z L W
s 3 s ¢ U W
42 in 170.0 620 110,0 4M 170.0 744 1T0.0 478 170.0 588 170.0 WE 1T0.0 B92 170.0 519 170.0 Ills 170.0 621 170.0 1240 11&0 521 170.0 1458 170A 021 170.0 1735 170.0 5M 149.1 1749 17MO 121 W .JJ 4n
40 In 170.0 706 170.0 524 170.0 850 170.0 581 170.0 992 170.0 BW 170.0 1133 170.0 6E1 I7m0 1275 170.0 ,UT 170.0 WT 170.9 6W 1522 1522 170.0 '680 130.5 I= 170.0 SW 11&2 1522 170.0 500 w 0)
SIMS1. 170.0 747 170.0 50 170A 996 170.0 631 170.0 1046 17MO S64 170.0 1185 170.0 7M. 170.0 1345 110.0 ,747 1642 1"3 ATOM 736: 1369 1"3 170.0 7W ti7.3 1443 170.0 756 102E 1443 170.0 756 W o o F-
54 to 170.0 797 170.0 912 170.0 956 170.0 691 170.0 Ills 170.0 754 170.0 1275 170.0 Bm 160.4 1353 170.0 a37 144.3 1353 170.0 865 t201 1333 170.0 561 103.1 1363 170.0 Sin 90.2 13M 170.0 set K m 0
Lij
W h 170.0 SEE 170.0 701 IMA 1Om 170.0 737 167.0 1215 170.0 um U&1 1215 170-0 B44 t2pA 1218 159.5 M 116.0 121E 1SLI 024 97A 1218 140.1 913 63,5 12f5 /45.1 913 73.1 via 118,1 013 � F_ U to (�
corn 17U 9W 170.0 745 179.0 1110 170.0 850 1502 1160 16&a 933 131A 1150 163.0 014 1189 1150 1419 an 105.1 1150 1342 8a5 876 1159 126.7 871 75.1 MO 1262 870 63.7 1160 tors 870 � W Z
tL m =
{{{y St;in 170.0 974 170.0 709 1W-4 104E 165.8 681 130.E 1048 146.0 864 114.3 Iola 130.1 OW 101.E 1040 123.4 S39 01.4 1045 11&6 BW 752 104E tom E21 85.3 104a 1052 818 57.1 1048 IOU 018 Z N V
O 72In 140.5 OW 147.9 764 117A 8W IMO 748 100.8 eW 110.8 734 MO ON 100.0 722 7a2 NO 92.0 112 70.{ 850 a62 7m [11.4
8W 792 893 W,J 800 7&5 6B8 44A 550 76A mb ui _ .Z
m 781n 119.7 760 125.1 690 99.5 7W 106.4 675 05.6 790 92.3 563 74.E 7W 839 US! SM 790 769 043 59A 7W 71.7 WS 7W 65.1 624 428. no 821 819 37A 790 61.0 017 y Q n
7 T 75h 110.E 7W 115.5 857 923 7W 9&1 814 79.1 7W 85.8 032 W.2 760 772 1i21 e1.fi 7W 70,E 812 55A TO 0&7 605 760 SB.{ 694 39.E 760 6B2 688 34.6 7W 65,5 658 Z
901n 721 OW 74.4 WO 60.1 5m ME 491 51.5 50 64.0 483 45.1 563 4a9 475 40.1 503 44.4 460 3&1 563 40.9 462 5m 35.2 4a2 20.E E63 33.3 445 22A am 31.a 442 F Q (v Z �
90 in 39.4 493 61A 443 496 49S fi1.5 435 42A 455 M.5 427 37.1 495 399 421 33.0 405 75,1 N6 29.T 495 ]32 409 40 29.1 {00 212 495 28.E 39l 15.E 48S 25.0 3W a .� �y o0 mO
108h 41.7 '3B1 426 J53 SAa 391 J59 040 2B.8 381 91.1 3/2 2&1 >91 27A 337 232 391 24.9 >]] 20.9 J91 22O 32B 391 iB.7 J21 14.9 -1 17.E 375 W (9
III In 384 370 39.2 = 320 370 330 3W 21.5 370 28.6 325 24.0 370 26.3 320 21.4 370 22A 316 10.2 3TD 20.E 312 . 370-NSA
LL' W Y `1
® O U 1n
120 h 3&4 317 30.9 289 25.3 317 25.0 284 21.7 317 22.E 260 19.0 31T 19.E 276 m. 317 179 'm U CD Q` O
141 In 111.E 220 17.E 2m - - Z
TABLE15B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor CE N Table h9.:...:. .. AN CH OR CAP.®,,,,, o�
SObsinte: 2.7KComreto 3,SkCmrc. HoOmrCMU. FamoCMU rrvk5ed weml iDP,e)X� =ANCHORCAP.,e PRODUCT REVISED
5118'Eke - •"1/4•SS EIoo NIS'Doo 114'SS EboWd ,11�22 steel ifl2 Sted MULLION
7 ' 31IB'Soo UM.. IW St.Umocol 3r16'Ebe UOrmon 1/4'Eko Ukecon as complying with th0 Florida
Anchor COP Patterns AoOtK>( ltbocan A=o(I w utmoon Apao021or om(G5) 8-icy) USE THIS FORMULA TO OBTAIN THE°ANCHOR as Co npCodoEdge olsm+oe(In1 1' 2-1r2' 1' 2-t/Y 3-v6' -•t' '24/X, t1, 4 '-2.11I r 311r r O.E4• 0mr CAPACITY REQUIRED'CORRESPONDINGTO AN NOA-No- 17-0630.01Embdnd(hT134' 1-Y4• Mr4' 13rd•..- 2' 1-11P 1.11r 1-1/4' 1-114• "•1-11+' 1-1r4' r tare' wrc. ACTUAL PRESSURE REQUIREMENT FOR THE
2An9hos@SMI0.O.G1(2)2x5AlipbC45r(FTp.1T 3901m 390 b0 uOlb. 890Ibs naa mg 2i0 mg 2W tm 351 m4 .74o llw. ,374IDs 7201� 945me 42Ito SW 9a OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0 512612 0 21
4 Archon 4g 1 Min O,C.1(2)2x5 Anp4 Ckps r n.4 7W im 7W me 7W Ib9 1670 m3 2525 bs 540 b 580 ms- Wq 1120 6a: 740 IW BW Ow f892Im 85 It. 1120Ea CAPACITY(FROM THE TABLE)OF THE SELECTED21MIn.D.C.1(2)2x5 Ar61e Oi I(Flp,3) 1120L 11201ba oe Ibe 22461bs 2254M WA 840 me WA 10590r3- WA 132Drw WA..: 27 br 1680 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR Miaml-0 ePro uc Contro
- CAPACITY WHICH MAY BE USED TO QUALIFY
- - ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: _ .. ,. ANCHOR.CAPACITY TABLE
TABLE NOTES: `
1)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING:'
ET ...
SEE SHEETS 2-4 FOR GENERAL INSTALLATION M1LTH00.S,`•:�
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- 1 I111 r
t1t rrr
3)MULLION AND MUl.L10N CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125' `��� 0�•-,,,•N�+�G
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN'ON SHEETS 21-23- V13AYj
FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS.4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACf 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED50' •�• No.587p5
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATEDYELLOWSOUTHERN PINEWTfHAN SG OF0.55.ALUMINUM SHALL BE6063-TSAND BEAMINIMUM OF.125'THICK STEELSTUDSTO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT30 O SLEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND MU
• THE MATERIAL.#10 8:#12ANCHORS INTO WOOD MAY BESTEFL,18-8 S.S.OR410 S.S. �lrs1''•.<ORIDP•.•''��`�
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. AL
A.
A.L/i'IG1riAyLLER,P.E.
FL P.E.#58705
TABLE 16A ®Sa
Mu81on Ca o TaDIe t:fitr n� Y
Op4ning Width(forleNcally warring mWons)or0poning Height(for inrimiaDjsparrirp m0ions) '.11
So In 80 in 70 in 80 h 90 In 100 h 120 in 1401n 160 in p
[17
gilae Tmp/7darg• RL drgr TRIgm-o. RedmWm T1eWTdmm.. Pet&n9uhr T-PrT�ryl. Rectmgwm TrWMang. Ractangul ThoTdang. P--b-.dar Tn{JTdang. Rectmtgular TreWDlup. Rectangular T1apRd-9• X
326"46dhg Lea9n9 loadn9 Line l0adiw U-An9 Laedn9 Loading Loading laadrp Loafing Lnedng lnadrq Lowing Loafing Lnadn9 lnadng 1mdn9 cY W
U
DEG.AL BAYMULL sa ¢ gg p� _s q s Ep aa nz y agEz � € Rp NONW1231 820 170.0 43fi 170.0 7M 1740 4T8 170.E 888 170.0 506 170.0 992 170.0 519 170.0 111a,170.0 521 1T0.0 1240 170.0 521 170.0 1180 170.0 521 170.E 1733 170.0 521 1ea.3 1871 17&0 121 Jteh IDB 170.0 624 170A 65D 170.0 6s4 170.0 992 17aA 630 170.0 1133 170.0 661 170.0 1279 1700 677 170.0 1417 1MO 1IW 183.7 1037 1TDA 680 140.3 1637 170.0 6W 1228 103-1 170.0 sea j InIL
60.8 h 747 IMO SS] 170.0 ON 170.0 631 17U 1048 170.0 684 1".0 1195 17&C rm, 170.0 1345 1740 747- 170.0 1494170.g 756 147A 1552 170.0 755 123.1 1552 IM 758 110.4 1552 170.0 75a W oF
$41n 787 170.0 612. 170.0 D56 170.0 891 170.0 1118 170.0 754 170.0 IV$ 170.0 003 170.0 1434 170.0 037 1652 1455 170.0 659 12&3 1456 .170.0 MI 110.8 1/55 170.0 961 97A 1455 170.0 BBI z m C. U)
W601n MMS 1T0.0 701 170.D 1063 170.0 797 170.0 1240 170.0 373 157.1 13H 170.0 044 130.7 1309 170.0 NO 125.7 1309 153.5- ON 104.E 1309 157.1 ER 99.6 1309 157.1 082 7&8 1309 167.1 032 t- Z831n f00 1T0.0 715 170.0 1118 170.0 850 162,9 1747 170.0 940 112.5 1?4T 1645 983 126.7 1247 1523 BBS 114.0 1247 144.3 852 95.0 1b7 1362 fl19 01A 124T 135.7 035 71.3 12Q 13&7 IB5 08 In 974 170.0 769 170.0 1169 170.0 903 14&4 1190 183] W5 129.9 1100 147.9 945 115.4 1190 13&5 gM 103.0 1190 125.4 914 66.8 1190 1195 US 742118.1 B83 64.9 1190 118.1 693 Z 72In 7010 152.0 6R 134.7 10f0 1M.6 a59 11&1 1010 127.2 "1 101.0 1010 11l.7 87B us IDIO 105.6 817 50.8 ID10 68.9 807 67.3 1010 90.8 795 67.7 1D10 87.8 790 50.5 1010 97.7 789 _ Z
781n 1]7.4 BW f43.6 792 114.5 908 I= TTS W.1 9W 107.1 761 85.9 SM 962 749 7&3 90a 88.2 ;735 6&7 808 823 729 57.3 008 -749 710 49.1 906 712 710 4Z9 gm MA 703
y
751n 127.1 W7 1326 754 iWA 881 1125 738 D0.6 461 98.5 725 79.4 581 6&5 713 70.8 861 fH.O703 53.8 881 75,4 S1M: ,53A .881 89.1 W1 45.1 36f e4.5 WS 79.7 W7 63.7 872 z
001n 8W 648 aSA 574 68.9 846 7ZI 564 58.1 us 629 554 51.7 W 5&1 645 4&0 646 50.9 537 0.4 W 47.0 530 34.5 646 41.5 610 29.5 648 382 511 25.0 W 36.5 507 F Q m Z
BBN W2 SW 70.1 508 55.6 598 59LI 499 48.7 566 51.4 ASI 42.8 SW 45.0 410 37.9 SM 41.4 476 34.1 5W 3&1 470 23.4 6W 33.4. 459 24.3 65a 30.5 452 21.3 568 28.7 447 0. p
ios In 47A 449 4a.9 405 39.9 449 412 393 342 449 35.7 U3 79.0 449 31.7 331 2&8 449 25A 3Vt
449 261 377 20.0 449 22.7 3W 17.1 449 2DA 261 15.0 449 la.9 366 W 0r3
III In 44.1 425 45.0 385 36.8 425 27.9 379 31.5 40 32a 373 27.8 425 29.1 367 24.5 425 282 4Ifi 24.0 358 1&4 475 10.7 350 15.8 425 1&6 S43129 In 34.9 304 35.5 331 20.1' W4 29.8 328 24.9 304 25.8 321 21.8 36{ 22B 317 10.4 364 2D5 M 3" 1&1, 309 � V Q Q O
1441n 202 253 20.4 233 I&S 253 17.1 230 d 8 Z m 3,Q
TABLE 16B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: sg g,
Anchor Capacity Table Ib9 ANCHOR CAP r!
9u8e0ak: 2.7k Cocmta 3.6k Cem. MM-CM HIM CMU PTW9g0 Metal (DP1EO)X( ANCHOR CAP
PRODUCT L4'SBEke]ne'Eko va•ssEke 4mStaal alzsleel a1zSletl `MUWONCAP.,,a�, PRODUCT REVISED
Anchor Type: 3116'a.Unmem 1W Eke Utnoon s/tC Eka l9tracan 1I4•Eko Ultrmm as complying with the Florida
Anchor Clip Patterns Ubwon Aggmcator Uhmon A9a<e0dn Suave PS)So-(GS) suow(OS) USE THIS FORMULA TO OBTAIN THE°ANCHOR Building Code
Edge Oaleme On k r Va• 1' 2•irr 34W 1• 2-Vr �WlAti2o
r 3-ve• 2• o.ae• O.W 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01
Embednem M): 1J14' 1814• 13M 7314• r 1-Ira -I.11V 4' t-114• 1-U4• r I-W tale• -I. ACTUAL PRESSURE REQUIREMENT FOR THE I
2Anehas@ 5•Alin O.Q 1(2)2s5 An91e C1P9 I(Fla.IX 390� a90 ae 450 W. 8900e DOOM 2705ie 280Im 3701m 7MIm son.. 341W �442 it. 5W be OPENNG,WHENRIS LOWER THE MULLION Expiration Date 05/26/2021 I
4 Arwlaa& Min O.C.)R)2a5Ang%Ciper(Fl9.n 790lbn 790 M. 790Im f570IDS 7525 Rs 5401ae, .NO Im1m 748Im 8601m 1892 kt W29w 8851m 11201m CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anchor8®271•Mia (2)2x5An9te CBpr/ .3T. 1120Wa 1120 Ws 9W 0.e 2246Im 2254a -WA' 940 ron1he WA 1320 ins WA 10721m 1JII 0m 1W01m MULLION.IT YIFJJ7AMINIMUM ANCHOR By
CAPACITY WHICH MAY BE USED TO QUALIFY llliami-0a roduet Control
..... •• - ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTABLE.
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. '
FIGURE2• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �f`1 NY LYNN �,,
• • • • HOLES TOBEDRILLEDIN THE FIELDFOLCOWING'DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS'21.23.-" -- .125' -- --- 45'--- - - - ` J1O,.••••••••, --• -
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS., ��. f}CENSF•,(�
4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS:HOLLOW AND GROUT-FILLED 3.M. _.�.: NO.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO�ASTM�690.WOOD SHALLBE PRESSURE-TREATED = •:
• • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606346AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND•045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45,BAY •;��\
LEAST.12TTHICK AND A36.ALL ANCHORS IWO METAL SHALL EXTEND ATLEAST33CREWTHREADSHEYONO MULLION
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,Iti-B S.S.OR 410 S.S. %O'CS. FTATE F .: <X/�
iC� ••.�ORIDP•.•'
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. i,�A S 01 A( a P•E
FL P.�E..1I#Ii58705
,I 1-1.0001-1
I ,.006• r•^ �.,.ODD° r-- � 7d z
c'
1.000• r+-• F�1.26S-I
a
' .125
125' o
2.750' 2.750" _126• 3.125 .125° _ 3.'I88' EY
.125 .125
2.000• 2000° RT
25°2.115 N}.126• to 99.126' L -3775' 375' 0T�0" zWI I T -1 N
1°X2'X.12b'MULLION 1•X2"X.375'MULUON VX2.75"X.376'MULLION - VX2.75'X%W MULLION VX 3.12S X.5'MULLION 1.25'X 3.188"X.265'MULLION 1.2('X 2.11 X.125'MUWON y � Q'. U)
6063T8 ALUM. 6063-TE ALUM. 6063-T6 ALUM. - _6063•T6ALUM, - ""6083T8 ALUM. 6063-T6ALUM. 6063-TS AWM.
XSECTION XSECTION XSECTION ,. X-9 ION XSECTION X-SECTION *SECTION W ¢ O
10
o
;..{t•.-.126' {�{�.126°. - --I F^.125. � P 2 � C7
' I !A Z
TABLE A z Z Ly i k 2
13TANDARDCW .. .. _ ... - . .. 2X5 ANGLE CUP U
8063T6 ALUM. - 606MALUM. Dimension Value(In) For Mullion:
J.
co
2.000• - .2.125• ❑ oJ. 9O
%SECTION U•CUP :2.000" - XSECTION A 1.625 J d -Z
1 I 606316--ALUM B ZBri4 1•X2'X.125' Q J
.125" X-SECTION .'-I _ .1zs Aluminum z FZ" O Q M
••�� L C O.B95 Tube Mullion F Z Z
• .125"J I Q - D 0.740 M z ���Q
@ -1_740° B 2404 1'X2•X.375' N W O
Aluminum ® W �_ i j N
5.500' CUT HERETO 375• _ .. ..- 5 C 0.635 Tube Mullion �-
3.425 -{�
.375° CREATE F-CLIP,SEE MIN. 060- U Z O O
r- _ :- 37S bt D 0.490 Q
MIN. DETAIL F,SHEET4 a.. 0
- - A 1.875 �'O
r-------� r------- 938'MPl 11 X276••X O ..
I I I I I A A I U-CLIP A I-----= -H B 3.000
__ _ Aluminum
Tube Mullion
L_ _____J L-------J 8080IALUM. _ _________ -____ 2XSANGLECLIP 0.7 PRODUCT REVISED
EW 6083-T8 ALUM. D 1.118 as eom f& with the Florida
�_ TOPMEW Building Code ,
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1•X2.75'X
6063-TB ALUM. DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE NOA-No. 17-0630.01
CENTER OF ANCHOR HOLE MUST LIE TOPMEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B 3.000 "�• Expirasoo Date OS/2ti/2021
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+V16. C 0.476 Aluminum
SHEETS 5.17 FORTHEANCHOR O.C. WITHIN THE DASHED D Em Tube Mullion ey
�DIAMETER.'ANCHOR
TANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE
MIamE Product CantRT-
7
DIAMETER+1116". SHEETS6-17FORTHE TABLEB A 2000
_.. ANCHOR O.C.
-_ __ -DISTANCE.MAXIMUM____- B 2637 1'X3 125"X
ANCHOR HOLE --- -- PGT Pert#:__-_--- ---- ---- .600'Alum --
Mull Dimension sheet - .. C 0.863
S.WO' - -- -- - MIN. DIAMETER:ANCHOR ( � Mullion Std.Clip Olhetgip U111Ip Angie Clip Tube Muff
.375' DIAMETER.11161. D 1.137
MIN. 1-X2"X.125'(5) 66505 668113M 6561118M 666243M 666511M A 2.826
� 1°X2"X.375'(6)' 666006 666114M 6561119M 666244M 888512M g 3.282 1.26'X3.188'
r---- -------r----------- X.285'Alum
j I i 1"X2.75"X.375"(7).: 66607 666115M 666112DM 6SM45M 66W13M C 0.662 Tube Mull
1"X2.75"X.650'(B) NOW U6118M SM1121M 6SM46M 665514M D 1.782
B pNY-�
------- D I 1.X3.125"X.500"(9) 66637M S861116M 6661114M 666242M 666515M 1' -``�`
I i i I A 1.813 .121'Alum �� � •' 1GENSLe y",
I i 1.25'X3.188'X 28S'(12) 66641M 6661117M 6661113M 666241M 666516M Tube Mull
�-------� ` ------� - No.58705 •:�
I 1.26'X 211°X.125(18), 69370 WA WA WA 6WS17M
C OFFSETCLIP NOTES:
.125 8063-T8 ALUM. .,-' �) �..•�`
I TOPMEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. :O,n••- S TE
r8 2)SEE SHEETS 5-9,12 8 18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR-O.C.DISTANCE.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
-1 1.000° t- -1 1.000 1.ofiz•-1�
741Y
.083" .385' ..�' �.125• �� k
062" I�
.438°
4.000' .125 STANDARD CLIP oY'
4.000" 4.000" 2.825 ".,2.000°.' ",`. 6063:MALUM. 2.125" 2.000"LAN. P
.125' .X SEC TION.. U-0UP.- .,I8063•TG ALUM. TION .125' N
.'126" d25• .125' XSECTION cNal Q
.031" .. Z uLiN z
LU
.125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE co
375° •155° 376' DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE
ANCHOR O.C.DISTANCE MAXIMUM ANCHOR W.9 =
- HOLE DIAMETER:ANCHOR DIAMETER+1116'. W
1'X4'X.125' 1'X4"X.375' 1'X4'X276' .5.600' - • - - m 07 U
MULLION MULLION T•MULLION - 6.000, Z W
6063-Tfi ALUM. 6063-TS ALUM. 6063 TB ALUM. 3.125° 'CUT HERETO '375° 376• Q r!
.375• - �•'_CREA7E FLLIP.SEE. ��MIN.
XSECRON XSECT70N XSECTION MIN. I Z Q
DETAd F,SHEET 4-
orarwZ W m 2
1.684' N,wrom 1.594• t26V r-------- 1 r--------1 ..375• CENTER OF r--------- -----------i .375.
ANCHOR HOLE I •I MIN. p $ O
I I I I I } MUST LIE WITHIN fi Z
1 1 I I THE DASHED I I a J `-
I I I I 1 BOUNDARY.SEE I I
I I I i F SHEETS I I ~��- Q a 0) O7
2.876' I ___ I I ___ I E FOR THE F j 9. F Z. m to
I I I I F ANCHOR O.C. 1 I U Q o to
.100° 3 1 I I 1 I D19TANCE I I ZoMAXIMUM
,1�' ' ANCHOR HOLE j a LU O Lo
00' _ DIAMETER: I I 6___-_- L______ J ANCHOR L_____________________J U = Q3OW4ETER-1/18'. Q O 0
co
.100' 824• 4' rC . STMhN(DDARO CLJP. ..„ -U•CLfr 8083-TB ALUM2X5 LE CLIP �.820' 1 500" 6063-T6 ALUM. 6063•TB ALUM. TOPVIEW
CENTER OF ANCHOR ROLE MUST LIE
1.250" '1 ,820' I'- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW PRODUCT REVISED
125'X 3.25'X.100' 125 X 3.26'X.624° 1.25'X a94'X.624 SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. as complying with the Florida
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(in)For Mullion: Dimension Value(in) For Mullion: Building CCoodde
6005-TS ALUM. 8005•T6ALUM. 6006-T6 ALUM. DIAMETER:ANCHOR DIAMETER*i/16', HOA-No. 17-0630.01
X-SECTION X-SECTION F 1 4'X F 1.838 125 X 325 i
XSECTION G 1.000 ,125' G 0.500 X.624' o Expiration Date 05/26/2021
3469". 5 600 438
H 3.000 Aluminum H 3.260 Aluminum
I 3.000 Tube Mullion I 3.250 Tuba Mullion BY
2.661' 1.877� .125 MN. -,• .375' '„ F 2.625 1.25'X3.84° !+! Mlam ads u Control
Q-
z1 - •" G 0.757 .375 G 1.125 X.624•
H 2.430 Auminum H 1.500 Aluminum
'I:-' 3.000 - Tube S-0N T - 3150 TubeMuNanF 2.25012WX32V F 2.813 30'Ba Mum0.7. X.1D0° F 2.67545'Ba Mum125' 45 2.250' 1 t I I I - I H. 1,500 Alun(nfn
3.250 Tube Mumbn
I li50"45'BAY MULLION 3250' I 1 I I TABLED aT 1111irl30113AY MULLI _______ _ _____6083-TB ALl1M. � � � J Mull Olmenslon POT PartR �U �(sheet g)ffi---_-X-SECTION"` _ m.®.`�''t-r_ �. i•_- __a�..-
--MGIBo'n`Std."CIIP Offsal'CIIp'-U:CIIP``Angle Cllp•o' •GGEN&
F�•:�((�
X-SECTION I 1'X4'X.126-(10) gm WGIIIIM W61122M 668'241M B66518M Z •'.7
G OFFSET CLIP No.58705
I II .125• 6063-76 ALUM. rX4'X.375(it) 66610 668112M M1123M 6BS242M SMIGM _ �''
.22B'J 1,981"--� .226•��.981•M ,740' TOPVIEW i'X4'X.375 T(11) 66653 668112M 6661123M SU242M 668676M
NOTES: 1.25'Xa26'X.10('(13) 20160=12 W61127M 6887124M 602410M 6665115M 6 / •Q'
1)HOLES TO BE DRD_LED.IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. _ 1-25 X3.2"i•X.624"(14) 20161=16 OW1128M 8601126M 8662411M 6665116M �� •, ST lE O / '•(V��
4.25 X3.114'X.624'(15) 20162 6661117M 6651126M 666241M 68B517M ®' i� '•�ORIDP„ \?��
2)SEE SHEETS 10,11,13-15,18 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. q5 D�ree(20) BB650 WA WA WA 6885117M //`/S/iONAL1S,\\\
3)SEE SHEETS 2.4 FOR GENERAL INSTAU.ATION METHODS. °• A.LYNN MILLER,P.E.
FL P.E.115B705
TABLE E
h
®� Z3
Mull Dimension PGT Part# g t5
(sheet#) Mullion Std.Clip 0-Clip Angle Clip '1�'1�" I -"'�f'""•1 � -•-1 1-125- � II
YX4°X.25"(16) 66602 666281M 666271M 6665112M '�``
YX6'X.25'(17) 66604 668262M 666272M 66e5113M I STANDARD CLIP - I U-CUP 290ANGLECUP
8083-T6 ALUM. 6063-T6 ALUM. B081T8 ALUM. o z
2.000' XSECTION 2.125' I XSECTION 2.000• XSECTION �
NOTES: to
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125. .125 •125" to m M U "
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. _ Z N
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE �..,-1 4y0•-,.� O =
HOLE LOCATIONS. 1.49T - �'
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' -- - �
CUT HERE TO -- - F 5.000. 375' W C)
3.600'�''�r SEEnTEFILF. - 375' I MIN. Z) ZO W
2000• .375' C _9EE DETAIL F milli N .....� .375' I F- C7
MIN. SHEET4
•, ., .. . . CO Z
---�-- ------ --------------------- z 44
¢w¢ r� 12g{ 0
d a O rcZ
4.000" e r
3.438" rY f'--------I z Q N Ol
.250" 2"X4'X.2S I I .-
I I a43S" I I ~ Q Z m co MULLION i i I I Oa Q o�oo
6083•TS ALUM.
X-SECTION I I I •375' r Z y
L_ __.I___ _______J __ __ L L---------------------
J MIN. ® �. S2 52
STANDARD CLIP U-CLIP,8083TB ALUM.. 2XS ANGLE CUP L) 4 O O
CENTER OF ANCHOR HOLE MUST LIE 6063-TOALUR SED FOR 2"X 4'MULLIONSHEET I6 CENTER OF ANCHOR HOLE MUST LIE 6063•T6 ALUM. If Z E0 to
.250" WD'HINTHE CASHED BOUNDARY.SEE TOPMEW -TOPMEW BOUNDARY SEE TOPVIEW a �- § "I
SHEETS 16-17 FORTHE ANCHOR O.C. SHEETS 11047 FOR THE ANCHOR O.C. O x- ;�mOf
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE O a o •'7 .
DIAMETER:ANCHOR DIAMETER."6•. WITHIN THE GASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER*111W.
SHEETS 16.17 FOR THE ANCHOR O.C._ PRODUCT REVISED
DISTANCE MAXIMUM ANCHOR HOLE as complying with the Florida
_ 5.500" Building Code
CLITHERETO DIAMETER ANCHOR DIAMETERS 1/16'. 6.000' NOA-No. 17-0630.01
---2000'-•-� •375° 3.500° ^I CREATE F•CLIP, - '';375• - �T.375'
rr MEN. r-SHEET4�F' MIN. rt MIN. Expiration Da 5/26/2021
I _ .375" -By
----- -- ..
--- L___`--_-''
I I I 1 I
_ I I
.250' 6.000' q _�_ T_ _-f. 4.688' Q t 5.438" .._ +-___-_-_
1 I .-� - - NYnur
----- I .- .- --I 5.438'-_ - ^ 6.438'
LYN
X0.......,H� 'ice
rx6•xas° I I I I�. -_ --- I � �-- - --I�---� ����.•'1.\CENyF'.�(��
MULLION
6083•T6ALUM. I NO.58705 ••�
XSECTION I j I I I .375'
�------- -- -- -------J L---------------------� MIN.
STANDARD CLIP U-CLIP - 2X5 ANGLE CLIP ��� •F<�......•'G����
.250' 0063-T6 ALUM 6063-TB ALUM. 6063-T8ALUM. '7�S7Q S
TOP VIEW USED FOR T X 6'MULLION.SHEET 17 TOPMEW /" M M 1 ��
TOPMEW A.L`�NN4�hILLeL P.E.
FL P.E.#58705 I
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114%THE OPENING REQUIRES DESIGN PRESSURE OF+60.0/-60.0 PSF-
' 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SURABLE,THE MULLION LENGTH IS 72•AND THE OPENING WIDTH IS 32'+32-11=65".RFFERENCWGSHEET 25,THE COLUMN USING
NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED ^
DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE g
sEE SEP FROM TABLE 3A SHEET 7,THE 1-X2.75-X,375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 4611.3 PSF AND WOULD # m O ,
FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. --
PR000CfS SHEER of6 (
APpTtovAL 24 FROM TABLE 4A,SHEET B,THE 1•X2.75'X.650'MULUON(LENGTH-72,OPENING WIDTH-70')HASA DESIGN PRESSURE OF+1-727 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE _ S'
72• OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N
MUU ON O
LENGTH ^ 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WfTH(4)#12 ANCHORS AND THE 7X5 A y )
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LEIS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z rc W
DETAILS,
3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL - a
StiFETe APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j
2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATON PRODUCTS TO MULLION. = i
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS /-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, W F
NO ANCHORsiN WINDOW Slu co
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TD CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: co
3ry Sr 636 LEIS
—{ MULL WIDiH (60 PSF)X )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) Z
OPENING WDTH 72.7 PSF " Q
m T
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMEISAND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3W.THE OPENING REQUIRES A $O
DESIGN PRESSURE OF+50.0155.0 PSF. Q �-• h
FOR THE VERTICAL MULLION: •.. .. „I Q pl
1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'41'=105"AND THE OPENING WIDTH IS 36'+36'+V=73'.REFERENCING SHEET25, Z N r
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL u) w ii r3 o eo
SEE
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF;+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. U5 -,r� o -
LU 0.
SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2,75'X.376"MULLION(LENGTH=108',OPENING WIDTH=801)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/•15.1 PSF a f g
MULLWIDTH—(r- SHEETS 2-3 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F V) U
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250-MULLION(LENGTH=108',OPENING WIDTH=8DI HAS A DESIGN PRESSURE OF+/54.7 PSF WHICH EXCEEDS THE REQUIREMENTS IL Z
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. „ ,�'O y;w
d'm�
3r FENESTRRATICH p AIET�SEE
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+T=74',NOT 73"AS PREVIOUSLY A -'=-o
PRODUCTS SHEETS� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED L
APPROVAL 24 THE 73-DIMENSION(35-12'+35-12•+Y=73'.
as complying with the Florida
2 USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building lode
I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
NDA-No. 17-0630.01
MULLION
- USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT-AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05/26l2021
�GTN -SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
8 DETAILS, DETAILE, By
OPENING
SHEETS 24 SHEETS FOR THE HORIZONTAL MULLIONS:
w Miaml411 de ProductContra
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER w
FOR
HORIO �/- _ - MULLION TYPE COULD BE CHOSEN. y
-OxOLLIaN 1)THE MULLION LENGTH IS 3B'ANDTHE OPENING HEIGHT IS 32•+721+2'=106".-REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE o.
USED.FROM TABLE M.SHEET 16,THE 2,'X 4-X:250'MULLION(@ LENGTH-42-,OPENING HEIGHT-1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FORTHE OPENING AND MAYBE USED IN THIS APPLCATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS.
SEE
DETaLs, 2)USE TABLE I2B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE S' d
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CUPS WITH
2-3 .. - (4)3/16•ULTRACON ANCHORS AT AN EDGE DISTANCE OF I-GIVES AN ANCHOR CAPACITY O_F 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w 11 I I I I I I
ANCHOR CAPACITY OF 521 LBS. ". o: �\" aNY LYNN '/,1
- - --
E_"!PENING
3HORIZ� 'Se';HotatZ---I-- ------- 4)'FOR THE U-CLIP'IN THE HORIZOM'AL•MULUON TO VERTICAL MULLION,USE-THE SAME ANCHOR CAPACIT.Y_OF 521 LBSTABLE IZBFORTHEl1 UPSHOWS THE ANCHOR ;' �10ENIENOTHLENGTH -ICAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE„FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE i WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, -• a:* No.58705
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS _
+1-64.7 PSF FROM THE VERTICAL MULLION; " •;�
+/-170.0 PSF FROM THE 36'HORIZONTAL MU WON ATTACHING TO CMU; N
+/-170.0 PSF FROM THE 36•HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION 0NTERSECTK)%, _ ® iO�'•.• AlE p' •(V�'�
THE LOWEST DESIGN PRESSURE IS+/-Ni4.7 PSF AND WOU/.D APPLYTO ALL OF THE MULLIONS. - ��i�s•.,40R1DI;.•••G��
1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULUON SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION �S�ONAL
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN 0 Q A.L4t��,11ALL�R,P.E.
\ - ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. c1 FL P.E.#58705
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EXAMPLES OF RECTANGULAR LOADING- EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING'.
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LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL'MULLION c 1 Buildinglding Codo
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION i + NOA-No. 17-0630.01
PW HR Expiration Date05126/2021
_ I LOADINGfOR(2)HORIZONTAL MULLIONS LOADING OF HORIZONTALMULUON LOADING OF HORIZONTAL By
I Mla�e P tcro Product control
HINGED PW PW NOTES:
-.DOOR _ -__
1 1)DRAWINGS ARE
1 - RERESENTATIONS OF TYPICAL
j PW CONFIGURATIONS.
/ JFW CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
o THOSE SHOWN.
j 2)IF THE LOADING TYPE CANNOT .�`ONY LY '
- - •---BE DETERMINED,USE— _\�-J1 - /_ RECTANGULAR LOADING.rw PW
3)SEE PRODUCTS APPROVAL FOR * No.58705
I ACTUAL ANCHOR LOCATIONS. •=�•_
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I _-
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONSSGP A .•�`
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LOADING OF VERTICAL LOADING OF HORIZONTAL - �QNAL_i � I
MULLION MULLION A.L'YNNIMILL P.E.
FL P.E.#68705
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