HomeMy WebLinkAboutProduct Approval RECEIVED
APR 112018
M IAMaQADE ;26
DADE COUNTY
ST. Lucie Countyf ROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA ••f• m. .�� nomv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 ILI: kwo U r I
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 with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision 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 product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 17-0630.01
CM"FDADE COUNTY Expiration Date: May 26,2021
® Approval Date: November 09,2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No. 10-0819.05)
2. Drawing No. 6300JR( titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. VM-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 55th
Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-S* Edition (2014) and FBC-6e' Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
I
4
d
4
t
A
i
3f
i
3
5
f
i
3
S
P
jt
F
i
I
k
{
i
Jorge M.Plasencia,P.E.
Pduct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2
7
d
i
f
i
e
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL JD
MISSILE IMPACT-RESISTANT PRODUCTS
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE T a
FENESTRATION PRODUCT INSTALLATION,TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE Se t
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. INSTRucrIONs.._._...._.___._._1
FIGURE 1: ELEVATIONS....................... 1
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO ZX WOOD...._._...._-.__.2 uta
MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES T INSIDE BE MULL TO 1X&MASONRY.._._.._.2
MULLIONS INSCRIBED ARHAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL
i SEE D.G.K. SHAPAtplp-,qR NOT HAVE A OAP OF MORE THAN 1/4'FROM THE CLIP. INSTMULL TO MAS NOTES.........._..._..2
A-0,Gl1; SHAPE MULL TO MASONRY...._..__..._.._.3 N
SHEETS 2i AULL TO STEEL STUD_..._..__._.3
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..........................
_.3 U
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.LASO.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS.....__..__._4 0 N 1-6
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INsrALLAnfxN..._.__....4 Z
1%2X.125 MULL SPECS..........._6 y1 O =
/ 1 X 2 x.376 MULL SPECS_._..__..6 (n
i A \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE w J LU
\ 1 X 2.75 X.376 MULL SPECS..._.._.7 ¢
INSTRUCTIONS. 2 Xn
\ 1 X 2.75 X'55 ANLL L ECSSPE..._.....9 n1
SEE DETAILS I 71i 1 X 3.725 X.500 MULL 3PECS........9 � � Z
A THRU G, I I _ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.126 MULL SPECS............_10 0 LU C)
E / III / A THRDU GALS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.375 TUBE MULL SPECS....11 m m o [li
SHEETS 24 __
SHEETS 2-4 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4%.375 T MULL SPEC3..._...11 � F- Q ro, �
-- -- 125 X3.166X 266 MULL SPECS...12 J
iii I / I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125 X 3.25 X.100 MULL SPECS.....13 W I Z
�T. \ HEIGHT 126 X 325 X.624 MARL SPECS_._14 w g� _
MULL
OPENING
6)WHEN FINDING YOUR SIZE IN THE MULLION TABLETS,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125%3.94 X.624 MUl SPECS_...ti y ? Ld P I& O
LENGTH MORRONTAL 2 X 4 X 25 MULL SPECS_..............18 w
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCIG.S BY OTHERS,MUST 2 X 6 X.26 MULL SPECS_...._.._._17 Q Z
/ SEE DETAIL E. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 12ex 2m x.126 MULL SPECS.._16
SHEET 3 30•X 325 BAY MULL SPECS.........19
/ AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT o H W
/ 46'x s26 BAY MULL SPECS....._..20 2 C)
Q O) r
REACTIONS. MULLION 8 CLW DIMENSIONS__ F Q O Z N
EXAMPLES 1&2- 0
z m
FEnIE37MTION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOAS LOADING ExAMPLES..........._-........25 a Tq ��
PRDDUCTS MAV a In 8
OF ANY rvPE_ 9)MULLIONS AND CLIPS RAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W
MANUFACTURED CODE.AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH A of LU UYj in
_ 6Y PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. = U W Q ?� 3
10)MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ. -U Z O
_ .O
,/SEE13ErAILs O g�
LA-D.GH; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
MULL SHEETS" WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL PRODUCT REVISED
WILL BMEWEng ode M
LENGTH INSTRUCTIONS: MOA-N 17.0630.01
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(BSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Data 03/26/2021
MULL TH--1 [—HORQ MULL LPJNeT I-1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By 1-.p
rof
UB407N~ I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. a �t Cont
om= f 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBStM FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
1�'_ r H� THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
HEGHTr HOM4 `, �, �, MULLIONE1). CAPACITY(LBS/FT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/F1'1 FOR THE OPENING OBTAINED IN
PENIN LENGTG MULLH >r
LENGTH
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
L L muLLL REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION SINGLE MILLION OPEMNG WDTH
FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ;.``ANY LYNgI
��OPENING.CAL MULL CAPACITY S MET.TEAANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ; ��'...............
•'vCENF.
"l SEE CORRESPONDING DETAILS MULTIPLE MULLIONS P '
1� FROM ROLRE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LOS/Fr 1 FOR THE *: No.56705
OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
42017 FLORIDA BUILDING CODE(FIC),6TH EDITION - l
11
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSTT•)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION �O ATE OF' '•(U�:
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITYILBS/F__ T-)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION F<ORIO�..•'
ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. i SS ••.•• G'
•AISI 5100-12
OAISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LT�Ak MIE.
FL P.E.#58705
DETAIL A DETAIL B: M LLgN o
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X Bucr srRv TYP.ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT °sem sff TESTE'B 138 =�
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHER&
Lo
SEE NOTE 1. N
1 MULLION I SHEET 1. ,_ E 0
Z ��04
33 LIWI
SEE SHEETS MIN 2.7 x51 -
EITtIHJOY
21.23 FOR NOTE < DDISSTANCEY LOCATIONS � a I CONCRETE OR CMI1 __ SES SEE TABlFS ¢ NEDGEDISTANCE a e EDGE DISTANCE 1b13B to Lr 9� _INSTAL < d .e I I I I I FANCHOSONRY LU Q O 8
TMS MET/OD. ir
aso•MAX FOR SIDE VIEW Z m U)
I ALL MULLIONS ae
. d e e ERHERTHE �Gz
e e e STANDARD OR 2 V m Z
as OFFSET MULL ? yyy
a • d . < e c . - CLIP ANY BEBVN U
EXTERIOR INSTALLED I C H O
a c EDGE Tws eEmao. vN Z
a DISTANCE a
Q .-
e FOR 2 Q ZO Z N W
MASONRY a
,./� c THE OFFSET CLIP 6 ANCHORS I-
(•j
RECOMMENDED FOR �a S � so 00
EXTERIOR A a DOWS.BUT
S
WINDOWS.BUT MAY _
ALSO BE USED FORHE
OTR FRMS TYPES. , C F Y Y
O
Oz al O
IL 2 zm0;O
al � `
TYP.ANCHOR TYP.ANCHOR V' -
TYP.ANCHOR PER SUBSTRATE. —PER SUBSTRATE, $ d�
PER SUBSTRATE, SEE TABLES 1&168 SEE TABLES 18.138
SEE TABLES 18.168 1_ �EDOEIEND PRODUCT REVISED
r _ DISTANCE MICKSTRIP as complying with tM Florida
SEE TABLES AND Building Coda
6NBEliAf}fT BOCK:ifyP tB•tJB i ATTACHMENT Now--No. 17-0630.01
AND k.® ";-. BY OTHERS.
i ArrACNENTJ ` SEE T 1 1, Expiration Data 05/26/2021
. BY OTFFRS, '
SEE NOTE 1. BY
" _SHEET 1. Mlaml r Met Contro
.. - MN 2.7 KSI CONCRETE OR CW
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1111 H I I I/I
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �\-atV LYNN,� "
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ;`�•��`.•L1�N �(
SF
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CUP MAY BE USED. _* NO 58705 -
*-
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHIE'AD OR FLATHEAD. -
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ••. .'(V��
So'' 5 ATE (V`
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMNDADE COUNTY APPROVED •FL ORIDP•.--G\��
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS •...
''.70JNAL
A.LY ER,P.E.
FL P.E.#58705
DETAIL E:
1
.12V MIN. MULLION TO MULLION +�
DETAIL C: INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO d
MULuoN (U-CLIP)
MASONRY STRUCTURE r IN MAY BE IONS.INSTALLED IN TEE OR'CROSS'
(STANDARD CLIP SHOWN) tE
VARIES
/ - \ INTERSECTIONS. a o
i 2)MAY BE INSTALLED HORIZONTALLY
's_
1 I (SHOWN)OR VERTICALLY.
1 TYP.ANCHORN
-E'TH�y TME I SUBSTRATE, L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 $
yTgI.IDAgp I i SEE TABLES 1S-13B TOP FOR CORRESPONDING MULLION. Z �t7
OFFSET MULL 1 LLI
_
G.IP AMY BE 1 I EDGE DISTANCE NWNW 0
INSTALLED BY I� I.� FOR MASONRY VARIES K -i
THIS METHOD 1 I ANCHORS KKKK
012 STEEL
DR FRE-DRILL N CL N
MULI.ION AND USE SMS W O
m m 8 m
Y/ a MULLION F=- z
EXTERIOR a O
E =NT.CLP IS O
EDGE DISTANCE A EDFI ? ? V g m =
FOR MASONRY A !. FIN-FRA LINTERSECTION yf°j PL = v
ANCHORS urur LrcLP �\- Z
- .. D FOR EXTERIOR _ `
8 . TYPES. N 7? �
TYP.ANCHOR A ° Q s Z N
PER SUBSTRATE. Q F I---
SEE TABLES 18-138 SEE SHEETS 21.23 OR
TYP.ANCHOR HOLE CATFOR
N g I
—PER SUBSTRATE, (A
� I
BUCIC9TRP SEE TABLES 1B-1313 FRONT VIEW E>DE Q Y Y
MO DISTANCE o F•, fn
ATTACHMBlT SEE TABLES
_ BY OTHERS, 1B-iJB - -
`� 6EE NOTE I, U'
E Z
EDGE 0 �� �0f
• - DISTANCE
W
~-'�-SEE TABLES SIDE VIEW 0 m�
M 2.7 NSI CONCRETE OR CMU WIN 2.7 KSI CONCRETE OR CMU 1B-13B
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as comp in with the Florida
STEEL STUD Building a
(STANDARD CLIP SHOWN) NOA-No. 17-0630.01
STRUCTURE Expiration Data 05/26/2021
INSTALLATION NOTES: gy f
rrP.ANCHOR .
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a ` PER SueSrRATE, Mlam Met ont
SEE TABLES 1H-iSB '
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �` SEE SHEETS (9
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE 21-23 FOR
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLEFOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LocnnaN9
MULLION
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ``
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. ED
5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAM40ADE COUNTY APPROVED DISTANCE ♦0 Y LY
ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THANSEE TABLES ���QN.••••N/�/M/''�.'
FRONT VIEW 38
+B GA AND LDMPLIANT WITH THE PL BUILDING
�,.•''t,10ENfF.'•.,G
CCOE,A 2X WOOD BACKER MUST USED. 1((�
ATTACHMENT BY OTHERS. '. s
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW _*: N?.58�5
NOTES: *_
V
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD A �
TE
ANCHOR VALUES MAY BE USED. %�� TA
i Cis• IDP,' \l��
R;O.E.
2 SEE CORRESPONDING MULLION TABLES. s�
SHEETS 5-20,FOR QUANTITY OF SCREWS. �.
'FL P. 705
tl gH
DETAIL F: DETAIL G: DETAIL H: 6E
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION $
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) S
oY TS
SEE DETAILS A-0. 3P OR b'
SHEETS 2 AND 3 FOR INSTALLATION SAY MULL
TO SPECIFIC SUBSTRATES. (V
MIJUMN Ts U
a
O o Z ' w w
0
O w
O O
El O O O
O O TOP VIEW g m =
SIDE VIEW
m CJ ~
aipNM wITH Uj
'XPX.12G TOP VIEW i 1O
1
MULLION I 1 TYP.ANCHOR Z
PER SUBSTRATE. (�
EXTERIORI I 8�1 fi
1 SEE TABLES 1 W OR 1BB ? D V
j TYP.ANCHOR I 1 EXTERIOR fn U 3Z
STANDARD MULLION CLP , 1 PER SUBSTRATE. � , Q Z
MODIFIED TO FIT FE.LD I SEE TABLES 15148 ,, ,
CONDITIONS. ?X5-ANGLE CLI P, ~ Z Q N
2 PER MULLION END,MUST BE Q 0 Z
I I , -� , INSTALLED INSIDE OF BAY MULL. F H co m
I , m L g � �
WiLLION u)
I
I I m w F X Y
, I 7X5'X.12S F- U, N N
CLIP. U Z a 0 0
S\ I I I 1 1 2PERMIALGN EW.
bL j I I MUST BE INSTALLED d m�
I I L INSIDE OF WILL
I
PRODUCT REVISED
TVP ANCHOR as eom y1n with the Florida
\`—PER SUBSTRATE. Buildlnp L'od�
SEETABLEs 1B-ve MOA-No. 17-0630.01
IM"O WOOD,
STEEL,ALUM Expiration Date 5/26/2021
EXTERIOR OR MASONRY pRER10R
INTO WOOD,STEEL. STANDARD CLP TO BE BY --�
ALUM,CMU OR MASONRY MODIFIED INFIELD. `
\y_ N Mlam roduct onfro
®� w
EXTB11011 �,�' - .
4� it I
IMO WDOD,STEEL
®® I ®® ALUM.CMU OR MASONRY 1 EDCf O
DISTANCE
PER
ANCHOR fN II
EDGE W
ap
E O INSTALLATION OPTION G 8 H: ` N..lY/1fN
DiSTANCE NOTES FOR
PERANCHOR '
G ��a��.•''LtCENgF.���
t)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST 8E INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS F:
2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE �';• NO.587D5 •� i
1)DETAIL IS NOT APPLICABLE FOR THE SAY OR 1.2('X 2.11'X.125"MULLION. LOCATIONS.
2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 1SB OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE r •1 �' ^
LOCATIONS. p %�.(�•'., ATE ` 1
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �c ����•'•�OR.....
L.
A.L{FIIYIEALLLE�.P.E.
v FL P.E.#58706
r
- t
TABLE 1A
Mullion CapecAy T"ble
OP6nIn9 WkM1(10r venlca0yaparrirg 71L12b119)or Opening HeigAt(for horizorts"perftV mdus) i 5
501. m 1 701. Sol. W 1. 100 in 120 In win 1601,
R.afapY Tap/1111". FeIM cbguw Tnp/rn.n9 Rwtw* TW11i«In- R du%%PW I Ti.Wrft% �•a
T • Rmtaipb Tnr76agme
p . as wVuW TaWro. Farbp/er 1hWTn R..1aiP8.r Tr+O/naan9.
1s2s.125 L..erp L.allnp to.&V Lo.M4g U.&V (c.drV L..dn9 uaft L..&V La.Mp Loading Lndnp L-am Loaft La.dn9 LaeA1p ua8449 L-drg Akwn.Tube
Tjj
MLow
Yaag � ¢ aa a $agaa � 3gaga Y�
ul. 1+1.9 406 129.5 332 43.2 406 115.6 325 79.9 406 107.8 MI 69.9 468 104.4 319 62.1 406 104.0 319 30.9 406 104.0 319 46.6 409 10/.0 319 36.0 408 104.0 719 iso 406 104.0 319 W 2
M'n 74.0 312 618 266 R.4 312 73.4 252 515 312 87.0 248 46.8 312 812 246 41.6 312 61.3 2M 37.6 312 61.0 2N 312 3104 61.0 2M Ze.B 312 81.0 x44 044 312 el0 241 LLW' � N
WAS 63.9 251 706 234 53.2 281 61.5 Ila 453 281 55.7 2Z4 39.9 201 52.1 222 ass 281 30.1 Zm 31.9 281 49.3 219 26.8 261 49.3 219 22.9 291 40.3 219 20.0 261 49.3 219 =I
� �o611n 5x3 x7 57.6 207 47.9 x47 49.8 202 376 x> M.8 199 326 247 41.5 196 792 x7 39.4 191 28.3 247 314 193 219 2R 38.1 197 18.8 x7 38.1 163 16.4 x7 36.1 197 O 3801 38.4 200 41.2 170 32.0 200 35.4 105 x A 200 31.5 183 x.0 200 29.9 160 21.3 200 27.1 139 192 200 25.9 137 160 200 25.0 156 � � W0
83 in 331 161 35.3 136 27.6 181 353 152 x3.7 161 28.9 149 2D.7 181 24.5 146 18.4 181 22.5 144 16.6 101 21.7 143Z
ee1. m.e les 303 142 x.0 165 x6.1 139 20.6 160 23.1 176 18.0 165 21.0 1KU� �721. 04.2 139 23.3 120 i6s 139 199 111 153 139 175 116 WW731. /043 125 19.7 1040 15.7126107 �� � Z
78 t1.s 111 1904 l04 3Q NTABLE 18 AnMor Ca Tab19 ANCHOR CAPACITY ADJUSTMENT FORMULA: � Z 17kC35kccnc. 11o6wa1v FamC44u pivNlod CRCAP.,e„„ o a0M1#N (DP)X =ANCHOR CAP. 0 ult Elco 1/4.86 Ek.6/16•Ek017C S6 Eko 910 Stwl 812 Sten W2 Stee UL .,,,s,,,�,Ander Typa yis'Eo Utrwm 1/4'Ek0utr.em y16•FJw lA..o.A 1N•Ek0116r.4a1 oAnchor Clip Patteme ul.acon App.Gekr ut- Apparrle a.99(GS Sca4r(CS) 8-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR X Y Y
E+p 17A% 011k V ala• t• 2-104• }i/• I• ala• /• at? 7 atAr 2• 0.46• 054• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN DN toElleed-d is R I.M. 10414' tale T 1-114• 1.114• 1-1R• 1dM 1-/r4• 1-1/4' 2' t-yr tal6• '40. ACTUAL PRESSURE REQUIREMENT FOR THE = X Q 32AWc 04.75'M1.O.C./8er16a6a0404CPpft 1T 3001. 3901. 4602. a901. 15441. 2701. 2901. 354b 7401. 341. 6841. 9161. Htb M2b 3801. OPENING,WHEN IT IS LOWER THAW THE MULLION ^ Z�0 O
4 Ancne.0 1.15 M1.O.G/ShnOad(m OMO C9p IF19 7k 460 b 700 b WA WA WA WA 380 b WA WA WA WA WA an as SBS b 112(111 CAPACITY(FROM THE TABLE)OF�SELECTED O 4 Arclar.0 T Mn.O.C./R)LS Arp4 CYpa I ff1p.3Y 760 b 7W ft 860 904 1',3o b 1696 b 3101. 58015 WA 780 b 7489n 880IM 1392 b 652 b 665 b 11201. MULLION.R WILL YIELD A MINIMUM ANCHOR O ��00.45Kn.OC.luCep M,125'Man.(Fig.4k WA WA WA WA WA WA /YA WA WA WA WA WA WA WA 7131. CAPACITY WHICH MAY BE USED TO QUALIFY O �"'c6�
i Nl.hor/FLNp 1Fe.5k +Mb 1951. 2251. 4431. ez2b +351. 1401. 1771. 37ob 18716. 3121. 4731. 17o1. 2211. 2601. ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
2Arc6m 1.15•Min.O.CA F131p ff10 8k 240 b 350 b WA WA WA WA 190 b WA WA WA WA WA 341 b 44211. 560 b ANCHOR CAPACITY TABLE9tf Campy) 1AlIM the FlorMa
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. BWlding Code
NOA-No. 17-0630.01
lapimtlon Date 05/26/2021
By
Miam' roducf ont
FIGURE 1: FIGURE 2: TABLE NOTES:
• • • •
I-
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
1111 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.00o,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE r
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED I x-.125• . NV LYN/y
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED 111 �l� U)GENsQ
FIGURE 4: FIGURES: FIGURE 5: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF.125' { Q',•'• P
• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRLICTURAL STEEL TO BE AT !'X2"x.125'MULLION No.56705
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.#10 3#12 ANCHORS INTO WOOD MAY BE STEEL.18-0 S.S.OR 410 S.S.
O,,•.• srarE .. �
'ONAL
A.MM M1114W P.E.
FL P.E.#58705
TABLE 2A _ 1" 1
--_ Mullion Capacity Table i
!R
Opening WIdth((or vDrbcailysparedng mullions)or Opening Height(Ibr honznnlely 9paWrlg m111ors) t;d$
50 0, OD A 70 in ���.�50. 90 In loo n 120 1401n 16o In
RWtFMlr TMgTrlap. PAdWvi4er TraortftrV. Raeten9ohr Tnpr01a1D. Ry-t- •Y TR{✓T6if1D. Recren9ulr Treprntao. RWwguai TraP'rwC. ReetaVAN TrWTnry. R.ataryWr Tra#Tft% R.al•vul. TnMft0 '¢ ¢
1 a 2 x.376 LoedmV _--ftL ra L.Wft Lo"m LomrV Lae04o Lo day LmWo Lamm Lmmry L-ft LoaWo Loaairy Lo•Wv L--W Loed6v LoeWo oY v
Alum Tube Lo
Mullion
L N
Z � � U1
Qin 170.0 OZ 17C.0 435 1313 662 170.D 470 1787 eW 17110 506 113.6 992 169.5 518 1008 862 15a9 517 908 662 166.9 517 75.7 662 188.9 517 849 862 181.9 517 66.7 8@ Ml9 617 N 0 N
481n 121.6 507 IN 419 101.4 6.W 119.2 410 969 507 108.7 403 MO 507 1026 399 e7.6 507 99.8 W? 609 507 f 99.0 308 607 507 99.0 398 434 507 99.0 396 30.0 507 99.0 396 C
6DAM in 103.7 168 1148 379 864 466 99.0 371 74.1 456 90.5 364 64.8 458 84.8 SW 57.6 455 81.3 367 61.8 456 800 356 43.2 458 00.0 356 37.0 456 80.0 368 324 466 800 356 S _
54h 854 400 93.3 216 71.2 400 80.9 320 810 Am 727 377 53.4 400 67.3 310 47.5 400 64.0 MS 427 400 62.3 314 35.6 400 61.6 313 31.5 400 6L0 313 28.7 400 61.8 313 C7 LU CD
EnK m W
6 801n 623 334 08,9 276 51.9 324 57.5 270 446 3K 61.2 761 369 321 469 2911 34.6 3M 439 257 31.1 324 420 285 260 9N 40.5 253 221 324 405 253 19.5 324 405 753 F
63 b 539 294 67.4 252 44.8 294 49.2 245 36.4 284 43.9 241 318 294 399 237 AD 2D4 37.1 234 269 714 362 232 224 294 33.5 230 193 290 33.4 23D 16.6 294 334 230 Z
'J 86 N 466 108 40.6 230 39.0 258 424 723 334 768 37.5 721 29.2 260 341 219 260 268 31.6 215 23.4 285 29.0 212 116 265 20.0 210 16 28
7 8 27.7 200 149 259 27.7 2DI Z Z
72 h 36.0 226 37.9 196 30.0 225 32.2 191 267 225 26.4 189 225 716 256 166 200 1 225 L 23.5 102 11.0 225 711 100 15.0 225 20.3 177 129 ZZ5 19,6 176 11.3 270 19.6 176 w W rg O
78M Sae 202 320 t71 2a5 $! 77.2 173 21.9 202 23.9 170 182 707 21.! 167 17.0 202 19.] 186 ti] 20Z 161 161 729 201 18.7 Ie0 10.9 702 169 158 lie lox tae 150 a U Z
78n 25.3 192 21.0 109 216 192 251 166 70Z 199 7LP 152 177 192 197 159 157 182 t6.1 1S7 14.2 192 168 155 11.8 IN 15.2 152 10.1 192 144 150 8.9 182 141 150 j Q J n
Win 166 144 19.0 1Z8 iS4 1N 15.1 125 ~ Q N
96h 167 727 15.8 113 d Z O.p
N �W t0
TABLE 25 ANCHOR CAPACITY ADJUSTMENT FORMULA: ^ U) M
An horCapacIty Table ba
9WMr4re: 2n 0__ _--_ 3.51 C Hoibw CA9) Fwd Cmu PT Wood Meta (DP)X( 1=ANCHOR CAP.,,, 9 N
MULLION GAP.,�,a,.
S/78'Ebe V{^66 Elco Vte'E1eo 7!4.98 FJoo 810 Sbe1 MI Sad 812 SW � I 7C Q � 3
Anchor C6p PatI rns Anchr Type. 6118"FJoo LSrscan 1/4'Eke U9eom lA.eon 1t5'Ek.UK- IA'EIw ub..m A9pe0etw ulr.00n Aap.OMr Scrwv{G5)screw 1651 7ictwr(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR O ¢ O O
Edge Dbbnce On)r 1^ 2-irx 1• 24 3.116^ V 2-vr 1• 2-W 2' 3-1/6• 2- 0.46• 0.54• 0.324• CAPACTY REQUIRED'CORRESPONDING TO AN O•f1 Z O rq
E.Wd-M M IaW' 1-Y4• lav lair 7 1-1/4' 1-114• 1-114• 1-1N• 1-114• 1-114• 7 1-aro' 1-71• rrke ACTUAL PRESSURE REQUIREMENT FOR THE
Z Axlnn 01.7Y Mb.O.C.7 Str�17 r ObIl G6.(FID.17 790 6. 300 toe 450 t. 890 Be 10N 6. 270 6. 200 6. 350 W. 740 6. 374 IN 664 6. 006 roe N7 6. Nz 6. Seo ba OPENING,WHEN R IS LOWER THAN THE MULLION Q t
4 AIat4..o1.15•Ma.OG 151ai6Npr001..00NOIFlp.27 4608. 70016. WA WA W 60
A WA 36. WA N/A WA WA WA 8826. $056. limb. CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anr7.nO3•M11.O.C.1(2)20 Awls COM 1(Fig.37 1 7806. 7806. 6806. 1590 rot ISM ft 5x6. 560 A. WA 7004 7486. 8006. t9D26. 8826. 695Re 1120 b. MULLION.R WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
Z Archon o O.Ib•►at O.C.I LL COP.teo.125'Al.n.1F1D.4) WA _WA WA WA WA WA WA WA WA WA WA WA WA WA 7136. CAPACITY WHICH MAY BE USED TO QUALIFY as eomp=with the Floral.
1 AW. i Fab IFb.51, Las b 1950. 225 b. 4K b. 1.27 6. tis 6. 14D 6. 1711M 570.r ta7 b 332 6. 4n 6. »P 6. 721 16. 2806. ADDITIONAL ANCHOR OPTIONS FROM THE Building Cod•
2 Hallos 1.15 Ma.O.G/F47o(FID.67 210 b. 350 P. WA WA WA WA 1906. WA N/A WA WA WA 341 a. 1126. 5609. ANCHOR CAPACITY TABLE. NOA-No. 17-0630.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. E.plratloa Data 05/26/2021
BY
Miami- W rl3duct Contro
I
i
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. 'I 1 000' I- i
2)LINEAR INTERPOLATICN 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.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.00(' `�` QN• ., N ���
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ...`� Nlei
SF'Mi���
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 0710117-FILLEDL DL, NO,58705
'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL B(6063.75 AND BE A MINIMUM OF.125 1'X 2^X 375"MULLION
�nf•-T�fir-- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT •O
LEAST TER 8-8 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND T� •, ?(,j�.,
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1S.S.OR 410 S.S. :O,n'.. •"^TE T•'-�[/��
/0 AL
A.LYN I)MILLER,P.E. 1
FL P.E.N 58705
f
TABLE 3A �k'ff22
MuRm Capack Table ) {I
OpeNng WNth(tarterticsN-sparn; rtklions)or OpenkW Haight(for roAwrita -epamrg mWon6) ce a
Son 10n 70 in Wn 90M IN in 110n 140 in ISO b, s p
tA2768 RWftlgjW TfWTIre. Rea VJW TprMa19. %-Nor T N". Ractanom 7tp/Nee. r Tnpr7Nrq. imcia'Wor TWffAmQ.
Lo W.0 LoaA1t9 LoaA1V TOWN-19.
Loary lWTM w
.375Alum. babe loaMe L-&V Loamy laadnp Loaft LnaAoa Lw6i Lip �N L�19 c U
TLd)v to
if 11 il I
W
un 170.0 eta 170.0 13s 770.0 7u 770.9 ale 170.0 666 170.0 SOS IM.0 0.r# 170.0 !1s t70.o 1116 t7ao 621 170.0 tz4o 170.0. 521 140.7 7301 170.0 521 127.0. 1301 170.0 st 171.! 1301 170.0 u1 7in y �
4617 170.0 7% 170.0 321 170.0 00 170.6 584 17U 992 1790 630 170.0 11W 170.0 ael 161.6 1136 170.0 677 178.0 11317 1700 880 1139 11]9 /70A 660 978 1178 170.0 BW B5.a 1139 170.0 600 Fl9- -J
N
50.625n 170.0 747 170.0 23 I70.a We 170.0 631 197.0 1032117 c0 664 146.6 1032 170.0 723 130.5 1032 17x0 747 117.4 1032 flail 756 17.9 I= 170.0 756 83.9 10]2 170.0 755 73,1 1032 770.0 758 �
64 In 170.0 797 170.0 612 181.3 %7 170.0 467 130.2 907 104.7 730 120.9 907 1626 720 107.5 907 145.0 714 96,8 907 141.1 710 80.6 %7 140-o 709 69.1 %7 140.0 709 60.5 907 140.0 709 8 m M N
W n 141.1 735 151.5 625 117.6 736 130.3 467 /00.0 Tri 116.0 599 86.2 736 1051 50 78.41 730. 99.5 5W 70.5 735 9SA 578 58.4 735 91.8 574 50.1 735 91.6 574 4.4.1 73S 918 574 H (D 0
03n 121.9 666 130.0 570 1018 em 111.6 557 57,0 606 %.9 547 761 6W Sol 536 67.7 586 83D 531 W.9 606 79.6 520 WA 666 75.8 521 43.5 ON 75.6 WI 36.1 60 73.6 621 U U Q
611 In 106.0 607 112.4 522 66.3 W7 $0.1 511 757 007 05.0 501 601 W7 771 4% 53.9 807 71.5 466 33.0 607 87.6 481 KI 807 83.4 476 37.9 607 62.7 474 33.1 807 62.7 474 R Z LUW 4 �
72Y 618 510 85.8 413 86.0 510 73.0 431 563 10 0.1.3 428 57.0 310 417.9 479 IQ1 610 53.3 0.13 WA 310 60.0 406 34.0 510 15.9 407 292 510 03.4 469 75.6 670 M.J 399 UNj (n O
2 78 M 69.4 468 72.5 400 57.8 458 61.7 361 49.6 0.68 46.1 ]% 13{ 450 {0.6 378 30.6 466 03.6 373 34.7 458 41.6 355 29J 458 37.7 362 218 458 36.0 359 21.7 458 31.7 358 a . J Z
R m Q 7 r`
7817 612 4138 67.0 381 57.3 4173 30.0 773 40.9 435 49.6 380 40.1 435 44.7 380 35.7 435 40.9 355 32.1 435 361 351 28.8 435 34.4 344 1 22.9 436 32.6 341 20.1 435 322 340 7 r
%Y 41.6 327 43.1 2% 34.1 ]27 38.4 205 29.9 327 318 260 26.1 327 263 275 23.2 327 25.7 271 70.9 327 23.7 280 17.0. 327 27.0 282 14A 327 10.3 258 ? Q Z N
00 b 31.4 297 39A 257 28.7 787 29.9 262 20..6 707 70.0 248 21.8 287 231 2414 191 2117 20.9 210 17.2 467 19.3 237 14.4 M 18.9 232 y F X M O E
70846 262 Z27 03.7 206 203 227 20.0 201 17.3 227 16.0 196 15=118.0 1% N
n N
111 n 223 213 22.7 1M 16.6 275 19.7 191 ISA 213 166 168 lL
Y Y
ELL
N
12717 17.6 1 17.9 167 1
Q x O O
TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0_ Z N N
At14:hor Capacity Table Ibs m'0
SWabaOc 27k(bncrA4 3.51,Cores. /blot CllU FMYO CAAI PT VJa00 L1aW (D�)X�ANCHOR C.AP.,,o,,.,�,��-ANCHOR CAP._ 0- �.
YtC Elco 103^SS Elco SrW Eko 103'SS Eka MO Steal 912 Sled 012S MULLION CAP.,, - �b�
Anchor CRp Paibm11 A^r3-iypa: LIC Eko UMOA 103•Eko llaacan 3ItC FJoo Ubasoa 103'EW 114acm
Ullecan AppaOYar U4rmon A9pe(labr Scar 035)9cmA 105) a,-r6!) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED
E617s Wt.ce(nk 1" atrt t• 2-7? 11m• r 2.1rr 1^ 2-vY 2• 3-116 7 o.4r 0.54• 0.32(• CAPACITY REOUIRFl)'CORRESPONDING TO AN as comp)ying With the Florida
Em9eenml l 1-174• 1a/r I-W I-W ? t-103• t-103• 1-103• t-103• I.iW 1-/N" 2• I.3/r tae^ .dr ACTUAL PRESSURE REQUIREMENT FOR THE eullding Code
2AMhom®4.75"MikO.CiSWAWd"Okct C1p01a U 3%b 360b 430ft NO 1644 to 51- ]Wb ]54b lab 37116. OR 946b 311b 442b SWb OPENING,WHEN IT LS LOWER THAN THEMULLIONNOA-No. 17-0630.01
4 Anallom C 1.15-Mn.O.C./StW OW(r Obr)Clp 019.27 4%b 700b WA WA WA A 300 b wA wA WA NA wA 682 b 9%b mob CAPACITY(FROM THE TABLE)OF THE SELECTED4 Ana1m®r Mn.O.C./R)21,5 Arps pips/019 37 760 b 780b BBO b1b Geo b746 b 660k0. 18621a 882 b 80.1 Iba 7120 b- MULLION.IT WILL YIELD A MINIMUMANCHOR Papintlon Date 0512612021
12V A-(Fy.4 WA WA WA WA WA A WA WA WA WA WA WA WA WA 715 b CAPACITY W RICH MAY BE USED TO OUALJFY Dyt Anelor/F-Clp 010.57 1%b 193b 146 W0. 187 b 3321bs 47]b 770 b 221 lb 260 bADDITIONAL ANCHOR OPTIONS FROM THEMlaml-0afodMtt ontrol
2 Arabs 1.15•Mn.O.CI F4Mp ft 6F 240 b 350 b WA WA WA A 190 b WA WA WA WA WA 317 b 142 b SBC b ANCHOR CAPACITY TABLE. J
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:
--1 1.000" r-
• • i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11 I t 1 r 1l
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE \•�aQr1Y LYNN 177i�
FIGURE 3: '-LICEN
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.76.9' Q�•'- '•,(�
�• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �. No.58705 '
IL FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
*-_
ANGLE CLIP MUST BE USED 99 PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECJFICATIONS-HOLLOW AND GROUT-FILLED J,/�
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .376' 7J'` 6 1
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 808375 AND BE A MINIMUM OF.125" �,n'•. 5 ATE ��,•-4-
F*fl • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK 08 GAUGE).STRUCTURAL STEEL TO BE AT 7•X 2.73"X.375 Ml1LLpN �S •'1.�OR10P-' ���
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %S/O- --•��G���
THE MATERIAL.910 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. /17/ NAI.
A.MW MIV ER,P.E.
FL P.E.#58705
TABLE 4A
-- Mullion Capacity Table d t_
Opening Width(tor 1eNca5y-spaMng nW6a!e)or Opening Haight(for horunl9N-spernng rrkikro) Z
5011 W n 70 in W n W in IOD 120 in 140 in 1601.
1[2.761 R-ten W TrepNeg. R4a1.rlp4e Tr.p'Tdmip. ReoitOpdr T�'lin9. Recmnpdar Traya1.np R1ztelPdar 7rpntln9. Rsetep14x ihpTrisna. i1.e1.rptl/ 714PrTemO. 84c1slpdr T1eNMap. Feot.glr 711p?de19- 2; C
La
Ladrq edrp 9edn0 LL-ft I0-61w Imdnp Los3q L.ed1g Loading tariLeft
ng LLO-&QLo.dry Loring Lo-ft LL.-d" LL.-ftL-ft
AN_
It
Tube
It I I It It
1 if 11 1! itI! if if I I1 1 '1 U ! �� � I � oil � �� I � � � �� � �� �� � � � �� � � z ���" LU
w ° _
Qin 170.0 620 170.0 435 170.0 744 170.0 476 170.0 866 /70.0 506 170.0 962 170.0 619 170.0 1110 179,0 521 170.0 1240 17Q0 521 t7ao 14W 1700 521 156.7 101 IMA 521 136.1 ISM 170.0 121 W J fn
4a'r. 770.0 Me 170.0 624 170.0 850 170.0 504 170.D 982 1700 80 170.0 1173 170.0 661 170.0 1275 170.0 677 170.0 1417 1700 aW 141.7 1417 170.0 080 1213 1417 1703 M 108.3 1417 170.0 aso
s
W.e2s in 170.0 747 770.0 563 2.70.0 896 170.0 W1 170.0 1010 110.0 664 170.0 1190 170.0 79, 1623 12W 170.0 70. 140.3 12W 170.0 759 121.9 1266 170.0 756 704.3 1266 770.0 756 91.4 1186 neo Tse W 0
5111 170.0 797 170.0 612 170.0 950 170.0 091 170,0 1116 170.0 751 150.7 110 170.0 em 133.9 1130 170.0 aw 120.0 mil 170.0 056 tW.5 1130 170.0 681 06.1 1130 170.0 a6I 75.3 1130 170.0 W7 m
W
0011 170.0 866 170.0 701 1163 015 102.1 761 125.5 015 144.5 740 100.0 915 172.3 m 11.0 915 123.0 7th 67.9 915 111.6 72D 732 915 114.4 71S B.8 915 114A 715 SLS 615 114.4 715 Q 1-
1n Z
6311 151.0 930 161.9 710 120.5 MO 130.9 ew 106.5 610 123.1 01 04.9 00 1122 670 84.4 00 104.0 682 75.9 630 901 656 63.3 630 04.5 019 542 80 941 649 474 630 94.1 049 � � W m =
as In 1321 757 140.0 650 110.0 757 119.6 036 w. 757 1062 624 CA 757 WA 614 73A 757 M.1 506 060 757 042 6W 660 7S7 70.0 5W 472 757 76.2 001 41.3 757 7S2 501 - Z a.g � C.)
cco
j R n 101.7 670 7068 552 04.6 636 91.0 510 72.7 636 W.1 530 63.0 676 722 571 66.5 676 083 514 50.0 696 023 506 11.1 636 572 500 38.7 Ola 53.3 M 71.5 636 552 M J Z
7011 56.5 671 WA 404 72.1 571 768 488 0. 71 07.4 470 64.1 Al W.6 471 40.0 571 55.5 404 432 571 Ste 459 30.0 571 47.0 451 0.9 571 41.8 M 27.0 571 K.5 446 N Q r- n'
78 n W.0 5Q 83.4 474 08.7 542 70.3 405 57.1 50 62.1 45a W.0 542 65.7 449 44.4 642 51.0 411 40.0 342 475 437 33.3 042 11.9 421 71.6 - 40.6 425 25.0 SQ 40.1 433 2 Z O Q
W 1. 621 M 53,1 99,/ 131 40T 45.4 756 372 M 70.6 N9 325 407 M.7 341 26.9 407 321 370 26.0 49,/ 206 331 21.7 107 26.1 127 10.0 M 24.7 322 76.7 M 23.0 Q 2z
319 z
go in 09 750 44.1 = 35.1 368 372 314 0.7 358 32.4 3W 2e.0 356 208 304 at 756 25.1 sW 21.3 ]58 24.0 20 17.0 756 21.0 110 15.3 756 112 2M 0. X 6f..Q
Lo
106n 0.1 261 0.8 255 25.1 203 269 251 21.5 763 22.5 247 16.6 267 10.8 244 10.7 I83 it.0 140 1St IW 16.5 277
W Lo Y 1
111 n I7.8 267 25.3 242 231 267 236 218 19.8 267 20.6 235 17.3 Ia7 ta.3 231 154 267 10.5 776 A N N N
I?<1 n 71.0 229 223 209 103 779 1S3 206 15.7 IN 76.2 202
L�3 U X a 0 0
EL
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA > (L 2 Z N
cgs $$ m 0
.._. Anehor Table ANCHOR GIP. " n�g -01 0
sa6.edc 2.A Canom44 3.5k Cola. Hol-cmu F41ad CSAI Pi Woad /ASW (DP„)X( ) ANCHOR CAP.s 88
Yte•Elan 1/Y 89 Elco YM'E1.0 174"76 Eko 410 9(01 . 6kd 412 Stall
AMM TYPO. 3110 Ebo Uleeoon IN'Eko U1.seon � Yte'Eba laescon it4•Ebo w4con A � s-s'O5)6mea los) eerew(osl USE THIS FOR TO OBTAIN THE'ANCHOR PRODUCT REVISED
Anchor Cap Pattema __
UP pat-Ml 1' ate' 1• 2-111• 3-1A" 1• atrr c• 2.117 7 3-VC 2• o.IM 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florlda
EmOte.eB taro• 1-314• 1-3M• 1414" 7 1-1111• .1-11. MA" 1-w• 1-vs" 1-iw 7 i yr 1-311' unlet ACTUAL PRESSURE REQUIREMENT FUR THE NOA-ng Cone
NOBuilding 17-0630.01
2 M Q 4.75•MNt O.C.I S 9,r Oftel
alp
(HIO.11 M'b 300b. 401. 690 tr 1644 a 27016. Na 354 b 740 9,w 774 a 86410. 046 b 341 les 442 Na 5W be OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhm Q 1 1S A1n.O.C.I Stsded 4o 0%/ 0 CAP flu.21 4W 0. IM b WA WA WA wA 3W IED WA WA WA WA WA 6521G 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED Eipiratlon Oete 05/26/2021
I Anclon Q T MM1 O.0 r(7)205.0101.CNet I Ola 71 78C M. 7W b 6W b 1560 Ys 16PS b 540 N. 5w 0. WA 7W tx 716 8E BW 160 109211. 8831. 1120 b MULLION.R WILL YIELD A MINIMUM ANCHOR
7 Anend.11 O45"tAn.O.C.I UtW Iffl.AW ANm.(Fli,41 WA WA WA WA WA WA WA WA WA WA WA WA WA 715F. CAPACITY WHICH MAY BE USED TO QUALIFY sY
I Ardor!FLOP(Fg.51 195 b !96 m 775 Yr 445 b. &22b. 135 Its 14016. 1T7 td 770 b 157 M 9321M 4731111 170 b 221 bt 2W p ADDITIONAL ANCHOR OPTIONS FROM THE Miam ■ ro nct Control
2 Anc0an 7.15"M1..O.CfF (Hip.01 240 M.
'3W Lot WA WA WA WA tW lbs WA WA WA WA WA 34th M2b 5Wp ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES:
-"-{ 1.000' r--
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.
1141urrr//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 6 ALLOWABLE.
FIGURE 3. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' �\�l�a•' t,10EN 'M�4' i
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��•'• � �f�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 C
* *_
ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES'CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1 -
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOSHALL BE PRESSURE-TREATED '�
OD "
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
• - THIO(.STFSL STUDS TO BE A MMIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT '� •��
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.BW MULLION ��yl '•:e,�OgiOP•..'G���`
• THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR MO S.S. /�iS�QNaI
AtLYW&LER,P.E.
FL P.E.#58705
TABLE 5A __ n Q A
MuSon Capacity Table �3 ac 'kt
OD/aNY IM1tlh(Tar vaNra9}epartirg rt1L6DrLs)or Opening Height(for hwaxtaksperining mf7liors) C d
g
so In 60 it 70i, so 111 90 In foo: I 1201. 1401. 15DIn g
Reclatp4. T1W/7d.%V Trep'T4e 4 Red.i92. T.".v RecW ww I'lw T4.4 RroWglr T.".v f•eMp9.I Torr '& P-%no Ir TrWTri m. 74rcie� T p 7riap RaW n*rr 4 O°1
1"i 3.126'x Loadlp Loe6n9 Loedn9 L-ft LOebp L-kq LO.&V l9edltp LOedry LO1a1V Lwdlq LOednp LO-6m L--*W LOtlrp Lwdn9 Leedrp Laadrq aY v
.600"Alum �r = g k z i z a LL
Tuba Mu6 $ 3 $ � 3 € g � >9. d Cz Fdp. pl E. a
421. 170.0 em 170.0 475 170.0 744 170.0 475 ira0 8M 1ra0 SW 170.0 992 170.0 519 170,0 1116 170.0W 170.0 1240 170.0 7x1 170.0 14M 170.0 321 170.0 1735 170.0 Sn 164.4 1802 1760 521 W 0 �
J
H In 170.0 709 170.0 524 170.0 590 170.0 SN 1-10.01 992 I 170.0 630 170.0 7113 770.0 601 17u0 1275 770.0 877 170.0 1117 170.0 900 157.7 1577 170.0 980 135.1 7777 170.0 660 118.2 1577 170.0 660 N � Tn
50.625 In 170.0 747 170.0 063 170.0 we 170.0 637 170.0 10w 170.0 884 170.0 11LL
95 170.0 723 110.0 1715 170.0 717 170.0 1464 170.0 799 U1.7 1196 170.0 7S6 121 S 1495 170.0 756 N. 1496 170.0 738 W O ~
54 in 1700 797 170.! 612 176.9 956 fraa 891 170.01 1116 I Ime 761 170.0 1119 170.0 eo3 186.1 ,4m /rao 617 lw.s 1401 17ao 936 12/6 140 170.40 951 100.6 1401 /ro.o eef w.4 /101 170.0 691 C 01)Z) CIDW
60 i, 170.0 885 170.0 701 170.0 1003 170.0 797 158-51 1158 1170.01 675 134.7 1159 157.0 928 123.3 1156 156.5 917 111.0 1156 110.7 910 92.5 1156 1415 903 79.3 1156 144.5 903 09.4 1150 144.5 907 F U
701. 170.0 930 170.0 T1s 1396 low 170.0 IN1770 1019 133.9 1101311013119.6 1649 111.7 616 100.9 low 1320 4078 96.9 low 1278 see 79.9 low 119.3 920 60.5 low 116-0 819 59.9 1046714Z9 919 Lj j 111 _ ¢
60111 100.8 958 170.0 789 139.0 -956 1151.3 aN 119.1 955 133.7 M /642 950 121.4 775 92.6 956 1128 786 83.4 965 108.4 757 603 955 99.8 749 50.6 M 98.7 746 527 9x Pel 740 z Z W a V
726 U&S am 134.9 f•7107.0 11.93 114.9 682 H.8 807 101.1 670 80.3 em 912 ON 71.4 603 63.9 6w 641 603 788 642 533 Xn 72.2 a= 45.9 603 69.9 we 40.1 607 69.7 an W Ll eZO
76 i1 109.2 721 1111 an 91.0 721 970 6m 76.0 721 64.1 500 W.3 721 765 506 60.7 721 rat SN 54.0 721 65.4 579 45.5 721 50.4 seg 30.0 721 50.0 564 34.1 721 $9.1 653 � J J
J
7e in SOLD ®/ 10S.1 NO 642 664 898 557 722 664 7!40 576 67.1 864 70.1 767 66.1 661 NA 358 30.5 664 599 557 121 081 51.1 641 381 964 51.7 536 71.6 664 508 571 Z FZ M Q
W 1. 858 514 67.9 450 64.0 614 57.3 448 47.0 614 50.0 440 41.1 514 14.8 433 36.5 514 403 477 32.8 614 77.3 421 27.4 514 1 93.0 412 23.5 514 308 400 265 564 29.0 403 2 h z
00
96 M 512 452 55.7 464 452 452 47.0 395 38.7 472 40.9 300 33.9 452 36A 364 30.1 452 328 378 27.1 432 70.3 373 228 452 268 365 19.4 452 242 350 189 4% 22.8 355 d N U p 9 CD A0
100111 361 357 348 322 91,7 357 32.7 317 27.2 3$7 268 312 23.8 357 21.2 308 21.1 357 22.7 303 19.0 957 200 20 111.9 357 16.0 293 138 357 162 287 11.9 337 15.0 203 W (y m 8
171 h 33.1 734 358 306 292 936 30.1 301 25.0 3b 25.1 206 21.9 330 2J.1 ffi 195 338 20.6 266 11.8 930 19.0 281 11.6 336 16.5 276 123 918 14.8 273 71.0 ]76 13.6 IM 0 Cl)
12Dh 27.7 289 ?e2 283 231 248 23.7 250 19.8 M 20.5 256 17.7 289 161 252 15.4 289 16.3 249 13.9 M 149 246 178 2w 12.8 210 0.9 700 118 236 6.7 264 108 232 O (� x ¢ O O
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: fl Z
An horCa TaM• m0
ANCFIOR CAP..,.,,.0 O i0•Q:
su9.rae 211 Coreiae 376 eme. NOI.4 Ont FlteO CMu PT wo54 Mels (DP•,•)X( ).ANCHOR CAP.,,,. � s &-f�'
&Is-8'. u/'59 Bco NITEfc9 trr SS Eho ItOSed 401251611 4112 Steil MULLION CAP.,,e,,,",
Anchor Cap Parima NKWIype SfITElcowmal yr Elcoulowl ans'E'.Low.1 v1 OccUlwal AWSO� �1 (05) (O7) Srr•6(O5) USE THIS FORMULA TO OBTAIN THE'7WCHOR PRODUCT REVISED
UtlecOn Wbecm A a SCM St7ew
[ape d7telrA 9111 /' 2412 l' 2-v2 3./1C P 241/7 1' 2-v2 2 StA7 7 OAC 0.51' 0821 CAPACITY REQUIRED'CORRESPONDING TO AN 18 complying with the Florida
E2LO .9 n 1974' Idle I-we 14r 7 t-v4^ i-ve 1-14' i-ve i-171 7-v1. 2 1-aC tyC 1401164 ACTUAL PRESSURE REQUIREMENT FOR THE Building Cod•
2 Ae[MS 1114 75'Nrt 0/S M60 a Octet CiP ft 11 39D bs 390 to 450 bs 890 to 164465 270 b 29D d x4 WS 740106 3741% 664 to 646 b 341 en 442 IN wo b OPENING,WHEN R IS LOWER THAN THE MULLION NOA-No. 17.0630.01
4 AMtM 01.15'Mh 0/SWIMO Or O0d)Ctp ftp$ 490 In 700 Er NIA WA NM NM 380116 NIA NA NIA WA WA 692 to am N 1131 b CAPACITY(FROM THE TABLE)OF THE SELECTED E,lpirafion oat•05/26/2021
aAnch-6 7 Mn O.0/(2)215 ArykCl"r fip 31 780 be 770 ee 800 be 15W to 14096 9e 5w 1. 5fio 1. NIA 760 91 748196 ado is 1802 ea 582 oe am ea 1120 ea MULLION.IT WILL YIELD A MINIMUM ANCHOR
9A1CM•®0..15'MYI.O.C./U121►p,190.124 Alm f194) NTA WA N/A WA NIA NM WA NIA WA NIA WA WA WA WA /073 as CAPACITY WHICH MAY BE USED TO QUALIFY BY
1 Aretmr/F43i1 ftp 51 W6 DS lm b 276 b 413101 Mt* 13665 140 h 177 w 90111 167 91 332 Ne 473 to 170 bb 1 221 bb 780 to ADDITIONAL ANCHOR OPTIONS FROM THE Mlami-0 a Produot ontro
2 Ar*)M Q 7.14 Nrt O Cl f R. 240 tri SW h NA WA I WA NIA 190 to NA WA NA WA WA 641 b1. 1 442 IM I 060190 ANC14OR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
h-1.000"-1
FIGURE 1: 1�FIGURE 2- TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125, `\`7t 777I
FIGURE 3: a�NY L.y
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��\�'� .• JCENSF /N
• • • • I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. P' O�
. *: No.58705 •.- *;
ANGLE CLIP MUST BE USED IN PAIRS. Soo
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4. FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' 1'X 3.125 X.S MIRUON '�� S TE '�.
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO 13E AT "(5
LEAST.125'THICK AND 838.All ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) :(CS-'.;°L •GCC
OR..P.••
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAV BE STEEL,78.8 S.S.OR 410 S.S. iI S'0 AL
A./LYNNI IMLL�,P.E.
FL P.E.#58705
TABLE 6AIC pp
MuNon Capacity Table(IbsM z)
Op•nYq WIN (lorverlraksparnry mIsions)or Opening Height(for horizor99y-apary ing mtHlme) yyr
9n 80h mel so in Nin loo I. 1201 1400 191.
Ro,lool r Th0Rria1. %xWrWar TtepTAM nwbnP4ar TnWMNM. RwM,p/+r TnVT4en4 Ra- I)Ldr TmWrrlao. R ct sior Tn91MaY RxbnPar Tronh n0. Iid+v+r Toord aF nedwgoa I Tnpnvw 0
1x4:.125 latltl leeirp Lee6W laebp Inedrq La•Orp Loedrg L-619 LeaAn9 lneerp i.oedro L08drq LoednG tpedrl9 Loedr9 Ice•OY Leebq Lmdro 1)Y
Alum.TulseT$� ag .Al_ y _ F' Td•. 'g� 'a�.. �a.. g t F fag-
Ilui6n $ 8 p 'kLU
cel
UJI
u1. 170.0 620 170.0 436 +10.0 706 170.0 478 170.0 061 1170.0 005 170.0 993 170.01 511 170.0 1116 117001 00 1 170.0 1240 170.0 621 170.0 1488 170.01 531 145.6 14N 170.0 521 127.6 /40 170.0 1 521 1
l0) N
4an 170.0 700 170.0 506 170.1) •s0 170.0 SM 170,0 992 170.0 630 170.0 1133 170.0 eel 7700 1275 Me 6n 716.3 1303 1711 6W 130.3 1505 170.0 806 111.7 1311 170.0 Geo 97.7 1308 I"A MI ¢ j 4n
6D.176h 170.0 747 170.0 63 I70A Nit 1700 631 170.0 1044 170.0 94 170.0 1195 170.0 723 136.1 13]6 1700 747 1406 1376 170.0 79 117.1 1236 170.0 79 100.4 1276 170.0 750 67.1 1238 170.4 756
W $ u3
Nh 170.0 797 170.0 612 170.0 976 1700 091 170.0 1144 170.0 714 /N 9 0.4 77 770. 007 1372 1161 170.0 437 133.6 119 170.0 666 102.4 119 170.0 9/ 2 9 119A
t .O 97 772 119 170.0 061 K m
601. 170.0 U5 170.0 7117 19.7 1042 17LO 797 142.9 1042 101.1 132 136.1 1012 1417 115 1112 IOU 1369 001 100.0 1042 1]02 rat 44 /062 773.1 1 7tl 71.5 1062 1211 7tl 620 lea 136.1 763 OD (�
e3 in 170A W 1700 745 1512 N2 146 018 1296 013 144.4 7W 113.4 982 131.0 762 1000 992 121.4 79 90.7 9P1 1144 79 Me 912 101.4 745 066 913 1m0 744 50.7 SM 108.0 706 t) Q
9h 19.4 067 170.0 706 1376 067 141.0 79 1141 M 130.3 79 103.4 •47 117,7 752 119 947 100.7 738 827 M 14112.2 727 eU KT 101 713 WI N7 06.0 71151.7 9Q s" 711 ? Z V, x
721. 136.9 019 1427 737 1132 619 131.6 732 87.0 W 1000 79 06.9 818 96.4 W 706 649 9.7 96 0.9 649 82.7 076 MA 949 75.3 119 48.5 1106 726 682 42.6 ON 72.4 91 yyjWe� 2 Wa 1Q
76 h 115.5 762 120.7 69 9.3 762 102.6 692 626 743 90.0 640 71.2 762 80.9 629 1 062 1 762 742 ®0 W.1 762 92 613 40.1 712 62.8 062 41.3 763 609 507 30.1 762 9.4 591 F to z
N 76 h 106.9 138 111.4 634 N.0 724 448 621 71.3 IN M11 ON 8U I 728 74.4 506 9.4 724 001 587 53.4 724 44 M3 064 724 67.3 573 362 724 543 667 314 774 9.5 W5 inn J
90in NA so 779 463 06.0 6q 9.7 414 41.7 617 829 416 pit 60 47.1 49 30.6 643 42.6 462 346 683 315 066 29.0 613 34.9 436 346 50 311 430 21.7 543 30.7 CS Z Z = Q N �
S Q 2 z V r3
91. 57.3 476 9.9 427 47.8 rn 49.7 419 40.9 471 432 412 35.6 4711 38.s 408 31.6 478 346 49 207 478 320 396 330 476 >s.1 39 mit rn 216 7110 176 rn 71.2 376 a N N 1) O
108 40.3 377 41.1 1 341 316 377 34.8 1 333 9.11 377 300 370 26.2 377 26.6 323 22A 377 31.0 321 20.1 371 220 317 16.8 377 19.0 316 144 m 17.1 all
11111 37.1 367 37.8 m 30A 367 3163111 2114 367 286 313 x32 867 24.4 = 306M7 210 305 166 767 20.1 301 164 W 77.! 706 x Y 3C
lob 20] 39 206 270 244 39 211 274 212 39 21.7 270 18.3 306 102 207 1119 306 17.3 283 x Q 3 3
106M 17.0 212 17.2 IN Q_ Z O
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: g}y fig$ m o
S,>Darale: 378 C-Ile MCapacity 3.Sk Gwm Ta6M Home G10 Faw G01 FT Wow mom (pp®)x/ANCHOR oAP.�,.�.\�ANCHOR CAP., �'
Y1a•13oo UTeBEbOS/10Ek0 1M•93Eb4 n08ne1 t72Illbd #12 else MULLIONpRODUCTREVISED
Mdror l7pe• 3HC EIm tlbaean /M Eko lllrecm 301V Eke Latacee W'Ebo UTxm
AnchorCop Pnb m ��^^ Aog.Gd. 1Nleoen A9a•0•or $.-(G5)Oen1lO5) scr4rr(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR Building
ngwith the Florida
Eap.
c.o! 1, 1• 2.1rr 1• 2-117 }1/1• 1' 2.1? t• 2-111 7 3•+06• 7 0.46• o.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Smldlllg Cod•
Embedn•406 NM' 1.344' HM• 1.34• 7 1-144 1-1M• 1-144I-1011 144•-/ 1-1/c 7 ta/T 1J•• WI. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-ago. 17-0630.01
2 Anrh=04.74 Mia 0.C./B1.ndertl«OAet cue(F19.162k 390 be 90 No 4511" 890q 1644168 270" 206" 3540. 740" 374 ft 564" 906" 341" 442 IN 590. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dal•05/2612021
4 A•4hn,C 22T Mir.O.C.1 St- (=r o8set)Up IRO.77 700 to mile 59 b 141011 952 b WA sw b VA 69 be WA b801be WA 682 b 6910, 1120 No CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Arch-D 1.IT Mh.O.C.I StivL (or Oa,et)Cep(F0..47 OW b 1400 b WA WA wA wA MIN WA WA WA WA WA 1363 b 1770 b 2240 to MULLION.R WILL YIELD A MINIMUM ANCHOR By
4AM-D 7 Min 0.0/(2)245 An9b Coq/(Fla Sy 706" TIO" BNb 1360" 169" 506" 68016e WA 790. 746144 880 It. 1062" 92 b4 m0. tt20to CAPACITY WHICH MAY BE USED TO QUALIFY Mhm r1) M. ontro
6Aneh-A 3•Ila O.C./R)2r5 M9b Clbtft B7 1170" 1170" 1110 be 2340" 25"0. NOq 640" WA 7140q 1122" 1310" 7064" 1022". 1327W /6tlb ADDITIONAL ANCHOR OPTIONS FROM THE
4 Aro6•e•0.45'Min.O.C.11.1-01p,Inco.126-Alm.(FV 77 WA WA WA WA WA WA WA WA WA WA WA WA WA wA 1470 b ANCHOR CAPACITY TABLE
2 ArtNn•o22Y Mh.O.Cl F41;F14 63 1150" 9511" 290. 7060. 1710. WA MOb WA Nib NIA 4060. WA 1111" Nab 9110.
4 AnOws 1.IT Mh,O.C./F IF10.9 48D q 700 b WA IWA I WA I INA I WD b I WA WA wA WA WA 1 61112ft 1 49 b 1170 p
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. _ 1000-
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3. FIGURE 4: FIGURE 8: FIGURE I
1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
•
Dr
• • LOADING.• • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
LYNN 1',,
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.U. ; �'A,.•�,G1'•:�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'�• No 68705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =*
FIGURE 5: FIGURE 6: FIGURE/. SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��••
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.tNWO SHALL BE PRESSURE-TREATED YELLOW _ .725' ;0,� ATE :•4[/:
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL i '•.RLORtOP'.•=
ANGLE CLIP FIGURES 555)MUST BE USED W PAIRS. AND A36.ALL ANCSTUDS TO BE A HORS INTNIMUM O METAL SHALL EXTEND AE 33 AND.046"THICK IT LEAST 9 SCREW THREAD.STRUCTURAL S BE OND THE MATERIAL OTO BE AT LEAST.12.7 I3 ''ss'ONA�- ?G``
t r x C x.125* A.Cow" +t•P
M1LlP .E.
012 ANCHORS INTO WOOD MAY BE STEEL,7318 S.S.OR 410 S.S. MULLION
FL P.E.A 58705
TABLE 7A _ le
Mullion Capacky Table R$
OpenNlp Width(Tor wmcely ep9ming m 0o s)orOp•nl g H•1pM(Wr tlaia]rlrlyspamlrlg muf m) 4" d
SO in 60 M 7 M 101. 901. 100 M 170 M 140 In 161)In s
1zsX.375 Rec16w✓. 7f.wgm". Reou.9+r T7epfTamm. R.cb1lwA- TIWTa.w R.-mmdm TIep776mm, Rd wuw TnMn.n9 R.cyrp l.r ytwTmm. LO.dnp TraPrI m TmpT qq� TI drM
Alum.Tub6 Lmnp L0.dn8 4n.dn9 lmarrm Loemm L0.d1m I.W., Wed" L-anp Oadnp Lwav 1°'dw o1,Lo
J
lu-j:
1. IM ]llg _ 1 Td
r 1 11111121 if n if is ifaMu81oni �' p� �' �' �' �7� Y �' gR 6 �' ❑ N a .V
LU
42 in 770.o 620 170.0 435 1700 7u 17.D 476 1700 /B6 170.0 606 170.0 982 170.0 519 17.0 1116 170.0 521 170.0 1240 17x0 321 170.0 14M 170.0 621 170.0 1735 t70D 521 170.0 1913 110.0 Rt N L S
46 M 170.0 706 170.0 524 170.0 050 170.0 x1 170.0 092 170.0 SM 170.0 1133 17.0 661 170.0 1175 170.0 671 170.0 U/7 17a0 Bb 170.0 7700 170.0 660 17.0 196.7 17.0 646 131 6 2024 17.0 080 ¢ J
Nr Z N
10'm 170.0 747 170.0 563 170.0 NG 170.0 631 1710 1045 1700 661 170.0 1193 170.0 723 170.0 1315 170.0 747 17.0 1+91 170.0 756 170.0 1727 170.0 756 156.0 1919 170.0 756 1366 1919 170.0 766 2
7
%M 1700 797 '7D 612 170 9x 17.0 611 170.0 1116 17.0 761 170.0 7275 170.0 IW 170.0 1434 17.0 837 17.0 1594 1710 906 159.9 1790 170 661 137.1 1790 170A M7 120.0 17M 17.0 061 K a3 M 1n
LU
6D In 170.0 885 17.0 71 17.0 1053 17.0 769 170.0 1240 17.0 076 17.0 1417 17.0 014 17.0 7384 17.0 936 156.1 1619 170.0 Ion 129• 1619 170.0 1063 111.0 1618 17.0 1063 972 1619 17.0 1053 -! H to 0
63M 17.0 930 17.0 745 17.0 1110 ITOA ON 170.0 1302 170.0 NO 17.0 1488 17.0 1016 156.7 1542 170.0 1076 141.0 1312 170.0 1122 117.5 1512 166.5 1156 700.7 1542 167.8 1157 /0.1 1542 1674 1157 a z
{,
66 In 170.0 674 17.0 759 77.0 1169 17.0 693 170 IJ61 170.0 1002 170.6 1472 17.0 1086 1426 1472 1066 1146 128.5 1472 130.1 1130 107.1 1472 t47.6 1100 910 1472 146.0 1104 80.3 1472 146.0 1704 Z z u) m �
RM 17x0 1063 170 678 17.0 1273 17.0 1008 750.8 1]20 166.2 1101 1320 1370 149.9 1082 117.3 1320 137.8 1061 705.0 1= 128.6 1049 WA 1320 117.0 1024 75.4 1320 1120 1013 660 1320 t1Z5 1012 W W O
TOM 170.0 1123 170 937 148.6 1184 759.4 1017 1702 1164 I.. 901 1122 11M 175.7 776 90.7 1161 116.3 904 68.6 1761 107.5 ➢52 74.8 1161 69.0 835 61.1 1104 93.1 027 56.1 1161 82] 925 qj y 'J7( z
78 In 106.1 1721 1702 967 7]8.4 1124 147.0 093 11&6 1124 128.8 947 1016 1124 115.9 931 223 1124 105A 910 63.0 1124 80.5 906 602 112/ 80.0 NO 59.3 1124 84.3 601 51.9 1124 812 170 O J
F J
90M 106.1 8M 1113 750 90.1 614 94.3 738 77.2 844 821 724 67.6 844 73.3 712 60.1 644 860 702 64.0 QM 6!.1 669 46.0 641 54.2 678 368 844 SOA ON 330 8M 477 062 �FZ- Q z
OB In 08.1 742 0.5 061 112 742 772 652 616 742 872 541 56.7 742 MA 631 49.5 742 64.1 CU +{.5 742 19.1 6U 37.1 742 43.6 800 ]1.6 742 30.6 690 27.8 747 37.6 684 a u)
as 620 586 819 570 52.1 566 511 521 44.7 546 46.6 513 %.1 516 41.4 605 344 585 37.3 468 31.3 186 343 492 20.1 546 78.6 461 22.3 366 20.6 472 19.6 686 24.7 466 N �77i1
117 M STA 653 x.8 603 460 555 463 469 412 656 420 487 36.0 566 30.0 460 320 566 J12 173 20.9 666 31.3 467 MA 566 27.1 457 200 353 24.3 446 10.0 563 121 412 IQ x Y Y
120M 46.6 475 46.4 433 36.0 {75 78.0 {?0 726 476 317 470 26.5 175 206 414 253 173 10,6 109 126 ITS 14.5 404 Ito 47 11.1 393 10.3 173 167 787 14.3 475 17.2 301 Q � � h
c5 Q x a 0 0
144 M 76.4 330 20.7 306 22.0 330 221 701 18.9 330 79.3 287 76.5 330 17.0 283 a (L c�- z m 0
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA o g n
Anchor Capedtv Table ANCHOR CAP.,. ,,,, U
89461.4 2.71 3 G Oma. CMU Few emu PT Wb MBI (DP_)X( )=ANCHOR CAP.- _ 8
5116•ELO 1/1.68 Eko 3H8-Eko 1W880.. BIO S(G5)
012 6tM 012 Sle• MULLION CAP.,e,.,,,,
Anelmr 779.' 3tiC 000 L11- Iw E60 U8n I 31/6•Eko Lenten 114"Ebo Waoon PRODUCT REVISED
Anchor CAP P6tbrns U9ac01t Ap•.Gm. U9rmon A9prK341pr x1.6µ13l SuOw(G5) xr4.(OSI USE THIS FORMULA TO 087069 THE"ANCHOR a9 complyltg with th•Florida
Edge O1.t...M7 I' 2-t? 1• 2-Err 1116' 1• 217 1• 2-1? 7 11/6' 7 0,4r 0.51• 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Buih7irg Cod•
Eem.•mnt(h7 1.9N' 7JV- 1+69- Nw 7 1-1/4' 1-1M' 1-IAP 1-7N" 1.114' 1 1 'r 7 id/r 1a7r I.b ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Anctm 0 4.75 Min 0.I SOW.o o Obet C11p IRe.1127 390 b 39318. 45ol. 89D In /6N be Zm b 290 b 354 as 740 b 374 b 1 661 We 946 b 341 It. 442 b 580 b OPENING,WHEN IT IS LOWER THAN THE MULLION Cxpiratbn Data 05/26!2021
4 AnOh..6 225 Ma O.L./BtwAm(orore0 cap(Fp.3x 7m b 700 b No b. mio b an b wA 36o b WA G"ft WA we b WA 612 b ess Be t 120 b CAPACITY(FROM THE TABLE)OF THE SELECTED
8A,.h..01.1.7 MM.O.C.I$twdeld l«OUm)Clip 610.43 95046 14001M WA WA WA WA MIM WA WA WA wA WA 1353 be Irmr. 22401 MULLION.FI WILL YIELD A MINIMUM ANCHOR By17
4 Arnh..0 T MA O.C./(2)215 Area Clia I".SI T80 b. 760 b 680 b 150 The INN b $40 b 560 Be WA 76016. 746 b 000 b 1892 a. 6&2 b 695146 1120 b. CAPACITY WHICH MAY BE USED TO QUALIFY Mlam r4Wuct ont
8 A.-I-O 3•Mn.O.C./M 275 ArGh 0.p.I(Fp.ft, 117011 1170am Tom b 2340 b 28"b. 6fo be 940 b WA 1140 b 1 t22 ea 13M b. 2938 b 7022 Its 1327 b 16M be ADDITIONAL ANCHOR OPTIONS FROM THE
4A. 00.46"Min.O.C./U40k hb.726"A19n.(F19.77 WA _ _WA WA WA WA WA WA WA WA WA N/A WA WA WA 1430 b. ANCHOR CAPACITY TABLE.
2Aroam.022S MM.O.O/F-cap 619.ej ]5046 36946 29046 70546 47846 WA 2600• WA ]1346 WA 4406. WA 31146 447146 56046
4 Alwnme 1.15 Mh.O.C/FCJIp 667 9T 4BO b 700 b WA WA NIA WA 380 b WA WA WA WA WA 612 b 065146 1110 b
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --i 1.062" .000' (---
TABLE NOTES:
FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 15 ALLOWABLE.
L10ENSF
• • • • • • • 3)MULLK)N AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4000' 4.000,
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -
FIGURE 5: FIGURE 6: FIGURE 7: - *-
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1�^VAU',
-7
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE 7PR 3-75 AND BEA MI YELLOW SOUTHERN PINE EL S AN SGOF 0A ALUMINUM SHALLBE - %�,CSA•
606375 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' 375" .375 •AOR...... j
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL ANCHORS �i7 S/� -AA'- -e\y ,,�
ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 d#12 1"X 4"X.375. 1"X 4'X.375"� A.LVFX/N/11'QW,
ANGLE P.E.
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T"-MULLION MULLION
FL P.E.#58705
TABLE 8A yp Q
Mullion Capacity Table Ibofie)
Opening Width(for milmilysperring fmAorm)or Opening Height(for hovi %-Spening mMorm) rj
50n so In min eon son tm in 12D in 140h 1Mo <
125"3 R.om gWo D-0111+ev R-un'tr. T-WTUW p-mvir T Pff-0 Rnb Wr TIWTW4 r Tn07rnrq. P-d- lr TnplTEenp ReehrpW m.WTe o. IicbnWe Trepdfrintp. R4r04r TtplliMp.
LarinO Lotlnp lneenp Lae41p Loserg Loeitp Lan•Ip lwdng Ia•3N LnadnO L4ed116 LetlnO L-ft Leaei Loadng Laehp LaaAnp Lmdeg
1.186"3 _ s
Tube w� C-4 7 d
^ 0.9 a a- a a�
Uj
42n170.0 On 170.0 Iia 770.0 744 110.0 418 170.0 SM IMO 50 170.0 902 Im.O 510 170.0 1110 170.0 S21 170.0 120 170.0 621 170.0 10.8 tra0 671 170.0 1776 /70.0 $21 151.9 1760 170.0 521 y
an 770.0 Toe 170.0 Sx 170.0 eM 170.0 60. 770.0 ea7 17OL6 s3o 1170.0 His 170.0en 1700 1217 170D sn 170.0 1177 170A Mo 154.e Isla 1760 eM 13z7 1s4e 770.0 eM 114.1 1540. 170.0 606
70.675 in 170.0 777 170.0 067 170D iM 7760 q1 1700 1006 /70.0 064 170.0 1106 170.0 723 1760 1316 170.0 747 167.0 /406 170A 758 1301 1470 170.0 70.6 1103 1106 1m.D 176 10{.4 /406 170.0 70.6
54 in 170.0 707 170.0 012 170.0 906 3ra0 M 170.0 1116 Imo 764 1700 1276 170.0 002 1.11 1374 170.0 937 140.8 13M 1ra0 iM 1223 1]78 17.0 061 1mA 1376 170.0 m 01.7 1717 170.0 M1 W 8
CO y LU
Mn 170.0 065 170.0 7M 170.0 100 170.0 m 15A 11M 1760 en IWO 1154 147A MO 125.8 1106 IWO 176 111.2 1138 /06.0 012 02.7 1106 14/.4 060 [W7
1106 /0..0 ON 0.5 1106 144.6 065 � F LU Ib (Wr)
M In 170.0 IM 17LO 743 106.1 106+ in.0 NO 137.2 1051 165.6 00 1261 1061 1420 066 103.7 1051 137.3 067 061 1051 123.7 NO 06.1 1051 1115 622 10.61 110.1 Ott MD 1061 110.1 071 Cl N Q
06 in 167.7 067 170.0 780 130.3 067 151.0 606 116.4 W7 134.0 700 704.4 087 121A 717 028 067 117.4 M7 1136 067 06.6 706 06.6 067 100.0 706 m 06.6 70. 672 057 106.0 7" ? Z J g m V
nn lar em /sae 664 1703 IN /702 ee4 0.1.5 ea 101.3 071 06.4 O04 VIA eM 713 064 44.1 0.0 e4./ 804 n.e W 06.6 am 72s 433 804 M-9 ea 40.2 em as els w DO70 n 108.4 722 114.1 630 n.2 722 072 616 172 722 06.3 9M 06.4 722 767 506 06.0 r72 703 606 54.7 722 06.8 MO 46A M 06.5 FM 722 06.7 506 342 722 062 664 F J H 10
nn 1012 665 105.6 MO 06.4 6M 06.5 50 723 005 15.5 617 673 M5 70.5 0.M 062 080. 845 5W 50A 606 461 663 422 606 643 613 M5 41.4 537 31.8 6M 0.0.7 sm co90n MA 515 06.0 457 54.0 SIS 37.5 449 47.1 515 661 441 413 515 44.7 434 35.6 515 40.6 420 73.0 615 37.4 422 2/A $15 311 413 515 30.5 407 20.6 SIS 20.1 404 Z ZX Z061. 61.3 453 515 404 45.3 406 47.1 397 06.6 406 41.0 301 33.0 483 ]8.4 306 302 453 37.0 317 772 467 30.4 374 726 453 a6 306 406 243 306 17.0 453 220 366 O0. m }O$O
1081. 31.1 3% 30.0 323 31.8 306 328 318 27.2 306 20A 313 25A 35O 282 306 212 306 227 370 111 306 20.0 370 153 306 160 203 n a
111 IS 74.1 1 336 1 76A 306 20.3 114 70.1 706 25.1 330 261 2W 22D 338 212 n3 103 736 20.0 306 17.6 331 10.1 206 9 R' X to
12017 27.3 200 2IL3 7N 712 206 22.8 710 102 790 MA 206 VA 206 162 206 15.4 700 16I 2Y V 10 Q
30
tan /e.t 701 15.3 106 o Q Z 0 0
m0go
TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA e
AneherC• Table ANCHOR CAP.,e,,,,` y E,
91WOe[ 2.77 C-Ne 3Pr Oon: N CMU Filed CMU PT Wta10 Merl (DP_)X(X-WN.-'9f
1.ANCHORCAP.-
bIVmco twSO,Eto Sne'Eto vr33sc,o mostee 4n2s15e 012 �NJLLIONCAP..o„.... PRODUCT REVISED
Art[1v 1174 aco tafsm ve Fto UOecm 6'+s IXourem wBcouOwcm
Anchor Clip Patleme lel•em AggeONr UMem AWec"ae 9es•(r35)scter K7A ScmM USE THIS FORMULA TO OBTAIN THE'ANCHOR as eemMng with the Florida
E095 a51.rce8R +' 2.112 r bur >us * 2-vr r 2.117 7 3•u' r 0.49• ase• r3 CAPACITY REQUIRED'CORRESPONDING TO AN sWMing CCoodd•
Em0edm6 IAN' Iyt 1JN' 1.YI' r 1.114' 1•v4 1.11M 7-ve 10. -116'
4' mw r 1IHIS -164ACTUAL PRESSURE REQUIREMENT FOR THE NOA-N0. 17-0830'0
2Ar[ Nl47r 8617 07-1 monom or ore alp ft Ig 19 Mob 47019 1 ad 270 19 28017 We-. '740 So 97419 GH 9 70619 34119 44217 30617 OPENING,WHEN!T IS LOWER THAN THE MULLION Fapantion Dab 05!281202'1
fe6
4 Aea01.16`M1.O.G!81 mSau(or a0e)Cap rig 27 4503 110 n 0. 7WA WA NA NA 3m to WA WA NIA WA WA m2 be IM as 7120 n CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMnMorMie.0C.7M20An9le C1p7(ig 3) 70619 7W19 OM r0. 1506b 78M a4 son 50619 WA 76019 745 be m19 1402 be 0219 mn Ilmto MULLION.R WILL YIELD A MINIMUM ANCHOR By
FI
AlcMeo0.4r M1..O.0 lULtb 1.b 127 ALO ft 4) k^ NA WA WA NA W 35217 A WA NA WA NA WA WA NA WA Mm IM CAPACITY WHICH MAY BE USED TO QUALIFY Mean eet onfrol
tArclvrF47p F:0. 1019 10.0. 70.19 445M 4x719 73619 +40 to In" Some 11719 41717 17017 7019 0.o rs ADDITIONAL ANCHOR OPTIONS FROM THE
II Anc1a5 /.1e•IAN 0 c f 6r 21019 3MIX NA WA NIA NM 100 n NM WA NIA WA NA 3410 8 440 n 560 b ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE is 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. tl7 L L L I 1 I I f!!7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDK)R OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: OCENgF
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � t",•' Y.(n�
BEP MUT
SHEETS 21 23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICT,ONS * No ae
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND Z
FIGURE 4: FIGURE 5: FIGURE 6. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD Sf1ALL �Q MATET '
Lo
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE8063.75 AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND045-THICK(18 GAUGE).STRUCTURAL 1.75'X 3.106'X286'MULLION �ssC? ?•-
ANCHORS INTO METAL SHALL EXTEND ATELEAST 3 SEL TO BE ACREW THRT LEAST.EADS BEYOND T25-THICK AND HE MATERIAL. (1-1/4'VF MULLION) '�.TONAL
#10 8 812 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
� A.LYNN MILLER,P.E.
FL P.E.>I 58705
TABLE 9A �g
MuObn Ca o Table 616
71
Opening Width(for wdcaty,.sp rdrY lluion6)cr Opening Height(for horlmnllar-apNning mtlons)
Nin sow 70 in mi. I. toots 1Mh /40h 160 f1
1.26 13.25 fbeWlWlr Tatri9aly P.WWW TfWTftp. IbdanaWn Tnpr7nuq. M Wrap. Tr rd w Raelrgdar TpplT0ag Rnlrquw T(Mnana R.Iaosi. Tn� R.Uniear Tlaprlrfana R Issilder TrWots+a
X.,00 1oi4"� L-Int; Lt,abq Lwdnp Lowng L-ft Laal6q Loasni Lasdrg Laadlo $Lo.drp Lo"% 1.0m L-ft LOMb1 Loadm Loading LaW.p a K
Alum Mam�' gjg �gggpg � g J � $ g � g 2f� g =�
11111 11 111 111 1111111 a11111I III 0I III I �� 111� �� �� 1111111111 > � �� �
Qin 1700 ego 1170.0 0,6 I704 /u 1 170.0 475 170.0 ea 170.0 508 170,0 892 17001 510 170.0 Ills 170.0 Q1 167.7 +119 1700 521 1x77 Ills 170.0 521 100.5 ills 170.0 621 gas ills Imo 521 K p W
0 2
qt, 170.0 las 770.0 521 170.0 850 ira0 653 10,,8 Sia iro.0 830 1167 976 1700 553 1]0.1 978 170.0 q7 +17.7 97e 1700 ee6 97.6 9n tra0 ee0 D.e Na 170.0 eeo ria WB TT0.0 eeo J N
50.QSh 176.0 i!I 170.0 667 170.0 ON 170.0 671 160.7 99T 170.0 BN 131.9 927 /965 709 117.2 921 150.1 q9 105.5 927 156.3 685 974 927 166.3 n5 15.1 927 168.7 895 609 927 156] 616 f�l
i =
Nh 170.0 791 170.0 534 +els ee9 Ira0 111 172.6 1q 163.0 e0, 176.0 BBs IIIA Beg 109.5 869 +MO 160 90.7 B5B inA B64 77.1 Beg 1M.e e9x 68.2 1q +M.S 852 A.9 969 In.B Nx W OB F'
WIN 143.2 1q 153.8 831 IIS4 740 132.7 6th 1at.s 716 117.8 eas Us 746 107.8 5n 79.9 746 10/.0 q1 71.6 746 90.0 661 60.7 7q 913 60, 512 741 W.3 sea 41.6 u6 936 563 � (� M (n
53h 123.7 077 1]2.0, 579 107.1 Bfl 1116 bee MA BT 100.1 866 17.] 877 91.1 6q 19.7 677 95.2 539 81.9 m7 11.0 631 51.9 677 77.0 6th M.2 677 76.7 529 36.1 677 76.7 529 1
06h 1m.1 617 1+1.1 azo 0.7 817 h.0 619 7e.6! 017 863 106 Q.] 917 lea 60,0 501 617 716 q4 59.8 617 Get 453 4./A 917 53.1 4e] 39A 4 7 63.7 : 316 617 817 482 U d Z
72"
82.9 575 67.1 4W MI ale 74.2 440, 537 616 06.2 422 6tA 519 NO 425 q.1 519 612 419 41.1 616 90.7 414 34.5 to 159 408 29.8 646 45,0 0,s 489 516 45.0 ON Z Z
76h 70A 165 717 IOfi Sd7 186 62.8 396 90.] 466 53.9 390 11.1 q6 q.4 353 x.2 153 45.3 378 36.2 IBS 422 371 nA 465 ]6.] 367 26.2 485 36.5 353 410 465 362 ]e] 1 U
78h 652 411 980 Y'7 M3 531 57.7 371 46.6 Mt 506 3R 40.8 Mi /6A 316 361 111 41.6 750 ]28 531 38.7 358 272 41 34.9 319 n.] 441 39.1 746 201 HI 727 316 J 0
Z
90n Q.1 771 1].1 295 36.1 772 77.0 M 30.3 332 32.3 294 26.5 332 26.8 200 216 332 28.1 279 21.2 332 24.1 272 17.7 372 21.3 Ise 111.2 332 19.6 262 13.3 232 ie7 280 `Q p 1-
84h 350 201 3S9 200 16.1 291 30,.3 266 25.0 2M 281 M2 Ills n1 21s 244 19.4 291 21.3 534 176 n1 19.5 211 14.6 291 17.1 236 It A 291 160 2T2 ? � � Q � m
l0eh t1.a 230 261 DOB 205 230 21.1 206 17.s t30 19.3 ]Ot 15.1 230 162 196 Q Z C4
1+111 n.4 218 211 197 169 218 19.4 153 16.2 tis tee 191 11.1 218 14.9 166 N a a�
Ma 17.9 187 162 170 IIA 167 16.] 187
R � x x �
c) ry Q 3
TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca Table Mea �Oi
tAa.trW: 27k aX.anu 3.5k cane. 170708 CllU Fatl CA61 PT 9WOC (CP )x ANCHOR CAP.,je,,,,,`) ANCHOR CAP.,,. S
Moi.TTP: VW Elan 111,ioon i/4'Elm Utr.san ��B0° 3IIC Elco UXanP 1/1"Elco ulman 111.98 Ebo 3)tS Eloo t0,.96 Elm YIO Bleel Y12 9hM 8�81;d �MULLION CAP.,.,,,„�/-
(O',N S-(w) sPRODUCT REVISED
Anchor Clip PaSems ta61an AOpr.Osto IAecon AppreOaw Saw USE THIS FORMULA TO OBTAIN THEANCHOR an Com lyi with the Florida
EM.Distant,.Pn7 7• 247 1• 2-11r 3-+A• t' 1-1Ir _ t' 2-+/r r 3-lAr r O.q• 0.53• CAPACITY REQUIRED'CORRESPONDING TOAN Building Code
Eaessaft .3 tau' ty1• 1-vr ty1• r i-w^ 1-w' 7-v4• +-v4• 1-v4^ 1-v/' r lye• i-w ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
z And..@ 4.75•M9L o.a/64ale.d a Ohst a0,ff4.tt Seo be 3001. Oso 9. 890 a. 7644 a 270 ea leo a. a. 740 R. 1 3741x. 664 1a 9q 1116 741 a. 142 Ile 5w ba OPENING,WHEN IT IS LOWER THAN THE MULLION 114ptr.tlon Data 5/26/2021
4 AW.-@ 1.15'Min O.C./SWAIN for 0"alp fFla 2j 4n le 700 I. WA WA WA wA 380 b. WA WA WA wA WA M2 h. 866 n. 7120 am CAPACITY(FROM THE TABLE)OF THE SELECTED �
4 Ammrs @ Y WIL O.C.1721165 Aral.a0,/(Fig.7I 769 e. leo b ego b 13809. lees b 5q Iba Seo b WA 760786 Iq IM fico b 19921st els 9. ees D0. 1120 h. MULLION.IT WILL YIELD A MINIMUM ANCHOR
7 Amt..0 0.51•Mh O.C.I U47Dp,He.100'AWL
'F11.LI! WA WA WA WA WA WA WA WA NIA WA WA WA t11A WA 95016.
CAPACITY WHICH MAY BE USED TO QUALIFY Miami-D roduct n rol
1 Amt./M.ff19.63 tet p 193 6 m a us b 822 b 176 6r tq W EWA
770 DM 767 es ik a. .n e. +7t,a. 221 Dee leo b ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amhaa @ 7.16'Min.O.C/ ft.57 2q 6. 950!. WA WA wA WA 190 a. WA WA WA WA WA ]I7 a. 112106 SBO b ANCHOR CAPACITY TABLE, i
FIGURE 1: FIGURE 2: TABLE NOTES: 1 260• 1.250"-1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION _ I
• . ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I t I 1 I III/
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE `��t QNY YNN
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" 3.260' ��... ....... .
ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '• t.ICENS •(�i
• • • • CLIP MUST
IN USED 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
NO.58105
IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL - -
FIGURE 4: FIGURE 3 FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE(1063-TS AND BE A MINIMUM OF100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK ANDAad ALL 100• 100• ^1AVEJ
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1ss'X 3.25'X.100" 1. x.00- ''�SS3 FLORID+; �Sl
#10 a#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 25"x 3.25' 7
��/
MULLION FOR MULLION FOR /7���?�DNALII i
FIFLD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MIL'9 �11P•E.
FL P.E.#58706
TABLE 10A
Mullen Capacity Table bs#e)
Opening Width(tor vertically-spanning mWions)orOpening Height(brindzordall"penrift mullions)
50h Nin 706 I Nin 1 Nal 1 1066, 1 1206 1406, 1606, _
7]61(316 Recisnpder hep7renp. Re0arad. TrepRranq. Renenquer T1ep'Tung RL adeln Tnyrdenq. Retlargder T.eprtMa. Reclergulu inp'7ri.q. Rer+eequW TnplrWq. Reamytlr TrepRront. RecWgWr irapRrerlp
Lsednq Lo.tlYq Loading Want Lowltp L49n0 L9ednq Lewin% Le46nq L.." L..&g LedYg Ued1g L.".1 Leedig L.*n L."" L.Wkq to 2!
x.924 0
Alum.Tube LL
mulliona fifi r frfi � f 4fi i §fi 3 efi € �fi } $fie ri E fi N
fi Fa fi as 3 fa fa fi fa �fi as as fi fa 3 as 9 a 30. LU
42 in 170.0 820 170.0 436 17001 711 Ino 471 170.01 M6 11750 506 170.0 lift 170.91 618 Veil 11111 170.0 621 170.0 16,0 172.01 621 Into 1488 17001 521 170.0 1736 170.0 1 WI 170.0 1M3 Mal 627 1 UJ Q =
to
10 in 170.0 708 171.0[701
U 170.0 400 170.0 66, 170.0 992 170.0 an 1700 1133 170.0 661 170.0 1275 In 677 1700 417 170.0 690 INA 1700 110.0 100 169.7 4079 110.0 400 14.6 1979 170.0 980 K .0 In
S&M 6 +70.0 747 170.07 110.0 %6 170.0 631 170.0 1646 170.0 U4 /6,.0 1195 170.0 723 170.0 1345 170.0 747 1100 M04 170.0 756 170.0 1793 110.0 766 15ZE 1677 170.0 6,6 133.6 1077 tN.O 156
41. 170.0 797 170.02 into 966 1790 691 1700 Me IM0 764 170.0 1276 170.0 107 170.0 434 170.0 B37 170.0 1591 170.0 IN 166.4 476, 170.0 Bel 131.1 1769 170.0 401 117.7 1759 170.0 111 2 lU O U
K m W
40 in tN.0 US 170 01 170.0 1093 In 0 797 170 0 Me 170.0 97B Me 1417 170.0 940 161.1 1511 170.0 996 45.0 1611 170.0 1073 120.8 1511 Me I16 6,19 1611 110.0 1067 906 1611 1706 106 � F- U m U
bin 170.0 930 170.06 170.0 114 170 0 ON 170.0 1302 170.0 948 /Sam 1370 170.0 1016 1791 1370 170.0 1076 125 3 to 1 s 7882 184.4 1310 165.1 1672 196 1970 156.3 1070 78.3 1370 156.3 1070 � LU Q
Min Into 974 170.0 1760 1169 Ma SW 155.6 1241 Ito 1002 136.2 124 168.6 1613 121.1 1249 147.1 last 1081 t24 139.0 969 40.8 1249 130.4 979 IIA Oil 129.0 Us $0.1 IN$ 129.0 976 � Z
121n 161.8 104 174.0 176 139.9 1049 150.2 192 119.9 /6,9 132.1 11/6 104.9 1040 119.1 ON 93.2 1049 109.7 6411 63.9 1011 102.7 am ass ISO 94.3 1 626 6,.9 1049 91.2 820 62.1 1 1019 91.1 on w pU
Nin 427 407 47.1 I In 14.9 6,1 126.6 840 101.9 841 1112 791 881 041 1 100.9 777 72.3 941 91.7 756 71.4 041 ;6 76160.5 Mi na 744 S79 941 74.0 731 4.6 841 1 73.3 1 736 SZ
I@ In 172.0 184 131.6 6,3 110.0 191 1189 767 91.3 891 1024 753 82.6 994 91.9 740 73.7 404 40.1 130 6,.0 040 717 721 6,.0 191 6,.7 107 17.1 406 57.0 6,1 11.3 6,4 40.1 690 Q
r
Nin 85.9 671 U.7 6% 71.6 671 74.9 616 61A 671 15.1 575 6.7 671 5A2 406 177 677 629 SN 47.0 671 71.1 551 36.1 671 U.1 679 30.7 671 39.7 531 40.9 Al 37.9 640 ? ' � Q pl
981. 70.1 690 72.1 627 69.0 890 GIA 511 60.6 640 53A 609 443 699 47.6 6,2 39.3 590 43.0 440 40.4 640 776 46, 29.6 640 31.7 47/ 25.7 640 776 49 22.1 b% n./ 440 4S N
r x Z CO t0
IN in 19.7 466 60.6 421 4/A 466 42.6 44 366 IN 77.1 4A 31.1 46, 32.! 402 27.6 496 29.7 ]% N.e 100 27.1 301 20.7 466 11].6 382 170 166 21.2 ]16 16.6 168 19.6 770 Ln N
1111n 45.6 41 46.7 40 ]0.1 41 39] 393 32.7 4t 91.1 317 21.6 401 30.7 ]12 26.1 Nt 27.2 776 52.9 4/ 6,.9 772 NJ 441 21.6 ]6] 16A 41 163 766 W3 41 Its 3S7 W Cl)
120 in M.J 77/ ]6.9 34 70.2 ]TB 71.0 JM 40.9 371 261 334 22.7 an 227 329 20.1 370 21.3 340 10.1 76, HS 321 16.1 an 111 314 � X
N
714 in 21.0 262 21.2 242 17.6 1 262 1 Its Z71 15.0 26216.3 236 rr U N Q U O
en
TABLE 108 a Z x0 0
Anchor GBteehy Table([be) ANCHOR CAPACITY ADJUSTMENT FORMULA: U >`)� €Of W
subs 2.n 0-Me 3151,Cmc. Na1o.CMU Fled CMU Piwood meta (DP_)X(A,YCHOR CAP.,o,a,,,`_ANCHOR CAP. � 08 & a'7
mint Elco W"SS We 61tr oca yr S9 Elco #loafed 012Sted 111291ae1 \MULLION CAP.,e,,,,e PRODUCT REVISED
AMM ripe. 3Hr Oco Len6m pr Eko UK-. uWa"c Y1V Elco Utmm Ile Ekoulbatm Ulratm A a0r Scf4w(031 Scro9
Mchor Clip Patterns AOg6�a 906+0 @57 Scr4A�� USE THIS FORMULA TO OBTAIN THE"ANCHOR as comp/ In with the Florida
E Distme 1" 2-772' 1. 2-112' 3d Ar r 2-172' r MIT 7 3107 7 0.40• 0W 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN BWbin9 •
Embedntol Ont 1514• 1St I.". 15'r r 1-114' 1-vr 14141 t-vr 1-114' 1-1/r 7 1-083• 7J'r vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Ah-C 479 Min o c./StaMad or OOal cop 1H9 11 300 m 890 se 4st be 8001 164 lin 270 be 29)b 354 be 740 He 374In 664 be 2415 he 341 bf 4421% 560 Re OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 5/26/2021
4A, ®7.19 MK O.0 191a1OM0(0r tlaet)Cep Q99.$ 4800. I'm is WA WA MM N/A 300 t. WA WA WA WA WA 8021. 905 Ia limits CAPACITY(FROM THE TABLE)OF THE SELECTED
4AMtnn Q9MD.O.C.IM295ArgMOCIP1 393) 780Ie 750 10 600 WO 15M be 1666195 540 be 56,b NIA 760 We 74M 680 W1 Im Its 692117 900 be 11206n MULLION.R WILL YIELD A MINIMUM ANCHOR BY ----
3Allclaa®O.SI'MK O.C.IU.Cy,169.IOP AWet pip 47 NIA WA WA WA NIA NIA WA NIA WA WA WA WA RIA WA 050 is CAPACITY WHICH MAY BE USED TO QUALIFY Mlam 1aCt Control
7 Arc Mr l F•Clp(R705 D7 799 m 735 be 46 as 923 9e 1391a140 ea 177 We 370108 tet be 332140 173 to 17044 21,1, 790 be ADDITIONAL ANCHOR OPTIONS FROM THE
2 AXIOM, 1.1r Min 0.CI F A' 240 W 390W WA N/A NIA NM 100 an NIA WA WA WA WA 341 lbs 112 be 9601a ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2 TABLE NOTES: 1.250"- 1.250'
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. -
711111111/I//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 5 ALLOWABLE.
,�o...... . ,y�
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3�" 3�" �'C,.• �tCEN�.,��
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q.• F�i
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58706
• • • • W PARS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL "� -A•;a..`L��/
FIGURE 4: FIGURE5: FIGURE8: BE PRESSURETREATED YELLOW SOUTHERN PINE WRH AN SG OF D.SS.ALUMWUM SHALL BE 524' QSTA
6063-TS AND BE A MINIMUM OF.1 DO"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND T-•. 44
• .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL FS•'-"I ORIDI"•'• \�� j
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25'X.124' 1.25"X 3.25'X.624*
• #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR ISICONAL 11E
• FIELD-MULLED UNITS FACTORY-MULLED UNRS A.LYNN�I LER,P.E.
FL P.E.#58705
i
TABLE 11A - p
Mallon Capedly Table pbaRe) 8{
Cpsnh9 W d61(Jar 9edkd"Pat1rlh9 mttiods)WOPMhV H6i9ht(for hodiords"PerNl19 dm19ors) A
1111 11.x 7011 80 e. %n log 11 12/10 14011 16911 9
116 s]9L �'� TrWTdng. R.nalgWr TnpRgnp. R.6 I;Wq Tnp/r"q. R.ctng- TlxpTdxq. R.n.Ow TI.WT-9. R.xxt9Nx TI.pl7d.G- R-nphu TnpTm% R.t7x.gW, TnpTdng R.ctxq" TnpTr*V 3[ w
Lo.d.9 Lxdiq Ln..tq Le.d.9 L.Wkv L.n9 W.Ang Lowing t..4.9 LnMig Lo.d6.g Lo.gq Losaing L.N11g 1-410119 Lm/Mg Lo.dinq Lgdiq
x.624
AMSNiube a' a_ a' s_ � n_ = $_ E_ s' =_ E $_ b € fz $
�E € rEgE3 3E3 �fi3E € 4Er #tP �@ a
as E �a 915 fa E fa iE �a �€ as 34L €a 3E -Za 4E fa a a 3 �a 8 fa 9E fa �a 3E fa �a �E sa E �a z W
W
121. 170.0 720 170.0 436 170.0 711 1700 478 170.0 IN 170.0 116 170.0 992 170.0 519 179.0 1116 1704 521 170.0 1240 1700 521 1700 U88 170.0 $21 170.0 1735 IMA 521 170.0 1943 170.0 521 vWi _
4/10 177.0 701 170.0 521 170.1 060 170.0 511 1700 992Ti70.9 630 170.0 1133 170.0 661 171.0 1275 170.0 877 1700 U17 1700 600 170.0 1700 110.0 No 1700 1163 Ina 600 170.0 2267 170.0 90 U
5 6n
50.625 0 170.0 747 170.0 613 170.0 066 170.0 631 170 0 104 170.0 04 1700 1196 170.0 723 170.0 1316 170.0 717 1700 UN 170.0 758 170.0 1793 170 B TSb 170.0 209I 170.0 766 170.0 2391 170.0 756
SIM 170.0 797 1700 612 170.0 %6 170.0 691 170.0 1116 1700 711 Ina 1275 170.0 103 170.0 U34 1100 837 1104 1691 170.0 856 170.0 1913 170.0 061 170.0 2231 170.0 881 180.2 2433 170.0 Kl 01 W O U)
K m O U
11in 170.0 188 1704 701 1M.0 1063 170.0 717 170.0 1240 1709 171 Ina 1417 1700 N4 1700 1511 170.0 9% 171.0 1771 170.0 1073 170.0 2125 :70.0 1063 Uel 7163 170.0 1063 49.0 2193 170.0 1063 HD LU
U
I
na 130 110.0 746 Ina 1115 110.0 160 1109 1302 1709 NO 1700 1488 170.0 1016 1704 1677 1700 Ion 110.0 1889 1709 1122 156.9 2060 110.0 1169 1316 2060 Ina 1171 117.7 2880 178.0 1171 < W Z
110.0 ON 1710 711 170.0 1161 Ina 903 110.0 /111 110.0 1002 110.1 1561 170.0 7006 1700 1753 110.0 1155 1700 1111 170.0 410 10.0 1!88 110.0 1275 421 1%8 170.0 12% 1011 1911 17.1 1288 D70.0 IOU 170.0 171 170.0 1275 Ina INS Voa 1111 170.0 1126 170.4 1700 170 1221 1641 1134 Ina 1316 1317 1734 169.8 1881 116! 1731 166.1 174 99A 1734 1504 1362 88.7 1731 1601 1352 16 ? J10.0 142 110.0 977 170.0 1346 1700 1080 1119 1566 170.0 1209 UTA 1556 1881 t2K 131.1 1556 151-5 488 1179 1658 U1.3 1251 %3 1666 121.3 1229 NS 1655 122.3 419 73.7 1656 1212 1216 j 1 2 Uz110.0 1161 Ina %7 170.0 1311 1n0 1116 755.9 UT7 169.3 1215 136A 1177 162.0 12A 1212 U77 139.1 406 109.1 U77 129.5 1191 %.1 U7/ 1" 1169 T79 U77 1104 1160 682 1477 199.3 1164 �U20 1110 1489 988 I11J 7110 43.9 911 1016 1110 1079 %1 881 1110 967 936 719 1110 %5 927 TI.O 1110 60.7 !t0 W2 7110 71.5 881 W 7 1110 651 171 W.1 1119 627 810111.0 975 1203 872 976 975 101.6 666 139 919 68.3 112 73.2 476 79.6 129 SEA 175 112 Ill 595 975 651 887 Ie9 975 57A 719 419 975 523 T76 36.6 975 49.3 767 1 Z825 711 11.0 6% 11.5 771 10.7 615 69.7 P7 61.3 674 61.4 711 4 J 64 d6.7 771 49.0 056 41.1 771 104 NI 31.9 771 76.9 632 29.4 771 359 621 267 771 32.4 61275.7 730 77.3 pi 611 na 65.0 660 4.1 730 S/.7 NO 17.3 730 1lf 631 121 730 454 672 37.9 770 11.1 111 71.6 730 %./ 688 21.0 730 71.! 119 A] 770 295 511 W59.9 611 610 569 198 624 512 560 12.4 624 4.7 117 77.5 624 71.2 311 33.3 Q/ 75.3 637 30.0 621 322 531 290 621 77.7 619 214 621 71.f 519 11.7 611 715 501 QXLo
31.7 db 75.1 100 21.9 U3 294 395 21.0 177 251 380 21.7 133 229 785 193 U7 20.0 381 17.3 433 182 776 9 U
U U N ¢ U Q
TABLE 11B a ZOO
MchorCapality Table(Ib1) ANCHOR ANCHOR ADJUSTMENT FORMULA: p � p £w
A0n19tc 2 M manse SSr Cmc "ago.4w F91m C U r7 wood Ne11 (OF'�)X( )=ANCHOR CAP.., i
5,16.00 1Ir SS Elco 5.16•Et 9 ilr 9S fico ri0 sled 87231ad 112 SLm1 MULLION CAP.,,,,,,, PRODUCT REVISED
AnchorCllp Patlems '1nttW�6' 3110-BC o wrcm 11r EkoUNacm 9'15 Edto Lamm VC EltoUlmepl UOmtm Am1eGs0r 91"(05)Sc 9creT to eom y g
ubacm AppCi610r ( (G6) 115E 71119 FORMULA TO OBTAIN THE'ANCHOR plying with thx Florida
EdEs ONAMeon1" 2-117 1• 2-117 ala" 1• 2-117 1" 2-117 r r 9.49" 05C 032r CAPACITY REQUIRED"CORRESPONDING TO AN BWIdin9CoM
Em9eene6 ft In 140- ldlr 1.9r z 1-114• 1-vr 1-111• 1-vr 1-114• 1-vr 7 1-39" 1 Wr was ACTUAL PRESSURE REQUIREMENT FOR THE MOA-No. 17-0630.01
2 Arcdom®1-7 Mn o.0-.I SstdsO a 01111 0-q Lfl¢1) 900 De ]60 111 rn m 860 m 141 0x 7701. leo In 3511. 710 des 3711. 661 fa 916 1171. 417 0. 960 b OPENING,WHEN R IS LOWER THAN THE MULLION Eapintlon Dato 05/26/2021
4 Ams 01.15•Mtt O C 18t1N41a(a 011146 CK 01¢2) AO M 70D Y NIA WA NM NIA 3801. NIA WA w9. WA WA 1128. Ulm 112D Ia CAPACITY(FROM THE TABLE)OF THE SELECTED
1 AKMn®7 NK O C./Ma
AWCIp31 r4 3) 780 01 700 b 660IW 15M 1161fl¢ to
IM6101 640 ms _58A.0 NIA 7601. 7415to 660 811 18021. 0821. ee51. 11201. MULLION.R WILL YIELD A MINIMUM ANCHOR By
IAKhx!O 0.54"NYI.O C.I Ul2¢.Wo.100' x 4) WA WA NIA WA NIA NIA WA WA WA NIA WA WA _ _WA WA 126714 CAPACITY WHICH MAY BE USED TO QUALIFY mli�ml-umpe Product Control
1AIN.r,F Wit¢5) 1051. 19506 2251. 45m CM Do 1351. 14001 1771. 370 mf 187 In 94d //9m i7o os 221131 260.6 ADDITIONAL ANCHOR OPTIONS FROM THE
2A1Kmn 1.tO Mn O.CI F 291 M YJO b NIA WA NIA WA 1 W d N!9. WA NIA WA WA 9191. 112 Ot 560 h ANCHOR CAPACITY TABLE
1250'
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 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS M ALLOWABLE. \���1 ONY LYNN III77
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE
ANGLE Q�'.' SF •';����
CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. z*-: 140.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-W.WOOD SHALL __
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE TyOFI f-
6063-TS AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624" 0 ATE 4-
045'T ICK
-
045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A38.ALL --t SFS•'•�,�OR10P.-•'G���`
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
�'�.;S��NAL ����
#10 81172 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 125 X 3.94"x.624' A.ihNN MM-t1Lfl.P.E.
101x31011 FL P.E.#58705
TABLE 1279gyp I
' MHG
NonTatty• --- -�------ --- ----- dry Q
Opening Width RoraeNmlly-spannr5 mullions)or Opening Height(tor rlonmrta"arrI g muhions) R K
Soh mm 70> 80 Som 1031. 110 140.n tool,
ttecM%-Wc 7Vap7nwV, RwWvkd r Tr*mievF-Unpnr Trgrn-q. Reay gul Tnyinm0. fr%_c .r Raprmrp. Weypdrt %wThr[y R1cvpWr 7np,ane 4 Rett-WW TrWTreny RcvpYr 7hplHi•q
2 x 4 x 25 Loedrq L--*V [ dn9 Lu11lg L--&v Lna6[Ip Lang Laadi v l4adrp t a.enp Loadri0 L--&* '.aa6q L-dN Laadr9 Lo dna Laaeh9 L6a•rlp i is
Alum.Tube g SF4i yFgy_ P 'E0$ 2yyD$$•_ F iia$ 'pL§ tg4_ Fg F Q SFgi_ SFpt $t _ f _ .Lx' 'f
40440011 yS¢ '¢g$ se1 g gqg�} N
in a 3840 2 06@ Y7 dStd 0 Z 'r U
i W
42111 170.0 00 1710 435 1730 744 170.0 470 170.0 NO 170.0 We 170.0 092 170.0 519 170.0 Ills 170.0 621 170.0 1240 170.0 521 170.0 1111 170.0 >21 140.0 7730 170.0 621 170.0 1963 170.0 321 C p W
411 170.0 701 Imo S4 170.0 NO 170.0 61. 170.0 fa 1400 00 170.0 1133 170.0 eel 170.0 UM Imo 677 170.0 1417 170.0 660 170.0 1725 1116 Wo 170.0 190 170.0 NO /70.0 2787 170.0 8110Of 5
to
50.026111 170.0 741 170.0 944 170.0 M 1710 01 170.0 1040 170.0 640 170.0 1166 170.0 723 170.0 1346 170.0 747 170.0 1404 VaO 756 176.0 1717 170.0 756 170.0 2092 170.0 796 170.0 2301 170.0 758 N N
541. 176.0 797 170.0 012 170.0 08 Imo at 170.0 111e 111.0 754 170.0 1275 IMA 180 1160 1434 170.0 637 170.0 1864 170.0 WI 1760 1913 170.0 111 170.6 Z01 I= 891 170.0 206 170.0 0.91
win TIO.o 811 170.0 701 170.0 100 170.0 797 170.0 1240 170.0 Gro 170.0 1417 rho "4 1760 1501 ins 0.e 1766 1771 t76o 1033 Ins 2125 1760 100. 170.0 2476 1709 100 180.8 x11 1400 1063 � M 407�40 W
53 In 170.0 080 17470 746 170.0 1116 170.0 NO 170.0 1307 110.0 940 170.0 1411 1760 1013 1760 1673 170.0 1076 170.0 180 1400 1122 170.0 2231 1760 110 168.7 2553 170.0 1171 146.9 2553 IMO 1171 ~
z
111. IMO 974 170.0 780 170.0 1180 170.0 W1 170.0 13M 170.0 1002 170.0 15M 17" 1011 1760 1733 170.0 118 170.0 19" 1160 1210 IMO ale 170.0 1216 INA 2437 170.0 1266 132.9 2437 170.0 12M
721. 1400 1040 170.0 578 170.0 1275 1710 1800 1760 14W 170.0 1125 1400 17M 170.0 1228 /400 1913 IMO 1315 170.0 2126 170.0 1367 1469 2196 1400 146 124.6 2164 170.0 1629 1002 2184 1400 1530 z �� („)
4} U.
6 75h 1406 1122 170.0 07 170.0 1344 170.0 [Ow IMO 1670 1710 1200 170.0 /740 170.0. 130. 1s6, 1960 170.0 1421 144A 1980 14. -
-
In$ 1980 101.6 1546 106.1 tWO 164.0 1535 929 1980 1527 1531 Z
77 Tin 1400 1101 1400 087 170.0 1761 1400 1110 110.0 1611 iR0 1250 1400 18[2 /400 13W 1627 10111 170.0 1474 13779 1111 114.9 1801 147.3 1473 402 1401 139.8 1459 89 1801 137,s 1434 Fj- fA
111. 170.0 13M 1710 1144 1,16.1 1314 1560 1216 tag 1306 1x0 Ila 111.6 13M 121.3 1179 WA 13M 1102 1142 115 130 74.3 13N 11.8 1122 80.9 1340 827 1105 mi lam 789 1011 ? Z J Q
J
Job. U7.4 1279 151.5 1006 122.1 1279 127.8 1011 105.3 1229 1112 1061 X 1229 We 1044 011 1229 06.6 1026 73.7 1229 91A Use 722 911 90 12M 65.9 977 46.1 1229 62.1 117z
103A 971 106.4 377 80.3 971 80.0 8R 74.0 971 772 NO 64.1 871 40.4 ur 67.6 071 61.4 an at.$ 971 43.1 971 49.0 71137.0 971 44.0 782 324 911 40.8 771 a N U)964 016 W.3 @ 715 018 6179 Hf 111 H! Me 608 80. fl s29 744 63.0 911 11.7 740 47,7 910 38.7 Hf NA 740 31.1 010 462 747 279• He 37.1 732 W705 44.0 711 30.4 805 472 706 MIA Me 419 711 44.4 677 37.7 765 110. 711 0.4.9 117 0..0 711 31.0 401 0.A 780 2sA 111 O40.7 ase 442 640 Y4 s411 37.0 406 312 64 31.9 401 0.2 56 262 445 21.3 1111 735 479 21.8 816 162 618 HS 444 16.6 50 172 4695 13.7 540 16b 440 Q Q N Q $ p
TABLE12B ANCHOR CAPACITY ADJUSTMENT FORMULA Z V)
a
C/)
An horCapacftTable ANCHORCAP.,,o,�, 0 A 8�
SWs 2.7k 0-100, 35k cm 11(•0.ON F•WCMU P7Wm0 Mad (DP_)X ) ANCHOR CAP.,,, U -7
5x14 fico 114.83 Gro 514 Oc6 VP 85 Bch •tO Stas 012 SMM •R tdl MULLION
Ancnor lype ]1.P Elco Fxlgcw VP EkOUeKOn 3.14 EI[o lwrcm VP EkOUu•cOROBTAIN
AncharClp Parini• uer4can A6p6osor u31•con A801e0Ya Scna(( Sc- suw pia) USE THIS REQUIRED" ORRES ON I N TO
PRODUCT REVISED
Fees Dmx.0i I. 2-V2 t• 2-112' 3-f A• r 2-iIr 1• 2-vr r 3-lir 7 0.48' 0.5P 0.32P CAPACITY REQUIRED'CORRESPONDING TO AN •s complying with the Florida
EI111na11sY ..1v4• tae tat/• 1-yr r NM• 1.1IP 1-1/1• 1-VP 1-1U' 1-0IP r 1-39• t.Yt vaeae ACTUAL PRESSURE REQUIREMENT FOR THE Bu1Mln9 Code
2A1dde 4.74 we O.C.I a doM«Deet CIp ff q SO b 30ft 480 b 00 toe 1544 b 270 b 2M b 364 b. 401140 374 b 664 946 Its 341166 442 b b OPENING,WHEN IT IS LOWER THAN THE MULLION NOw-0.60. 17-0630.01
4 AnhM 6106'Mh O.0 I Slatuel WrCSM Cep g9µ3) 740.0 740b [[701r 1405.0 1424.0 MIA Web MM 605!be NIA ewb 180 682.0 am Me 1120.0 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Don 0512612021
SAn0aeO1.7r Mh OCl3%N5dWfOr0IWC4pff 4)r 640251 rAbe 1946.0 WA WA ?0508 WA 7901t6 WA WA WA 1022Its 1327.0 law as MULLION.'T WILL YIELD A MIN IMUM ANCHOR
lArcicn O3•Mh.O.C./('2)26 Arypa U"l p705T 700.0 680.0 15W as I=02 680.0 MM 760154 7AR 1111 880108 14024 60.2.0 663.0 1180.0 CAPACITY WHICH MAY BE USED TO QUALIFY my
6Aftma a rmn.O.C.1020 CJP 1pap 6T 1170.0 1170.0 1020 be 2340 Its 2564.0 NDB MIA Imes 112205 Utiles ase lee 1022.0 130.b 1680.0 ADDITIONAL ANCHOR OPTIONS FROM THE Miam Product on
SAN 0018 1.SP MIA 0.C.I UCP,ea0.12P Akm"7) MIA 1YA MIA WA MM N/A WA WA WA NLA WA WA MN WA A ANCHOR CAPACITY TABLE.
SARmn606PMn OC.IUCIp.I4o.12TARoofflp at MIA WA WA MfA NM NM WA NIA WA NIA WA WA NIA WA M 340
2A;xf•n O2841600C/FLIPFF44 370 IN 370.0 315101 743.0 717.0 NM 280b WA 345108 NM 4Ob WA 341b 447b 250.0
3AMrbn 171.14n.0 CI FC .1% 140.0 Sab 379.0 µ73b 4414 MM 354.0 NM 380 its WA WA 1979 511 in 640.0 844.0
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE L• FIGURE 2: FIGURE 3: FIGURE 4:
• • • • • • • TABLE NOTES: 2400----
[1117
• • 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. `���aO.Y ••N �,�
i
FIGURE 5. FIGURE 6 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1 •'' •�%
• • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN .25C' 400(' `* •; 74
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
• • LOCATIONS.
%O ST 1E f`?' Qj
FIGURE T FIGURE B' FIGURE W. FIGURE 10'. ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT
q • • CMU SMALL CONFORM TO ASTM CAO.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. lC ''• ORIOp.•' \��
p -� • • (FIGURES Sd6) (CMU) �i,s \�
L MUST BE USED ALUMINUM SHALL BE 6053T5 AND BEA MINIMUM OF.125•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04V THICK(18 2'x 4'x 25'MULL ON S'/tO�NAL S:,,
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND 7936.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A LTrv02 MiL�R,P.E.
THREADS BEYOND THE MATERIAL.010 81812 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. P�O AN,
TABLE 13A
Bullion Capacity Table(b&M) y
- .-_- Opening Width(for lereaery-e wr1rg r khons)or Opening HelgM(for rcriaxlalrapen en0 mI/orM) 8�
50 in 90 in TO in 0.0 n 90 In 100 N 120 w 1401. +90 in
RI TWT-V. F-tang" T WfTnrq. Radmpder Tr.yMa10. %-n9J•r Mp7Mp- R•Ot1n9,da TWt,-V. Reciwa sr 11•p/16eq. R-UnW a n plffi N. R•daWa TmplTAero. RwWWAor AW"riierg. � •.
2 x s x.25 Lo.dm 117.570 Latdng L.&V Lo.dro La•d710 Luadn9 Umd1W 1.015170 LOedro L®dng Ln.anc 110.66179 Lo.arw LoadnO LwdkV 1�adro Lo"I E w
Mum-T'60
a p F : r g• g r F f r r r r r r r r r
ebinon a $ i a s $ a s $� a s h a s 9 H LL
u u u cv c7 c')a u_ 3 u u u 0 <S u c`$ o u c3 c3 c9 N
$ $ €� g sg �= s9 s0. s£ s� s U
is� sj _ g $a - ie 38It$ -g sig s0. �- 5- 3 a )-
� d`z f so �rc i d� : rF � �a z� da so 30. z� d�8 z'� �z zQl : � a� B d� z� z � a Z 5-L w
Qin 179.0 ego 170.0 435 +79.0 744 +70.0 478 170.9 eM 1700 368 170.0 902 170.0 510 170.0 1116 170.0 391 ITOA 120. 170.0 sz, 1700 1468 170.0 521 170.0 1715 170.0 st 170.0 low 179.0 621 O uJ
x
481n 1700 708 170.0 S24 170.0 00 170.0 584 170.0 sot 170.0 630 170.0 1133 170.0 eel 170-0 1275 170.0 en 170.0 3917 1700 680 l70 1700 170.0 Geo 170.0 IoM 170.0 680 170-0 2267 170.0 66660 � 73 U)
5061717 /700 7u 170.0 568 170.0 e9e 170.0 MI Imo rose 12.0 6694 170.0 11866 I70o m 1700 1345 1700 707 170.0 +48 170.0 rx 170.0 1768 1 110.0 7566 t7MC.0 taw 179.0 7566 170.0 2391 Iran 756 NLL
54In 1700 177 170.0 612 170.0 050 1170.0 Bai 170.0 11166 170.0 754 /70.0 12751 170.0 868 170.0 1434 Imo 687 1700 150. 170.0 6666 Imo 11173 1701 01 170.0 701 170.0 681 1700 2550 170.0 681 � m o� to
00 in 12.0 ea 1170.0 7m170.0 IoM 170.0 797 170.0 1240 1700 On 170.0 1417 /70.0 044 Imo +584 Imo ea 170.0 I7r1 Imo IoM 1700 270 170.0 i M 1700 2471 170.0 IoM 170.0 26633 170.0 108 tom- w
Mn 170.0 610 1700 745 12.0 1116 170-0 &W 170.0 1302 Imo 840 Imo 14M 1700 tots 170.0 fen Imo I Will 1700 ION 120 1122 1700 2231 170.0 1170 +700 2568 170.0 Int 170.0 2075 1100 tm � Z
a$M 170.0 ns 170.0 IN 110.0 11660 170.o 9M 170.0 1354 170.0 1002 171A 18M 170.0 lose 170.0 1753 170.01 1155 170.0 I6a 170.01 1210 170.0 2336 170.0 1275 12.0 2777 170.0 Iles IMO 3117 170.0 1268 Z U
e' 72 in IMO tum 170.0 817 12.0 I/717 1700 Iola /mo un 1m.o 11266 170.o 170o 12.0 1228 Imo 1017 17OA 1318 12.0 r25 170.0 1367 170.0 25W 170.0 1468 170.0 2975 12.0 IWO Imo 3900 170.0 1530 w
3 len 170.0 1122 1700 637 170.0 INN 170.0 1080 170.0 IM I70.01209 170.0 1794 170.0 1322 170.0 2019 12.0 142+ 170.8 2243 170.0 7505 170.0 2562 170.0 tem 170.0 7140 170.4 ISM, 170.0 MIN 170.0 1705 LU Z
70n T70.0 1151 Imo 907 170.0 13BI 170.0 11166 1700 I6t1 1700 1250 170.0 1842 170.0 1x0 70.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2703 170.0 1700 Imo 7223 170.0 1777 770.0 38x1 170.0 1706 �_
J
00n 170.01328 170.0 1168 12.0 15x4 170.0 137D 170.0 13® 170.0 1490 Imo 2125 1760 ISM 70.0 2391 170.0 1790 170.0 2856 10.0 1918 170.0 7168 170A 2125 150.0 3413 170.0 2273 1x3 3413 170.0 2361 FF� Q Z N CA
a In 170.0 1417 t70A 1272 170.0 1700 170.0 1494 +70.0 IM[M.01 ICU 170.0 2207 170.0 1794 170.0 2330 170.0 1902 170.0 2503 1700 2095 1660.0 31W 170.0 23M 137.1 3190 +a.0 2470 t20.0 3190150.1 2428 A-
.0
16817 12.0 1504 1 h 1409 170.0 1917 170.0 1017 1710 2231 im0 ISM 170.0 2550 170.0 2076 144.6 2711 170.0 2271 146.3 2781 101.9 2737 127.0 2/661 140.4 2781 105.0 Zmt 12SA 2774 627 2781 110.0 2160 a N 1 B�9
11+17 1700 ISM 170.0 1454 170.0 1906 124 1700 170.0 1770 170.0 1682 170.0 201 1700 21" 151.9 2M2 lag! 2245 1x.6 2682 110.! 22+0. 113.8 76672 1266.0 21660 902 2682 110.1 2176 68.4 7682 /066.0. 290.8 x Y Y
120 In 170.0 +m I70o 1368 170.0 2125 170.0 16659 1544 2172 ISao 1961 1701 27528 391.4 toe/ 1201 2252 1272 lox tOel 2262 1166.1 1505 at 2252 066.66 ten ns 702 68.9 Iax M.e 2252 0..4 Ila ® 1_ X 3 y
144n 125.1 1561 178! 1445 194.3 1594 106.1 1425 68.4 +568 H3 1407 766.2 1570 80.7 1768 aai /6664 17.3 1771 62.6 1568 68.7 1356 521 1564 36.9 +328 44.7 1664 49.2 1706 39.1 1601 44.4 1250 p Q N Z 0 0
TABLE13B ANCHOR CAPACITY ADJUSTMENT FORMULA: �g a� o-
ebor Ca Table flims) oo idi
summe 2.7k Canamle 3S Coro. Hoene CMU Filed CMU vT Wddd We (DP_)X(-AN =ANCHOR GIP.,,, O
3/+66'Ck• 17.660.Hoo 5111 Elco 1/4.M Ek. 00 MW 8f23bd 012 61.0 MULLION CAP...,,,,,•.
Ancicr Tyq' 7111 Talo Uu.ean week.Ue.•.m (4racrn 3111 Ek.Lb.om w•Elm 17.665017 Ur.ean Aa.O.br 6.1.66(Os)44�, PRODUCT REVISED
Anchor Clip Patterns IED) Sa•e(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR a•eomplying with the Florida
Edp Obtaae on): 1• Z 1' 2-1/2• 3-111 1• 2-17 +• 2-+/P T 3 itr 7 01 1 0.61 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN Building Code
Enbed•sm fj 1aM Iare• 1.tw• I've T I-Ile 1-168' 1.168 1-M• 1-Iw• 1-11r 2• 10./1 1701 e.W ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 A.I-Q 419 Mn.C.C.I8twdwd a(Mt•t Csp(F9 1a2r 350 b 300 b b 680 b 1644 b 270 b 280 be 364 b 740 b 3741b 704 V. we b 31760. 442111. Seo IO
m. OPENING,WHEN IT IS LOWER THAN THE MULLION Expirat7on Deb 05/28/2021
4 Amnon Q 4.61 MA 0.C,I Sanded(a O1et)Cep PB 3k 770 b To
b1.
ae Ileo b3232
b. 540 b s O b 708 b 1490 Re 748Ib. 1271 be /eat b 6662 b ON Its 1120 te CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Amhm B yr Mh O.c I SWHWd(a 01.)C19(FV.4k 11W b 1490 b 1010 IN 2393 be WA WA No b WA toes b WA WA WA 13831b. 1770 b 22401• MULLION.IT WILL YIELD A MINIMUM ANCHOR BY
4 Awnae a r Mn O.C.I R)215 Angle Cape I Va.$ IN b 780 b 00 b 15W It a 16966 b 540 b 3W b WA 768 b 74611 am" ,682 b 868 Re w5ft 11201e CAPACITY WHICH MAY BE USED TO QUALIFY Mla Fide YC
6 An.nme B r Mn O.C.I(2)0.5 An91.Cep.I(R9.6k 15M to Ise b 1350 b 3120 Re 322 b Ia80 be 1120 b WA 1619 b 14M b 170.b 378 le. 1303 b t770 b 2240 b ADDITIONAL ANCHOR OPTIONS FROM THE
12 Aralen C 1.T Mn O.C.I(2)2.3 Altpe C4P•1074 7J: 1a0 b 2100111. 1440 Me 370.1e WA WA 17217 b WA 15001066 WA WA WA 1903 b 2681 b 3368 b ANCHOR CAPACITY TABLE.
4 ArohM O 1.71 Min.O.C.I LLClik nb.t7s Alum.p 19.6T WA WA WA WA WA WA WA WA WA WA WA WA WA MM 14M b
BArch-a O.M•Mn.O.0 I"ip.Ym.121 Aum.PV.9k WA WA WA MA WA WA WA WA WA WA WA WA WA NA 20./be
t----2000'--i
2 A1c11ae 04.661 Mn.O.0/F4312 Ob.Tek 390b 3011 to /SOb e90b tatab Trob 2eob 78b lab 974b 686b GNU 341 F. 4411. 5W IN
4 Amhm 1.71'W.O.CI Fap I9.11k 500 be 700 le 505 b. 12H b WA WA 470 b WA 593 r0. WA MA WA 650 ke Ba b 11206. '2�,
NOTE FOR THE OFFSET CUP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES-
FIGURE 1: FIGURE 2: FIGURE 3: FIGURF 4: FIGURE 6: FIOL41F 9:FIGURE 10: FIGURE 11: i SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • e . • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �`a•�`:1 • IGEN
• • • 6.000• `�Q';•• V S!r �
• • • • . •• e • 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 *; No.68705 '
FIGU1IE 5: FIGUR=5 FIGURE 7 SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
ES •'•
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ��T'• 6 ATE �.'•(v�
• • • • • • • • 6-n YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SH/LLL BE 80113-T6 AND BE A MINIMUIM OF.125• ��(CS••.;°[ORIDI`..•'
MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO �i 1s .•"-.•
• • • • • • • • USED IN �/ /0 �N
PAIRS BE AT LEAST.126"THICK AND 436.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X B•X.2S' ,a'iHgINN�jbHiZ,IP.E
-" - THREADS BEYOND THE MATERIAL.#10 d#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.A 58705
TABLE 14A
--
Mullion Capacity Table IbaR12
Opening Wldd (for 1eitcally-sparring RMilion6)or Opening Helghl(for hoftmtaly,spemrig mdfio.19) r d
so IO 6010 70 N BO N 30 N 10010 '2o m 1401n 160 tr g
Rbr 7rayT6ap. R uwgdt TIpYTOao Redtpulwr I TfapTftV. Karn" W Traprrl.% RaCtarg.1. Trrp51t4 P_wvW TrprTAap R4ctugNa TrpRntte R.CM0. Ttap'Tnap Re01a-gLW Tra(J?Iier¢
12f'a 2.11' Luadro Lao Lo4d42 L-d0v Laadro Loadry La40N9 iL.aENo Loodro L4adrq Lor6ro l�Jo v Lnadrp L--*V 1.0"m L.Wing y ta4609 Q�
aTube Mum 6g til
. 7 d i 2D !� 3 s i i ¢ 8t d` i i6 < e`rc 32r. d` S68 i 2rc8 � 8 Z
W
42h 14421 670 187.0 1 426 120.2 S36 1469 410 1010 SA 1369 414 90.1 526 134.6 471 80.1 528 1134.11 417 172.1 5Z1 13411 411 6Ot 5Z 1341 1 411 1 51.6 526 13411 411 1 45_1 526 130.1 411 y Q 3:
J In
46h 965 403 1060 333 80.5 400 K7 325 69.0 400 50.4 = 604 400 61.4 317 057 403 761 316 03 400 T66 3N 40.3 409 766 !N 31.5 406 760 8N 30.2 409 760 911 <n
N
50.626 a1 823 362 01.0 301 040 352 70.3 294 56a 362 71-9 2D0 51.5 382 672 296 40.7 382 64.6 284 41.2 382 616 283 34.9 362 51.5 283 20-4 382 835 269 26.7 am Ba5789 W O i F
14 in 67.8 318 74.1 287 See 318 K2 261 40.5 818 57.7 258 424 318 63.5 253 377 318 80.8 260 3a9 918 466 240 763 318 40.1 248 26.2 318 40.1 245 21.2 310 N.1 248 d j M (n
Goin 48.5 255 517 219 41.2 755 45.7 214 36.3 258 40.7 210 Me 255 372 207 77.5 258 34.9 214 247 258 33.4 203 RO 251 32.2 MI 17.7 268 322 201 165 265 51.2 701 � F � w
ON 427 231 45.8 2q 05.0 731 %1 t% 30.5 734 31.7 74'2 E7 2. 31.6 1. 23.7 234 264 1. 214 134 20.0 1. 17.8 7M ?D.8 163 163 234 265 156 13.4 734 20.! 183 tL,77 � Ill z
a Q
®N 373 213 311.4 10.1 31.0 213 317 VIP 265 213 2DA 178 232 213 27.0 1T3 Me 213 25.1 170 166 213 237 100 185 213 22.2 197 113 213 220 100 11.6 273 220 106 Z w - j
72N 20.6 170 S.;
766 a0 170 7aB 152 70.4 179 225 140 17.9 17B 263 147 160 179 10.7 146 w J g $ U
76 in 21.3 161 140 143 1. 21A 137 17.4 187 10.0 785 169 161 17.0 132 J l7
Z
M N 225 152 133 745 762 10.9 131 t61 IB 17.6 120 O Q 10 �
TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: z Q Z r -
AndWC6peetly Table 6 o x.. m -
ANCHOR CAP.,,,.,,, y
arbVAI 2.70 0.'Jr Core HOtoa CMU FLO CMU tN000 mm (DP_) )=ANCHOR CAP.,,,, tq ��..a
11W ECO UCSSEBo 6n6•Eeo 1/4'586to #108tee 612614si 012 and MULLION CAP..,•..,,
Arctwn Type !'76'EI[o Beet. VC Fxo tencm 9r16'Elca Upton V4 ETtc Ubt. W N
Anchor Clip Pat*,ra tent. AWPCWtr ~0o Agpr9uaar St"(w)stray k"(o5) USE THIS FORMULA TO OBTAIN THE'ANCHOR N
Etee DiAme lin) r atrr r 2-1Q• 3-W t• 2.1? r IVY 2• 3-115 7 046' o.SP o.ste
CAPACITY REQUIRED'CORRESPONDING TO AN p m in y
Em0e08e9 ) /y4• tyr 1yr fy4' r 1-vr 1-w• 1�o/r- 1-tlt' t-vr 1-vr i ter 7y5 1a9a ACTUAL PRESSURE REQUIREMENT FOR THE V ci Q 3
4Aa11- 7Mr.O.C./ aSArgN / t 760101 78D p9 awn 15®D4 1806 as 6100a me be WA I7Wb 7/06a 650104 te97b 92 to MIN /430b OPENING,WHEN R IS LOWER THAN THE MULLION Z O
CAPACITY(FROM THE TABLE)OF THE SELECTED 0_ m O
MULLION.R WILL YIELD A MINIMUM ANCHOR m
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
ascomplylNg with the Florida
Building Code
NOA-No. 17-0630.01
I
Expiratl4m Date 05/26/2021
i
By
TABLE NOTES: miamaWFrodUCt Copho
1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON I OADING. ri 266• -�
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. .125' j 1 i 11 1 1 I r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMI)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED E `'X,`SON••""•N I
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.12W f \� �L LICENSF•'•�C�'
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGF).STRUCTURAL STEEL TO BEAT 128'X 2.11'X 125'MULLION '••�)
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) *.' NO.58706
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
A.L mlR.P.E.
FL P.E.#68705 !�
I
TABLE-1 SA P 1Q� I
MWBon Capacity Table beAt a
Opening VYldth(for w6caPtaperttn➢ff#A=)or Open"Hight(tor h>orlmrtsJ"Per911rV rxillors)
5081 doh 7o In no in 90127 1001, 12DIn 140 In 180N
peewee, 11401-9 R.el.ngea -w-v. R10LD01ee1 T.#7d.m. Ree1••Peer 11•10111.n0 774n'rd41q- 10.27+2794•, Tra1091ag. pe.l.pe.r 1npT4•q- Ilse'+eO1er ih{JT1k1p ltect4+pAr 1+807,04••0 3 rc
326'30 X419 L.aMB L88 ft L-dn9 uadl0 L4edrg Ledn9 Ln.d18p LaatlhO Lowing Lewin➢ L4ed110 L.edeep U dna Laedna L"dna Laaft 1ued810 oy.
DEGLAL yF L a^ ¢Lg_ €.. LL
BAY MULL @�^ I! •I� y�$' g iy¢ i$g r7 I q g Li§ g y6 3 # g, 4I E3g n Id i1 104i !,III
�'f 3 a Hill ! g t d i t o � w
yar z W
ani +70.0 m0 170.0 476 170.0 144 170.0 479 170.0 O6e 170.0 Sas 170.0 02 170.0 S/9 170.0 1116 +70.0 611 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 17M 170.0 821 140.+ 1740 170.0 521 W O =
rn
a N 170.0 701 170.0 04 170.0 850 170.0 561 170.0 992 170.0 810 170.0 1133 170.0 661 170.0 1275 110.0 677 170.. 1411 1700 990 152.2 1522 110.0 680 130.5 1522 170.0 am 114.2 1512 170.0 000 tY 5 (!J
LY a
50.MI6 170.0 747 170.0 581 /70.0 898 170.0 631 1700 1010 170.0 1164 170.0 it% 170.0 723 170.0 1345 170.0 117 184.2 1441 170.0 738 1705 1443 170.0 758 117.3 1353 170.0 788 1026 iNl 170.0 706 W O$
SIN 170.0 797 170.0 011 170.0 959 170.0 0B1 170.0 1718 170.. 764 770.0 1ZM 770.0 80 LLI
180.4 1363 170.0 07 135.] 1363 170.0 906 120.3 1333 170.0 Y1 109.1 1]0 170.0 961 90.2 1153 170.0 987 m (n
[72
in 170.0 969 170.0 M1 170.0 100 170.0 797 1670 1216 170.0 676 1481 1218 170.0 9N 129.9 1218 159.6 909 116.9 1219 ISM 924 07.4 1214 146.1 013 03.5 1218 146.1 013 73.1 1218 1481 013 F- U
in 170.0 970 170.0 745 170.0 1110 110.0 850 160.2 1160 168.9 033 131A 1160 153.0 914 1188 1150 1410 008 100.1 1150 134-2 884 0715 11W 118.7 pt 73,7 1130 1283 370 65.7 1160 1262 070 j d Z
LL37 Q
N 170.0 074 170.0 109 111A Ida 118.8 OB1 130.6 1048 146.9 084 174.3 1046 133.1 300 101.6 1048 1214 an 81.1 Ido 1188 870 162 1018 1099. 821 85.3 1048 1082 818 57.1 1049 1082 818 Z Z 07� U
N 140.8 800 1475 764 117A 800 128.0 748 1006 000 1t&$ 734 080 Oto 1080 722 79.2 880 02.0 712 70.4 ee. 30.2 70.3 58.7 880 792 683 50.3 800 785 08 44.0 660 769. 036 K m j IQ
N 110.7 700 125.1 190106.4 676 85.5 790 W3 533 74.8 790 03.9 = 055 7110 MA 843 We 790 71.7 635 40.9 790 6l.t 624 42.6700 62.1 619 379. 790 01.5 517 U aZ
a
N 110.0 750 113.3 057 923 750 981 014 35.1 750 b-9 OW 602 750 77.1 821 01.5 750 701 612 55.4 780 657 605 462 7W 504 594 30A 750 562 504 319' 750 55.5 581 Z F- �- Q
In Rt 50 749. !W 00.1 50 629 491 61.5 583 54.8 493 46.1 50 455 475 40.1 50 44.4 4W 36.1 50 489 4W 30.0 50 36.2 452 25.8 883 333 415 22.5 583 31.4 442 F Q Im Z N zz
g 0 CO
In 59.4 490 61.1 443 406 495 51.5 435 424 495 4.0 427 37.1 495 38.9 421 31D 405 36.1 N5 20.7 49S 332 400 249. 406 29.t 400 21.2 490 29.5 394 13.6 495 25.0 SBO a N LU O MO
td N 4/7 1P1 41.6 353 74.8 ]91 018 314 10.3 301 31.1 312 281 701 279. 9.7 212 391 24.9 333 20.9 391 220 ]70 179. 7Y1 /9.I 321 149. 791 17.3 311 J{
W LU y Y
711 N 384 335 792 733 32.0 370 77.0 370 27.5 735 769.' 725 24.0 335 26.3 ]20 219. ]M IIA 316 182 335 70.8 712 180 735 18.7 305 � W LU
11441.
201, 309. 377 309. 339 20.! 317 28.0 234 21.7 317 72.5 730 19.0 317 19.2 276 t0.9 317 ITO 273 O N
F
S2 L) M
iM h 17.6 lw 17.8 203 ¢ d a= Z O
TABLE 15E _ ANCHOR CAPACITY ADJUSTMENT FORMULA O S
An or Table ANCHOR CAP., u S ��
81a.1aee 2.71,0-M. 3%C- Ha-CMIJ FAeOCMu PTWmd Mem (D:.)X� J=ANCHOR CAF'-- PRODUCT REVISED
SHB'Eko 1/4'58 Eta 51W Ebe iH'99 Eko 110 9w1 ri281W 112 Stec MULLION CAP.,v,,,,
AadlOr 7ypa: 3/10'Ek Ut+om 735•Elm 41a.em latrtan 3116'Eke uk4con t9.'Eko Il•toal AyatO.b taD.eon A9pe04W 9o1nv(G5)9ww 10:1) 9mew((15) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eom yIn with t1,•Florida
Anchor CAp Patterns Building Codi
Edp OamOe(N): t• 2-In• t• 2-V7 3-11V 7• 2-IW 1' 2-1/r 7 11/0 7 0.44• ..54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01
C.b.&.,d(ND 1J/4- i.Y4' I-W 13w' 7 1.1111' 1-1w /-IM' 1-1/4' 1dH' 1-1/C 2' 1018' 13/8' +er•e ACTUAL PRESSURE REQUIREMENT FOR THE
2 Aewaaa 9 s Mkl O.c./R>115 Angle COp•/(Fo 17 ]Po 4 3908. 450 b 890 d 1700 in rO be 20 Its 354 b 140 Is 374 aM 710 w us m 341 a 442 U. 50 k. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Anch-O 3S'tart O.C./(2)2.5 9.81048000./(F4.7j 780 9e 71.a. 700 k. 1670 k. 2i-b sw a SW 10. w9. 1120 k. 748 e. 8m b 1892 b. 682 a ass 9. t 1209. CAPACITY(FROM THE TABLE)OF THE SELECTED B ._
e 9.1101-27 2.71'MO O.C.1(4 2, A1t9a /ff19.37 n2D1m 1120 ke 9556. 2246 i9. 2zs4 k. IN-
A MO Th. wa lose ke w9. +3209. WA +022 be 13271. 1360 ks MULLION.IT WILL YIELD A MINIMUM ANCHOR y-
CAPACITY WHICH MAY BE USED TO QUALIFY 01- • ro1 ue:t uont
- ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE.
TABLE NOTES:
E-1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,125' ;�`apN.••..-.N ��
• • EdHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHONM ON SHEETS 21-23. -30,_ �•10EN,pF M�((��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' No.56705 •�� '-_
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125 L '
• • • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT p• �'•'���
LEAST.125`THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDMULL
�IOP7 �„n•-• SATE
• • THE MATERIAL.410 8#12 ANCHORS INTO WOOD MAV BE STEEL,18.8 S.S.OR410 S.S. s '40RIDP
G\[��
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. /S'ONAL 1�N
A.LY11A MILLER,P.E.
FL P.E.#587135
TABLE 16A
MuRlon Capacity Table 6L7
Opening 0 t(1a-yerticak3parrirtg m136ons)or Opening Height(br hwmtally-sporrirg mJho ls)
� a
Wm so in lam 9011 9011 loon 12C in iain 79011 S �
Racta WW TgYTdaa+g. RmWVLda Trapr'dmy7. Recten9Ae, TWTftV RttepJe Trw/Td.% R-WoAa MprrayRa1.r24TTdeRcanpT-WT" T4rftpRecWo a TrWTep326"46 Ladng 1 dp legLoaciriri. q ..drg .
Lowing L-d.g Load. Lodng Lwdnp Lwdng L.dn Lod
DEG.AL ;17MI&OAS
pg r_ r r r r r p �8" a � '2
U ��' g� v � L7 U� UU +S � y� d �c��' $ ��' ��' � � � g gQ gpp U)
N 9`5 £ gg F 56g 6� $ " �e d 8 Uyvs� � � smg ed � as �C Zw42n 1700 43a 170.0 744 170.0 478 170.0 be 170.0 soft 170.0 00 170.0 s19 1700 1118 Imo 52 Imo RIo Imo szf 170.0 116! 170.0 stt 170.0 1775 t7o.a sz1 190.3 1a7 7700 st Tn
40n 170.0 04 170.0 NO 1700 SM VIA W 1700 030 770.0 1137 170.0 Mf 1710 1775 1700 877 170.0 1417 170.0 Gee 167.7 1637 170.0 MO 110.3 1837 170.0 690 171.8 1037 1700 aW 0: j Cn
50.67670 170.0 747 1 770.0 S83 1 170.0 590 1700 SM 1740 feel Imo n4 170.6 1155 Imo 1 721 179.0 1345 17Me 147 1700 1444 1700 756 11.1 1552 1 170.01 755 176.1 1552 170.0 756 110.1 1552 1700 j 756
54 In 170.0 707 170.0 612 170.0 550 1740 ON 170.0 1110 170.0 784 170.0 1215 1700 003 1710 1434 1700 $37 155.2 1456 1700 856 120.3 1136 170.0 551 110.1 1455 170.0 W 97.0 1156 170.0 901 5 UJ
m O y
W n 1700 555 1700 701 170.0 1067 170.0 767 1760 RIO 1700 We 157.1 INS 170.0 944 139.7 1309 170.0 ON 175.7 1309 163.3 p94 1001 1300 137.1 962 84.6 7309 157.1 9R 7e-5 1706 167.1 981 � � V0 fes' Lu
0311 170.0 WO 170.0 745 170.0 1116 170.0 ON In$ 1247 1700 gel 1425 1717 184-5 993 1267 1247 1528 986 114.0 1267 144.3 962 NO 1217 1742 838 91.4 1311 130.7 933 71.3 121 1367 915 ti UW ZTa
sb 0670 1700 971 170.0 7M 170.0 1169 1700 903 14&1 1190 183.7 pM 129.9 1100.147-9 845 115A 1190 1866 626 103,9 1190127.1 914 58.6 1190 110.6 M6 742 7190 111.1 990 84.0 1190 11&1 aw 2 Z_
771. 167-5 1070 101.0 tl7 131.7 1010 /84.6 984 1141 1010 1272 612 101.0 1010 114.7 678 848 1010 103.0 117 90.6 1010 980 590 87.3 1010 WA 796 67.7 1090 97.8 790 90.5 1010 0.7 784 W j S Q
7811 137.41 906 O&S 702 114.5 We 1720 776 96.1 W6 107.1 761 66.9 066 842 784 743 900 842 1 736 847 Yoe 021 779 STA 900 74.7 710 84.7 806 712 710 Q9 906 706 784 � J �6 Z
a
nn R7.1 bet 1325 784 106! 841 1175 718 90.6 841 90.6 725 79.4 841 55.5 713 700 907 01.0 790 63.8 861 76.4 684 S3A OM 68.1 841 13.1 bl 84.5 OIs ]9.7 847 55,7 072 p }
9011 O27 846 814 574 $54 616 711 SM 84.1 816 Q9 584 51.7 eel 567 SIS 440 616 WA 537 41.4 684 47.0 630 34.5 616 41.5 $19 MS 655 362 511 750 618 76.6 507 =
961. 097 584 70.1 501 56.6 580 59.1 469 167 SM 51A 491 426 SM 16.9 tel 370 584 410 476 34.1 See 341 470 20.4 584 33A 490 71.3 846 30.5 432 21.3 555 267 447
tan 47.9 449 461 405 39.9 449 411 3W 342 449 347 303 29.9 448 31.7 3V 20.8 440 266 552 73.9 440 261 377 20.0 490 227 384 17.1 449 20.1 381 15.0 449 18.9 384 ^ a
1111. 44.1 4755 46.0 384 36.1 425 37.9 379 71A 425 328 373 270 425 261 307 245 475 787 782 721 470 21A 368 111 473 20.7 390 155 436 168 30 g' �LLI W `L
120 n 340 784 78.0 331 20.1 384 290 323 249 384 25.6 371 215 384 729 317 141 384 905 313 17.3 384 167 300 U G
to 1. 167 20 79.4 233 149 733 T7.1 730 ¢ Z VVOOjj O
TABLE16B
AnorC Table CAPACITY ADJUSTMENT FORMULA:
ehd
sweer.: 2.7k Carrot. 31k CV 0 Fast qa7 I PT~ I _ ((ANCHOR CAP.,,,•,,,,,
y1r v4•eaEle.vlreleo 7N•66FJe0 810I9901 nlstw sRa6n41 )X`MuI,LIONCAP.,e,A,�=A R "- PRODUCT REVISED
MMwCRp P0.Wme Am9or ryP. 184 EbolMacan 74•Ebo Nkeom IAbelan 111 Eko t9asoan 184 Eton l4ssoal AOOraCator lustae A9De04tr eaee K7s16er.lOs7 8uw 1x331 USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Fbrida
E4pa Dahnce(11k 1' 1-1? 1' 2-1? 3-116• 1' 2.07 +' }1? 7 11/1 7 0Ir 051' O.3M' CAPACITY REQUIRED'CORRESPONDING TO AN Building Code
Eft,b dIn 14W t-W 1afl' WAIF 7 1.1/4• /-7N• }1N' 1-iA, 1-14• 1-tN• 7 lane• 7JN• ry.e ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
z Neel III r Mkt O.(`,1(2)2,5 Nv*C*-I IFb-11 390 b 390 b IW b 590 b 7700 ft7/0 790 b 351 b 710 b 374 Poe Ito 911 gel b 311 b I4t b 390 b OPENING,WHEN R IS LOWER THAN THE MULLION EKpiration Date 05/26/2021
4 AMhoo O 3S Mi0 O.C./R7 2x5 Nil.ape I(F4.2k 790 In 190 b 790 Se 1470 b 2513 b540 b 360108 wA t 190 b lel 108 eel b len b eez b aM b 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Av4 nd171'&4&O.G/ Z(3 Anile Clip I .3J 1,201m tt2o b We b 2255 ee 7734m WA µ010s WA IMM WA 1]70 b WA 1072 b I 1ffi7 I. I el90 b MULLION.R WILL YIELD A MINIMUM ANCHOR BIr
CAPACITY WHICH MAY BE USED TO QUALIFY Mlam uet on
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
3)MULLION ANDMULLIONCLIPS 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. 1 y�• fir• `��� pNIf LY
,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .............V ...
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 307 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 32.1.0• �*: Ho
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED
• • • YELLOW SOUTHERN PINE WITH AN SG OF 0.50.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125
THICK-
STEEL STUDS TO BE A MINIMUM GRADE 33 FAD.040"THICK(18 GAU GEJ STRUCTURAL STEEL TO BE AT
LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45'BAY
• • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION -0,C•• ATE ��` `
i Cis•••�C ORIDP..•'•�11� i
ANGLE CLIP(FIGURES 1-3)MUST BE USED R1 PAIRS. qq '
ASLAMNNAAI L P.E.
-- FL P.E.#58705
i
l
I-H.000"-i r-,.zso•--iN
-1 1.000• r- -) t Doo• (-
1.000• 1.000• �+- f�,.266• I
7T- .125` .725
I 2.750` .125 3.125 .125` 3.188• -
2.750•
.125" [I',
25 .126' 44
2.000• 2.000" 286' 2.116' E U
.126• 850' _ 14
DF .125 TZ
n
1 375' T " W Q_ N
L J
1'%2'X.128 MULLION 1•X2'X.375"MULLION 1"X 2.75*X.376•MULLION V X 2.7SX 950"MULLION 1"X3.125"X.5"MUWON 1.25'X 3.188"X.285 MULLION 12W X 2.11'X.125"MULLION rn
808376 ALUM. 6063-T6 ALUM. 6083-T6 ALUM. 6063•TB ALUM. 8083-T6 ALUM. 606}T8 ALUM. 6063T6 ALUM. � � Q �
XSECTION X-SECTION XSECTION XSECTION XSECTION XSECTION XSECTION W y
I--.125 F' 125' ^i F^.125 ~ y z
TABLE A z W =
L-AN 2X5 ANGLE CLIP ? gW3-TG ALUM Dimension Value(In) For Mullion: (a806378 ALUM. 6063-T6 ALUM. _ w p O
2.000' XSECTION I 2'1 U-CLIP 2.000° X-SECTION A 1.625 9 = d pZ
1°X2'X.125' , Q ,.0
6063-78 ALUM. .125' B 2.654 Aluminum 13 U
.125 %SECTION - z Q Of
C 0.895 Tube Mullion Z..Z op m
.125' I E D 0.740 0. N a 8c)a
--i.740"F- B 2� 1'X2'X.375• N W - Y Y
5.500• Aluminum Q ir J U)
3.125 +1_CUT HERE TO .375" 5.000' ---{ C 0.835 Tube Mullion U Q
.375" CREATE F-CLIP.SEE MIN. E �- .376-MIN F-- D 0.490 Q O O
MIN. DETAIL F.SHEET4 A 1.875 D_§ ZmU,.O
338'MIN.
r-------� I r-------�tl�
A I r--------------------- B 3.000 1'X2.75"'X m� .` `M mIY
u-CLIP A L-----_- _-____i .375Alumin
Tube Mullion
L------- 606345 ALUM. `- --"------' 2X5 ANGLE CLIP C , PRODUCT REVISED
TOPVIEW 6063-78 ALUM.
TOPVIEW D 1.118 os comp1y1ny with the Florida
�- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1"X2.75'X guIMI�Cede
6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 618 FOR THE NIDA-No. 77-0630.01
TCENTER OF ANCHOR HOLE MUST DE TOPVIEW z
ENTER OF ANCHOR ANCHOR 0 C.DISTANCE.MAXIMUM ANCHOR B 3.00D - • lxpira8on Date 05/26/2021
THE DASHED BOUNDARY.SEE OLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+Imr. C 0.476 Alum numSHEETS5.17 FOR THE ANCHOR O.C. ITHIN THE DASHED D 0 m8 Tube Mullion g3-
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE
DIAMETER ANCHOR DIAMETER+1116". SHEETS 5-17 FOR THE A 2000 MIamF Product Controf-
ANCHOR O.C. TABLE B V X 3.125"X
DISTANCE MA%aAUM PGT Part# B 2817 •500•Alum
ANCHOR HOLE Null Dimension(sheet#) C0.853
.376' DIAMETER:ANCHOR Mullion Std.Clip Ottxt Clip U-Clip Angle Clip Tube Mug
1.137
.375 MIN. DIAMETER+1/16'. D
MM. 1-X2'X.125(5) 66WS 666113M 66611 ISM 666243M 666511M A 2.825
r----- r----------r 1"X2"X.375(6) 666006 666114M 6661119M 666244M 668512M B 3.282 1.25'X
X.285"A]urn
Alcan-_---y- i 1"X2.75-X.375"(7) 66607 8S6115M 6661120RA 666245M 666513M C 0.882 Tube Mull
B 1-X2.75-X.660'(8) 68806 686116M 6661121M 666246M 666514M D 1.762 N7�,11(3tV LYNV
fig
1-X3.12!'X.500•(9) BB637M 6861116M 6681114M 666242M 666515M A 1.813 1.26
.'121xAl1um `3o .....
I I J 1.25"X3.186"X.268'(12) 86841M 6661117M 8681113M 668241M 868516M Tutee Mull
No.58705
�_ ------J I ---_-- 1.26`X2.11'X.125'(18) 69370 WA N/A WA BW517M =*,r• *=_
C OFFSET CLIP NOTES:
8083-T6 ALUM.
I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. iQ••. TE
12J'
.740" �i AlORION
i 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE.
AE
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �j���{1
i J�(p(�,
FL P. 58705
-i 1.000" r 1.000" 1.06r-1 1
740° Q +
..06 .385' f �{},�--II .125" g
.062'
.438'-- I I a
I
4.000' 4.000" 4.000" .125'STANDARD CLIP
2.625• 2.000' 6083-76 ALUM. I 2.125" 01`
-.125 2.000" 2X5 ANGLE CLIP
X-SECTION t1CLiP 6063.78 ALUM. lid
I I 6063-76 ALUM. LO
.126"- .125• .125' X-SECTION I %SECTIOPi -.125 N
.031• .125 L Z LU
W
-.125 ._l CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 0
.375" '155' .375' DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE D N
ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
HOLE DIAMETER:ANCHOR DAME'ER•V16". 0] o =
1'X 4'X.125" 1"X 4'X.375' 1'X 4"X.375' __ 6• W O
MULLION MULLION 'T"-MULUON CUf IERE TO 5.000' 10 Z M W
6063-T6 ALUM. 6083.78ALUM. SM-T6 ALUM. .375 3.125-----j_CREATE FCLIP,SEE .375' _ 375 O CD
O
X-SECTION XSECTiC4 %SECTION MIN. 7
MIN. I DETAIL F.SHEET 4 rC _1 � to a
fro�sr 1.594" -1.260' .375„ W m 2
1.594' ---------
__-____i I i i ANCHOR HOLE iCENTER OF _________ -__.__._-____i -- _375' � M2 U
i I 1 I MUST LIE WI THIN I j MIN. J a Z
1 I I I I I THE DASHED 1 i Q
1 I I I I BOUNDARY.SEE --1
2.875' I --- I I} I --- I F SHEETS 10-17 I I U
I I I I I E _F.RTHE F 1�- -----I Q O Z `1
,100• I I I I F ANCHOR O.C. j F-- Q 1 8c 90
3.250' _ ..100• 9.94• 1 I ` MAXI UM ME I i to Z
3.250• i I i i I ANCHOR HOLE j i `1 Y
...100• I I I I DIAMETER: I I J W O
L J ANCHOR L___..-___.______ J U D a 3
.100' .624' - DIAMETER U18'. Q O O
6.s Z-.tn U
2X5 ANGLE CLIP -
8p. �0. 824' rL STANDARD CLIP UCLIP 808378 ALUM. D'
6053-T6 ALUM. W63-T6 ALUM.
1260' 1.250' .�, � CENTER aF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW TOPNEW
125"X 3.25'X.100' 125'X 3.25'X.624" WITHIN 7f(E DASHED BOUNDARY.SEE
MULLION MULLION 1.25'X 3.94•%.624' SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C PRODUCT REVISED
DISTANCE.MAXIMUM ANCHOR HOLE TABLE C,CONT. as complying with the Florida
8005-75 ALUM. 900SECTI N 5-TBAMULLION Ofr emWon Valw pn)For Mullion: Gmenslon Value(in) For Mullion: Building Code
X-SECTION X-SECTION 8005-TB ALUM. DIAMETER:ANCHOR DIAMETER 1H6'. BOA-Ho. 7-0630.0'1
X-SECTION 3. 1' (4 X F 1.9341 1.25"X3.
G 1.000 .125• G 0.500 X.624' Expiration Date 05/26/2021
_ 3.469' 5.500' H 2.SW ANuninurn H 1.438 Al-Inurn D
2.661" Ct -.125' .376' 1 3.000 Tube 3-n I 3.250 Tube MuMbn � BY
.376' Iw Mlam a�e uc antro
1.37T� .125 1.87T MMV. O 0.757 1,,.375 X G 11125 12X.624.94"
--- ---- I -__� H 2.430 Alumksan H 1.500 Aluminum ui
I I I 1 3.000 Tube&'P I 3250 Tube M. cat
I
I I I I F 2.250 1.25•X 3.25• F 2,813 30'Be MUM
.t2s
1 I I I G 0.760 X.100• F 2.875 451 Ba Mull 1
.125 45• 2.250" i i I i i I H 1.500 Ah4nirspn
�__ H i I 3.250 Tutee MWbn Z I
3.250"45'BAY MULLION I 3.250' 1 i i i TABLED of i 111 I I 111 I
30•BAY MULLION 6053-T8 ALUM. -------- 1 I ___ m
Mull Dlmenelon POT Part
6003-TO ALUM.MULLION
I X-SECTION _ -_ rc
X-SECTION I Isbeet+n
I Mullion Ste.Gip Olfaet CHP UClip An
gle C
O OFFSET CLIP I.X4'X.125'(10) 66384 666111M ON1122M 866241M IO
7 .125' 60113-78 ALUM. V X4'X.375'(11) 66810 668112M BFi61123M 686242M 19 - �-: No.58705 *' I
.228'_1 �--.981'--� .228"j-4..-.981"..� ._ TOPVIEW
-7q0•- 1"X4'X.374"i'(11) 66863 888112M 8661123M 868242M n /)
NOTES: tr 1.2Y X325'XAW(/3) 20100/20312 0081127M 8061124M Hfi62410M 6MI15M 1'
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 125'X 3.25'X.824'(14) 20161120316 W61128M 6%1125M W82411M 0665116M �O • ST
1.25'X3.1M'X.B24'(15) 20162 6861117M 8861128M 668241M 668517M ® '-•F<ORIDP..•'G\C��
2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 L1eM1aa(10) 86849 -WA WA WA 1M65110M ' �s`S/pMAL
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. a5 Dapae lm 88850 WA PMA wA 6685111M > 7j 1I i I 1 1(111\\
ao A.LYNN MILLER,P.E.
O FL REM 58705
i
TABLE E_
Mull Dimension PGT Part
(sheet#) MWIlon I Std.Clip U-Clip Angle Clip I f--.125" I '1)—.125 C d
r X 4"X.25"(18) 66602 666261 M 666271 M 6665112M
T X 5X.25"(17) 66604 66626W 666272M 6665113M STANDARD CLIP I U-CLIP 2X5 ANGLE CUP k
F
8069-T6 ALUM. I 606346 ALUM. 6063-T6 ALUM.
2-O" XSECTION 2.125' X-SECTION 2.000• XSECTION
NOTES:
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 .125• I 125 I 125" M 'V
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. } L N N
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE Z W
F— ,.490•— I T g 07
HOLE LOCATIONS. 1.480' la J
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
5.500' rn � !n
CUT MERE TO 2 V %8
r--�-------{{{' CREATE F-CLIP. 5.000' MIN. K M z C1 N
2.000' .375 - r-SHE DETAIL F. .375 f .376' F 0
MMI MIN.
V)
r------- – -------, – f--- -----1 z w
N z U
a z
£ -1—- -—- -—I- 3.438• @ + &438•
250' 2"X 4"X.2S 1 1 I I z p a N W
MULLION I I 3138' I 1 a Q c c
6663-T6 ALUM. j j j a
X-SECTION i j I IL I67 z
I -----� MIN. S W O - _
L_ _____ ___I__- --- --- __ __ L L________________
� Y Y
0 ¢ 3 �
STANDARD CLIP U-CLIP,806346 ALUM. 2XS ANGLECLIP O Q O O
CENTER OF ANCHOR HOLE MUST LIE 60aTS ALUM. �p PoR r X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. Ir 0_� z � In
250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW a 4 �'O O
SHEETS 16-17 FOR THE ANCHOR" SHEETS I&17 FCR THE ANCHOR O.C. O ..- €�mIY
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE O o 9
DIAMETER ANCHOR DIAMETER.V18'. WRHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER 11/18•.
SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED
DISTANCE.MAXIMUM ANCHOR HOLE
as comp)in with the Florida
5.500" CUTHERETO DIAMETER:ANCHOR DIAMETER+1/16'. Building a
2.000' 3.600"—^1 CREATE F-CLIP,
5.000• NOA-No. 17-0630.01
r— —� •M� I_SEE DETAd F, •375 .375'
£ r SHEET4 MIN.
MIN. Expiration Da 6/26!2021
375" By _
�_____ __ ______ _______�
1 I f- 1 Miam' aProduct ontrol
I I I I I 1
1 I 1 t
I I I I I
1 I I I
1 1 1 I I I
i 1 I I
1 I I I
s.o9o• f ' —r-- - ' a.e36• £ s.43e• £ ;-—-—-—-—-�
.250• -i r i lulllrr
I 6.436'
I i � s.43e• Y LYNN
1 { I M
2'X W x 2S I I I I i { :.1��.•' 6ICENy�I:`•,�(��i�
MULLION I I 1 I ••'p
8083-T6 ALUM. I 1 I I `*; NO.58706
X-SECTION i I i .375'
1 I 1 L--------- ---� MW. 'O 7
STANDARD CLIP UI-CLIP 2X5 ANGLE CLIP �i�s ''�.�DRIDI`,•''G\���
.0 66063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. �//`S7,
TOP VIEW USED FOR r X 5'MULLION.SHEET 17 TOPVIEW //7�!.�N��AL
TOPVIEW A.L4fA WLR.P.E.
FL P.E.#58705
L - -
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 A DESIGN PRESSURE OF-60.0/-60.0 PSF.
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUTTABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=66'.REFERENCING SHEET 25.THE COLUMN USING
NO ANCHORS N HEAD ca
-RS RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WANDOW 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
SEE 8EE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375"MULLION ') ^ O
���� DETNI& (LENGTH�7Y.OPENING WIDTH=70 MEETS THE DEPTH REWIRED,HOWEVER THE DESIGN PRESSURE IS*/58.3 PSF AND WOULD a
PRODUCT'S SHEETS NOT BE SUITABLE FOR THIS APPLICATION. R Y
APPROVAL 23 FROM TABLE 4A SHEET 8,THE 1'X 2.75'X.650'MU WON(LENGTH=72',OPENING WIDTH a 70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS IREMENTS EOR THE LL
in
.M. OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REWIRED OF 636 LES. 04
MULLION
LENM 2)USE TABLE 4S TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 E U FFW
4 Q ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N W
DtSEE 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLJONS OR FENESTRATION PRODUCTS,WILL U =
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. cr.4
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+150.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS.ALTERNATIVELY, W CD co
NO ANCHORS W WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: c W
3Y 3Y ~
��F 7. wtOTM (60 PSF)X LOS =524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) Q
OPENWG WOTN 72.7 PSf 9 M
Z 1
---- U
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A Z
DESIGN PRESSURE OF+50.0455.0 PSF.
FOR THE VERTICAL MULLION: Q N
1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+7Y+1'~106'AND THE OPENING WIDTH IS 36'+36'+1'=73'.REFERENCING SHEET 25,
WWIN '
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE ML ON TABLES FOR A MULLION THAT IS AT LEAST THE DOW FRAME DEPTH OF 2.318"AND WILL J j Q O C.
EXAMPLE 2:MULTIPLE MULLIONS f
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.
SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375"MULUON(LENGTH=108'•OPENING WIDTH-80n MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF �' �QQ !
MULL w1DrH_jr- SHEETS 23 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U X Q 3
W
FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250'MULLION(LENGTH=108",OPENING WIDTH=80*)HAS A DESIGN PRESSURE OF+/54,7 PSF WHICH EXCEEDS THE REQUIREMENTS IL Z .o U
FOR THE OPENING AND MAY BE USED 94 THIS APPLICATION.NOTE THE ANCHOR CAPACITY REWIRED OF 971 LBS. U
3Y SEE
SEEBECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2174',NOT 73'AS PREVIOUSLY ,Y,
FENESTRATION DETAILS.
PROOlIC18
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
II(1- AppROy,LL 2-4 THE 73'DIMENSION(35-1/1+35-12'+Y=73-). as.—PI with tM FbrW
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EX , Building
AMPLEASSUME THE POURED Codr
n r- NOA-No. 17.0630.01 j
CONCRETE HEADER MND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
VERfICALI _
MULLION USING THE STANDARD CLIP WITH(6)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'CINES AN ANCHOR CAPACITY OF 1050 LBR,S WHICH IS GREATER AND Expiration Date 0
LENGTH SEE SEE THEREFORE SUITABLE.FOR THE REWIRED ANCHOR CAPACITY OF 971 LBS. Ny
3 DETALS, DE7AiL E. FOR THE HORIZONTAL MULLIONS: I B
OPENING SHEETS24 3HEET3 W I•m • uC1 eHH
HEIGWILL HT BECAUSE THE VERTICAL MULL LL BE A 2'X 4"X.250*MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER wa,
HFOR MULLION TYPE COULD BE CHOSEN.
MULLION 7Y �/
1)THE MULLION LENGTH IS 3B'AND THE OPENING HEIGHT IS 32'+72'+2'=106".REFERENCING SHEET 23,THE COLUMN USING TRAPEZOIDALITRIANGUTAR LOADING MAYBE
USED.FROM TABLE 12A•SHEET 16,THE 2-X 4"X.250'MULLION(@ LENGTH=4Y,OPENING HEIGHT=12in HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAYBE USED 9N THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYP£REWIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE.ASSUME THE CMU JAMBS ARE 8" Z
WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8'.CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
23 (4)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF SAO LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w I I I I I I I
ANCHOR CAPACITY OF 521 LBS. L..
`
`�.1'N .. NN4fl 11"
_ SO'.nORiZ. 38'.HOWZ _I ANCHOR TYPE IS A#12 STEEL SCREW.4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE ULI-IP SHOWS THE ANCANCHOR �1� 1,10ENSF'-�C(_ i
If4--H,eILL LENGTH WLL LENOfHNo.---"III CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REOUIRED ANO CAPACITY REQUIREMENT OF 521 LBS.THE Z Q',' Y1'
~ *' '
W
OPENING W 58705
IDTH FOR VERTICAL LL tla
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: r =
+1$4.7 PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; gl A� '•4[/
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON(INTERSECTION} ® � T'•. = �!/.
THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �lCs '"40RIO-P-' G,���`
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION �A�/O��N'�AL��1EL�1
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A,LYNNI�AIr I FR,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. - FL P.E.#58706
3
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRUWGULAR LOADING:
I
I w
I PW PW
'
PW I I ^a a
I ,
/ I
/ i N
SH/DH $M1DH SHIDtI SH/DH ; PW PW oN
4 } F
4 0 (0
W j �
/ W odd F.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / /
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I , (j/HINGED F=.. to
Z
DOOR
SGD z Z
I LOADING OF VERTICAL MULLION w �O
PW
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION j Q d T-
PW 1 z Z
1 LU
PW a /j Z ao yo
PW
777
SH/DH SHOH SH/DH S^,�. SH/DH I ¢ Q 0 O
c^r Q J 1 rc O, Z 0``�o^
SH1DH ca0i .�9 1 u
l 4 wle
1 / 4 191n�-
PRODUCTPREVISED
i as eom Iyo with the Florida
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I Building Codi
SILL OF WINDOWS NOT ANCHORED WIT71 INTERSECTING VERTICAL MULLION I
I NOA-No. 17-0630.01
PW PW HR
I Expiration Data 03/26/2021
I _
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY_
I MULLION Mile�� a Product Control-
__ I
-- P HINGED I NOTES:
DOOR PIN r/ImPW 1
I 1)DRAWINGS ARE
1 _ RERESENTATIONS OF TYPICAL
1 T/7/�7
PWCONFIGURATIONS NOT SHOWN
/ THOYBE SE SN.EXTRAPOLATED FROM
j 2)IF THE LOADING TYPE CANNOTNY,LY �
BE DETERMINED.USE a� "'NN f
i�
i PW RECTANGULAR LOADING. ��•'•
PW 1
1 3)SEE PRODUCTS'APPROVAL FOR �. ND.58705
PW
1 ACTUAL ANCHOR LOCATIONS. _
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
I SGD O TA
s
LOADING OF VERTICAL LOADING OF HORIZONTAL '/'��ONAt
MULLION MULLION A.LfN �N
MIMILLLA,P.E.
FL P.E.#58706
i
RECEIVED
APR 1 1 2018
MM® IAMI-RADE COUNTY
DARE
sfi, Lucie County, P CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE i de. ov1eeonom
PGT Industries,Inc.
1070 Technology Drive ILI: Vr
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 with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series 11SH-500 Vinyl"White PVC Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile
Impact'; sheets 1 through 11 of 11, dated 08/07/08, with revision D dated 06/01/15, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami—
Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
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 product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAf#13-1009.05 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 Manuel Perez,P.&
NOA No. 15-0612.12
MIAMI•DADE COUNTY Expiration Date: January 08,2019
Approval Date: July 23 2015
1 Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings ind sections.
(Submitted under NOA No. 08-0820.14)
2. Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact",
sheets 1 through 11 of 11,dated 08/07/08,with revision D dated 06/01/15,prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a series SH-500 vinyl
single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5710,dated 08/13/08,signed and sealed by Carlos S. Rionda,P.E.
(Submitted under NOA No. 08-0820.14)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an outswing French door,
prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated
10/31/08, signed and sealed by Joseph A. Reed, P.E.
(Submitted under NOA No. 08-0820.14-For Reference only)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51"
Edition(2014),dated 06/05/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manue Per ,P.E.
Product Contr 1 E miner
NOA No. 5-0612.12
Expiration Date: January 08,2019
Approval Date: July 23 2015
E-1
PGT Industries, Inc.
NO'T'ICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butaeite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for
their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated
02/07/13, expiring on 12/26/16.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-51h Edition(2014),dated
June 1,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 13-1009.05,issued to PGT Industries for their Series
"SH-500 Vinyl"White PVC Single Hung Window-L.M.I."approved on 11/14/13
and expiring on 01/08/19.
Manuel Perez, .
Product Control Exa i r
NOA No. 154612.12
Expiration Date: January 08,2019
Approval Date: July 23 2015
E-2
GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE OF CONTENTS
SHEET
1.GLAZING OPTIONS: GENERAL NOTES....................................1
A.3/4"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8"TEMPERED OR ANNEALED G SS, AIRSPACE AND 5/16"LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2
OF(2)LITES OF 1/8'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE VVB BY KURARAY AMERICA,INC. GLAZING DETAILS...................................3
B.718'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16"LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS...................................4
OF(2)LITES OF 1/8'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE(t5PVB BY KURARAY AMERICA,INC. SECTIONS,I.F.FRAME............................5
SECTIONS,BOX FRAME.........................6
2.CONFIGURATIONS:IN AND PROVIEW PARTS LIST..............................................7
EXTRUSIONS............................................8
3.DESIGN PRESSURES:+60/-70 PSF(ALL GLASS TYPES LISTED ABOVE) ® ANCHORAGE SPACING,BOX FRAME...9
ANCHORAGE DETAILS,BOX FRAME 10
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ANCHORAGE DETAILS,I.F.FRAME.......11
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C.IF A TEMPERED CAP IS USED MAX.DP IS-501+50 PSF.
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION.
SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30 FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF
INSULATED GLASS UNITS MUST BE TEMPERED.
6.REFERENCES:TEST REPORTS FTL-5710.
ANSI/AFBPA NDS FOR WOOD CONSTRUCTION
ADM ALUMINUM DESIGN MANUAL
QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS)
7.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
PRODUCT REVISED
w complying with the Florida
Budding Code
Acaetulancc Nn ' '� �•f
n Ito Dale 1�
BY
Product Co rot
t 11f 1111/
......
105
N0Lu
,58 _
SC 05N1/15 D REVISED NOTE BLOCK Y r �O,
R.ww. Oft 1070 TECHNOLOGY DRIVE GENERAL NOTES Uf,`•..•FLotv,. ��J
D.G. 12/1&!5 a NO CHANGE THIS SHEET N.VENICE.FL 34275
Vinyl Single Hun Window,Large Missile Impact
Slor���,�'
P.G.Box 1529 A.LY44 M LLL P.E.
JJ 16!7/1} C 2010 FBC lNrDATE N.VENICE,FL 34274 Wribly Better urK p~°� �.-
D.0. 8A17AM SH500 NTS 1 s 1 t 5181-1 D FL P.E.#58705
55 3/8"FRAME O.D.
52 1/8'MAX.
52 1/8"MAX.
48'FIXED WIDTH DLO
48"FIXED WIDTH DLO
"SEE SHEET 9 5' 41/8"O.C.
8' FOR ANCHORAGE 8MAX. MAX.TYP.
MAX' REQUIREMENTS M TYP.
9"
MAX.
/ 33 3/4"/ 33 314"FIXED
/ FIXED
/ HEIGHT DLO HEIGHT DLO
75' 75"
MAX. MAX.
w
Q� T
w0 w 1 p" O 78 1,4„
_ w MAX. FRAME
U)
z? I O.D.
¢ 1
�Lu
O�
LL
/ 33/ 33 SASH
SASH
/ HEIGHT DLO / HEIGHT DLO
X /� PR
REVISED
ns comldying%viLh the Florida
nunaing Code
NO
1 A(D 12.12
Acccplancc
C. imlio Datejq
8„ 21/4" ny
MAX. 45 3/4"SASH WIDTH DLO - 45 3/4"SASH WIDTH DLO MAX
TYP.
BOX FRAME INTEGRAL FIN
MAX.SIZE=52.125"X 75" MAX.SIZE=52.125"X 75" ` I YNN
`�
oN�..:.....1n(7
� P��•'�ICENSF •'.F.Q
NOTE:
No58705
1.FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. _
2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET11. = r1 /
IO ST IE O� •.• w
sc oerovls D No CHANGES THIS SHEET ELEVATIONS �` •..�toRroP.'���;
10707ECHNOL06Y DRIVE _ tC�
D.G.lb� rwAW B ADDED IO'MAX.DIMENSIANTOBOX FRAMEELEVATION N.VENICE,FL 31275 V/n s'/n Ie Hun Wlndow,La eMissilelm Impact ����i��SjUN{�L�IZA
11 1607/11 C NO CHANGE THIS SHEET P.O.BOX 1628 �,� sy,. s.,.,t u,r„w i.• A.LYNNIMIILLEi3,P.E.
N.VENICE.FL 34274 VLrfbly Better
D.G. OW7A78 ow. sH300 NTS 2 a ii 5181-1 D FL P.E.#58705
3/4"OVERALL GLASS NOMINAL 3/4"OVERALL GLASS NOMINAL
5116"LAMI GLASS NOMINAL 5/16"LAM[GLASS NOMINAL
1/8"ANNEALED 1/8"ANNEALED
GLASS GLASS
AIRSPACE .090"BUTACITE® AIRSPACE ,090"BUTACITE®
PVBINTERLAYER PVB INTERLAYER
1/8"TEMPERED OR BY KURARAY AMERICA,INC. 1/8"TEMPERED OR BY KURARAY AMERICA,INC.
ANNEALED GLASS ANNEALED GLASS
1/8"ANNEALED 1/8"ANNEALED
GLASS GLASS
35 Oft36 35 OR*
1/2"NOM
M"NOM
3g GLASS BITE 39 GLASS BITE
41 41
OUTSIDE OUTSIDE
O O PRODUCTREVISED
es complying with the FWdo
Building Codc
Ac"Plmlce
mlion N"rF
/ •� 12.1
E piUmc {9
4 3 By
OPTIONAL OPTIONAL Miem' Product
FLANGE FLANGE
3/4"LAMI I.G. GLAZING DETAIL 3/4"LAMI I.G. GLAZING DETAIL ONV I-YNN A
WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP ;'Q��� '�}0E"st �FP
BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME = ' ` No.58705
(BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) z
17
8C 0&01/15 D NO CHANGES MSSHM7 GLAZING DETAILS F/oR{DP..'
1010 TECHNOLOGY DRIVE ^ �`'�� �.....•• ��'�
D.G. 1?/18.98 B NO CHANGETHlB SHEET N.VENICE,FL 39275
C
P.O.gox,see Vinyl Single
Hun Window,Large Missile Impact S/�Lv,NAS
JJ 10107/11 c NO CHANGE TM SHEET rwa� asr� s.�c n woes �^" A.LYNIII'NMILLtR,P.E.
tMs a N.VENICE.FL 39279 Visibly Better ;H500 FUII 1 3 - 11 5191-1 D FL P.E.M 58705
D.G. 0"7NB FL COA 929M
7/8'OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL
5116"LAMI GLASS NOMINAL 5116"LAMI GLASS NOMINAL
1/8"ANNEALED 118'ANNEALED
GLASS GLASS
AIRSPACE .090'BUTACITE® AIRSPACE 090"BUTACITE®
PVB INTERLAYER PVB INTERLAYER
1/8'TEMPERED BY KURARAY AMERICA,INC. 1/8"TEMPERED SS BY KURARAY AMERICA,INC.
ANNEALEp GLASSSS ANNEALED GIA
118"ANNEALED 1/8"ANNEALED
GLASS GLASS
31 OR 32 31 OR 32
1/2"NOM 1/2'NOM
3g GLASS BITE 39 GLASS BITE
0 D
40 40
OUTSIDE OUTSIDE
D �
PRODUCT REVISED
u complying with the Flo7ids
Building Code 15-061?.12
ncccp+micc No
P,imlim Untq q
3 ny�
OPTIONAL—1 OPTIONAL M ami ade et trd
FLANGE FLANGE
7/8"LAMI I.G. GLAZING DETAIL 7/8"LAMI I.G.GLAZING DETAIL 0�
�� ,
WITH 5/16" LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP ���N� LYNN jc ENSFM/���� i
BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME `'
` �[� No.56705
(BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN)
ftW . a*
Sc asrovls D HocHAHsesTHIS SHEET GLAZING DETAILS ;q�\ F leoa
1070 TECHNOLOGY DRIVE ^ �( '•. (OR%-
D.G. 1211: 8 NO CHANGE THIS SHEET N.VENICE,Ft.34275 � '�
P.O.80%1529 Vin 1 Sin le Hun Window,Large Missile Impact
.0 tDam1 C NO CHANGE THIS SHEET td. .� 10—ft. — A.LVNNMIUL`=I2,P.E.
V.- ors: o— N.VENICE,FL 30274 Visibly letter SN500 NTS 4 � 11 5191-1 D FL P.E.#58705
D.O. ORY17A1B F
MAX.DAYLIGHT OPENING SASH
1 OPTIONAL
11 31 32 12 FLANGE
1
35 36
_ 1 �
40 41
3. 50
40 41 M
OPTIONAL DAYLIGHT 31
40 41 OUTSIDE FLANGE OPENING
FI ED 32
1.948 AX.DAYLIGHT OPENING FIXED 35
TYP.
MAX.WINDOW WIDTH 36
HORIZONTAL SECTION
(INTEGRAL FIN) ML. 5 9
WINDOW 0
40 41 HEIGHT
6 - 1.8
M
1 DAYLIGHT
OPENING
S H
PRODUCT REVISED
"m'—plying wish Iho Florida
13 Building Code
— -
HOT 40 41 AccepI=.No I
WELD Lx I,;nn Dute
Dy,
11 Miami de Procto!
3
t1l Illi;�
`\ ONV LYNN ly/���i,/
HOT WELD CORNER ASSEMBLY VERTICAL SECTION
3 No.58705
(INTEGRAL FIN) (INTEGRAL FIN)
ITo LA
Sc Od01/15 D NO CHANGES THIS SHEET ^ %��'•.Ir
D.Q 1TH�ws� NOCIWIOETHISSHEET 1o7N.VENICEEF��IVE ` — Vnyl Sin
HunWl�ndow�aRe Missile Im ct UNAJJ 1D1NO CHANGE THIS SHEET P.O.59X 1529 � _N.VENICE,FL 34274 Visibly Better A.LJNNIuII��ER,P.E.
D.G. WsHsoD NTS 5 > 11 �5181-1 D FL P.E.#58705
AX.DAYLIGHT OPENING SASH
2 OPTIONAL
1131 32 12 FLANGE
2
35 36
2 M
- 40 41
3. 50 ------._.—---
40 41 M
OPTIONAL DAYLIGHT 31
40 41 OUTSIDE FLANGE OPENING
FI ED 32
��P DAYLIGHT OPENING FIXED 35
MAX.WINDOW WIDTH 36
HORIZONTAL SECTION
(BOX FRAME) mAx
5 9
WINDOW p
HEIGHT
611
M
40 41 DAYLIGHT
OPENING
S SH
2 PRODUCT RP.VISFD
as complying wish the Florida
Building Ce
4 HOT 40 41 13 eze'P1, odowe15-C612.12
Jq
WELD By
11 Minmi ade Produc
IIuIII
\\` LYNNze
/i
HOT WELD CORNER ASSEMBLY VERTICAL SECTION
(BOX FRAME) (BOX FRAME) ND.55705
.�:. /y Rwftvt mYea' %C).�. T�15 `�
Sc 0601/16 D NoCHANGES THIS SHEET SECTIONS,BOX FRAME
DRIVEF<DRADP. �'
1070 TECHNOLOGY DRE
D.0. f1H&1M S NO CHANGE THIS SHEET N.VENICE,FL 34276 '�`
Vln I Sln le yynR Window,Large Missile ITTact ,Slto'rin�yL�c '�
JJ 1"7/fl C NO CHANGE THIS SHEET P.O.SOX 1529 — o. — tie A.LYNN�rLLtK.P.E.
c�myN.VENICE,FL 31271 ✓vlbh 6etar SHd00 Hel/ 6 d 11 5191-1 D FL P.E.#58705
D.Q. OM71G8 a•
ITEM DWG NO. PART# DESCRIPTION ITEM DWG NO. PART# DESCRIPTION803 .215
1 9521 65163 INTEGRAL FIN FRAME HEAD&JAMS 718"LAM I.G.GLASS'1/B'TEM EFIED OUTBOARD-
2 9871 69871 BOX FRAM_HEA D&JAMB 31 AIRSPACE-i/B"ANNEALED-.090"BUTACITB®PJB
3 9520 85184 INTEGRAL FIN FRAME BILL WERLAYER-7/8"ANNEALED 5/18"LAM)
4 9870 69870 BOX FRAME SFR 7I6"LAM LG.GIASS:1!8"ANNEALEDOUTBOARD-
32 AIRSPACE-1/8"APNEALED-.090"BUTACITWPJB .035 ITEM 40,
5 7940 65102 FRED MEEIINO RAL INTPILAY ER-1/8"ANNEALED(5116-LAW
6 7125.1 65103 MEETING RAL F43FOFKX e4r 33 I.G. BEAD
7 7942 65109 SASHSTOP
B 6873 65117 BALANCECOVERS 34 MATT:White Ridged PVC
9 7092 65106 SASHNTEIIOO( by Quanex Building Products,Inc.
10 81644W WSTP,.187X.270 FIN SEAL V47ARSPA
-IMI I.G.ffAL ..OW*BUTAr T114PEFIED BOARD. DWG NO.8492
11 7092-1 65114 SASH RBNFORCEMEW 35 WERLA E-i/6"ANNEALED (5/'•BUTACITB®PJB 82
12 7093 65108 SASH SDE RAL NTH M Lit GLASSANNEALEDsANNE LE LAM) 272
314'LAM LG.GLASS:1B"ANNEAL®OUTBOARD-
13 7745 65113 SASH LIFT RAL 36 AMPACE-1/B'ANNFALED-.090"BUTACTTBB PVB �•
14 1669 71669SP Mi SUPPORT PLATE INT91LAY ER-IR'ANNEALED 5/16"LAM) �1
15 158119 71694 TLTBALANCE SHOES 37 ITEM 41,
16 1886 7FftYSSFF PIVOT BARS 38
17 76206SLAW CAMSv�LOCK 39 DOW Ilog SDL BEAD
18 76133SLKW CA M SWEEP LOCK KEEPER 40 6492 65112 GLAZING BEAD
19 7MMM WEEPHOLEOOVER 41 8483 66148 SOL GLAZING BEAD MAT'L:White Ridged PVC
20 7675F44TL RHTLTLATCH by Quanex Building Products,Inc.
21 7875LHTL LHTLTLATCH
DWG NO.8483
22 71059SP ALUM SCREW SU PORT RATE
23 7103OW INSTALL HOLE PLUG NOTE:
24 71684K SETnNDBLOCK ALL EXTRUDED VINYL MANUFACTURED
R2825 71884AK SETTING BLOCK-SaF ADHBSADHESIVEE BY QUANEX BUILDING PRODUCTS,INC.
76XJFPTM 6 X 1"FH TECH(410 SS PAINTED)
7612FPf WX 6 X 1/2"FH(410 SS PAM®)
76X2TPA410X 8X2"THVNYLSCREWSS
78XI14FPAS41OX#8X11/4"
SXIFPAX 1#8 X 1"
1.440410
1.235 r Imo—.870--�{.0801 I PRODUCT'RP,VISE.D
.050 as mmplyi g with Ila FWda
d Ouilding Code
1 085 1.(47A,_P_ Nu t
1. 18 8x irolion bate )9-
065 Y—A'
ey
.083 MfWni Pr 1
ITEM 11,
SASH REINFORCEMENT
MAT'L:Alum.(6063-T6) `
ITEM 5, ITEM 6, ITEM 9, LYNN
DWG NO.7092.1 ���oN;;......
FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK v.
MAT'L:White Ridged PVC MAT'L:Alum.(6063-T6) MAT'L:White Ridged PVC = '`: No.56705
by Quanex Building Products,Inc. DWG NO.7126.1 by Quanex Building Products,Inc. _DWG NO.7940 DWG NO.7092 u JVEOF
Q"iiisc 06U7/15 D NO CHANGESTMSBMEET ARTS LIST AND EXTRUSIONS
1070 TECHNOLOGY DRIVE nr /(�S`'•..1OR10T;. CI
D.G. 11/1&969 ADDED DIMEN810NSTDALUM.EXTRU810NS N.VENICE.ft34276
P.o.6GX,a2e Vinyl Single Hun Window,La a Missile Im ct �,S%O,\1A1-
JJ 1887111 c NO CHANGE TM�SHEET rrrr .� +� �.� — A.LYNNiMILLE'R,P.E.
o.w 5 s e 0> N.VENICE,FL 3 274 Vw*Bare. BMW NTS 7 + 11 5181-1 0 FL P.E.#58705
D.G. OM7108 FL COA#29295 —
OPTIONAL
3.250 FLANGE
3.250
3.250
EE:]F=::]
2. 84 �
2. 84
.040 �D .060 2.(00 � .040 onaoo�o
0 0
e
ITEM 2,
ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB ITEM 4,
MAT'L:White Ridged PVC MAIL:While Ridged PVC OPTIONAL
OPTIONAL by Quanex Building Products,Inc. by Quanex Building Products,Inc. FLANGE BOX FRAME SILL
FLANGE DWG NO.9285 DWG N0.9288 MAT'L:White Ridged PVC
by Quanex Building Products,Inc.
DWG NO.9286
OPTIONAL
;:Ml
FLANGE
3.25 1.647
7
.085 1. 80 .085
O 3. 25 ,s—nllyingPRODUCTwVISED
.040
a os complying with the Fluid
Building Code
Actcplancc No I
irolion�u 9
ITEM 12, ITEM 13, By
•� Mihmi �e1'roduN Caltlrol
SASH SIDE RAIL SASH LIFT RAIL
MAT'L:White Ridged PVC MAT'L:White Ridged PVC
by Quanex Building Products,Inc. by Quanex Building Products,Inc.
DWG NO.7093 DWG NO.7745 �7
ITEM 1, INTEGRAL FIN HEAD/JAMB No.5R705 '
MAT'L:White Ridged PVC by Quanex Building Products,Inc. = K
DWG NO.9287 -7 "'��
sc y anovls o cwvvices nnssr� r ` 1,,117 K:'U�`.
°"° 1moTEckNo�ooroavE EXTRUSIONS ',�T'•. �. P
D.Q. 12/1&03 B NO CHANGE 7783 SNEEr N.VE .0 '034776 `''T n4 lOk1D ��
Vin I Sin le Hun WindowVin I Sin le Hun Window,Large Missile Impact Im act SS/ONN.
.1r too�ill C No cruNCE 71113 SHEET P.O.eqx\seg _ ,
D.G. 08�D77r18 art N.VENICE,FL 34274 V4161y Better 311600 Haff 8 • 11 �5181-1 p A.LYNN MILL'(_`�t,P.E.
FL P.E.#58705
ANCHOR QUANTITIES
TABLE 1 W W WIDE{ ANCHORAGE NOTES FOR BOX FRAME:
View 1. ANCHOR TYPES: 1-#10 SCREWS
2-3/16"ULTRACONS
Fixed Se3h 1/1 16 20 24 28 32 36 40 44 48 52 1/8 (CONCRETE OR GROUT-FILLED CMU)
2.ANCHOR LOCATIONS ARE BASED ON THE
36 24 FOLLO ]ING DIMENSIONS.
1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 HEAD W6"MAX. ROM TOP CORNERS
W 25 45 30 JAMBS-9"MAX.FROM TOP CORNERS'
( 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 112 1 2 1 NOT
?O EXCEDE 1/4 OF TOTAL
BOTTOM CORNERS WINDOW HEIGHT)
N 30 54 36 1 1 1 1 1 1 1 2 1 2 1 2 _1 '_2 1 2 1 2 4"MIN.BELOW MTG.RAIL
SILL-ANCHORS NOT REQUIRED
OD 35 621/2 42 1 1 2 1 2 1 2 1 2 1 2 1 2 2 2 2 2 2 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR
W QUANTITIES USING THE DIMENSIONAL CRITERIA OF
40 48 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 NOTE 2.
H 45 54 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 4 OPTIONAL FANCHORAGLANGE.SHOWN FOR BOX FRAME WITH OR WITHOUT
E
50 60 2 2 2 ]K:PL 2 2 2:V 2 3 2 3 3 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11.
G 1/1 WINDOW
H 55 66 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 42 2 , 521/6"
T 60 72 I
3 3
2 2 3ff33
2 3 2 3 3 2 3 3 3 3 jt4
621/2 75 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Example:52.125 x 75 For 1/1 Windows
3 ♦Anchors required in the head
- -
Anchors required below the MTR — — — —
Anchors required above the VTR
Example:52.125 x 62.500 For View Windows VIEW WINDOW PRODUCTREVISED
52 1/8" os complying with iho Flodda
I)hdlding code
A—pl., c No 15-Qfo12.I
3 Need'" 3 I I I Ex raligl�,, _9
3 4 2 2
Sash" Miami od
Fixed" .6H — — — —
FIXED
NOTE FOR VIEW WINDOWS USE V IEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND
ABOVE THE MTR,AND USE THE VIEW SASH WINDOW HEIGHTFOR ANCHOR QUANTrrYBELOW THE MTR 821/2"
MAXM W HEIGHT FOR V EN Wr1DOW IS 62 1/2".
LL4H
SASH is:
n No.511705
NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. a K �1 Uj
/Y
sc 0"1115 D ADOW GROUT-FILLED CMU ANCHOf24GE SPACING T F a
D.G. 1211ays a ADDED MDNMREDWEIN W/00INExAMPLEB 107NTVENICER3rY 6A-div MW Vinyl Sln Ie Hun Wlndow,Large Missile Impact
JJ 1"7111 C NO CEN"THIS SHEET P.O.BO%1628
per. cHab a.� N.VENICE.R 34274 Vulbly Bene, 11Y""01 °" a.r a""r°w ""` A.L rVN'MILL R,P.E.
D.G. D 7/08 FL COA N29296SH50p NTS 9 + 11 5191-1 D FL P.E.#58705
W"MIN.EDGE
#10 SCREW
1/4"MAX.SHIM— 13/8"MIN.EMBEDMENT
1!n EMBEDMENT
2x WOOD BUCK
(SEE NOTE 3)
1/2"MIN.EDGE OPTIONAL
-T FLANGE
MAX.
SHIM
�410 SCREW
0 2.WOOL)BUCK
(SEE NOTE 3)
OPTIONAL FLANGE
JAMB W/BOX FRAME HEAD W1 BOX FRAME
THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
Ix WOOD BUCK
(SEE NOTE 3) _ EDGE DIST.
1-3/8'MIN.EMBEDMENT
1-3/8"MIN.EMBEDMENT— 2.9 KSI MIN.CONCRETE
OR 1.5 KSI MIN.GROUT-
1/4"MAX.SHIM FILLED CMU
---T
Ems" r-.;EDGEDIST.
OPTIONAL IL__j[Mj_j
FLANGE
• SEE NOTE#1 FOR EDGE 1/4"
DISTANCE REQUIREMENTS MAX.O `.' SHIM
FOR CONCRETE OR CMU
93116'ULTRACON
1x WOOD BUCK 3116"ULTRACON
(SEE NOTE 3)
OPTIONAL FLANGE
PRODUCT REVISED
JAMB W/BOX FRAME HEAD W/BOX FRAME as complying with the Florida
Building Codc
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE
1x BUCK OPTIONAL Ix BUCK OPTIONAL
NOTES:
1. FOR CONCRETE(MIN.2.9 KSI)APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/16-ULTRACON,EMBEDED 1318- MIN.,
DISTANCE FROM ANCHOR
TO CONCRETE EDGE IS I"MINIMUM AND TO GROUT-FILLED CMU IS 2.5"
2. FOR WOOD(G=0.55)APPLICATIONS IN MIAMI-DADE COUNTY,USE#110 STEEL SCREW,EMBEDED 1 318.,MIN..
3.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT „ %YNN y[ [/4
,'01 ..........'�
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2”THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOODt CENSE
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8'THICK.THE ALUMINUM STRUCTURAL MEMBER No 513705
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL
BE A 410 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
7r
SPACING FOR ULTRACONS MAY BE USED. -13 U-
so Owl/16 D WCLUDED MIMMUMSUBSTRAIE REQUIREMENTS ANCHORAGE DETAILS-BOX FRAME PLOR0 ,0"
1070MCHNOLOGYMVE . ...... .
AMA- - %-�
D.G. Maw 8 NO CHANGE THIS SHEET N.VENICE,FL 34275
x . W L' Missile
im 't
Ml
Ifss
s
Vinyl!Sin Hun Window,La e ij'e Im ct
11— W.
11 1&07/11 C NO CWJGE THIS SHEET P.C.eqx 1529 UUT— A"L'Y ER,P.E.
fir D.W ChPdodRy 0�. N.VENICE.FL 34274 Visibly Bete- P.E.#58705
% , 10 11 5191-1 D FL
D.I. Owl/16
IsMsoa
2x WOOD BUCK
(SEE NOTE 2) 1.430"MIN.EMBEDMENT
114"MAX.SHIM{r ® 2x WOOD BUCK
.120"DIA.x 1 12`ROOFING NAIL,
5'MAX.FROM (SEE NOTE 2)
CORNER&4 1/8'
1/2"MIN EDGE
1!4"MAX.
O 1.430'MIN.EMBED SHIM
OPTIONAL p —J-, OPTIONAL
FLANGE FLANGE
1/4" — 1/2"MIN EDGE
MAX.
.120"DIA.x 1 112"ROOFING NAIL, SHIM
2 1/4'MAX.FROM ® .120'DIA.x 1 1/2"ROOFING NAIL,
CORNER&4 1/8'O.C.. 5"MAX.FROM 2x WOOD BUCK
CORNER&4 1/8"O.C..® (SEE NOTE 2)
OPTIONAL FLANGE 1/2'MIN EDGE. 1.430"MIN.EMBEDMENT
JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
PRODUCT REVISED
as complying lvilh the Florida
Building dc 2
Ac4cplwlce No I I '19
Cx irelion Dale Q
ny
Miami ade Product Con
® NOTES:
1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120"DIA.x 1 1/2" ROOFING NAIL INTO WOOD(G=0.55)
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR 11 t I I 1
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �v0�x� LYNN )q/z
3. FORIATTA ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063-T5 AND A MINIMUM OF 1/8"THICK.THE ''�IGENSF •�Fp
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN INr
THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. 'I No.58705
IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
o.r: nnslx.. o.ew„ lC•.�� ? 17 ; �V•%
Sc osrovle D CHANGED70.1so'X+-+rrROGFrHGNAa ANCHORAGE DETAILS-Integral Fin Frame �,
pwa 1070 TECHNOLOGY DRIVE tr .��ll,>>,..OR1U�`,.C\G�.,.:.
O.G. 11H&41B B NO CHANGE THIS SHEET N.VENICE,FL 30275ACm- i
Vinyl S!n le Hun Window,Large Missile Impact `S/ONAI
JJ 11W7111 C NO CWINGE THIS SHEET P.O.BOX 1528 ,,,,. r,.,c I•• A.LYI�I�'MIL'L�t2,P.E.
�. ar, , 0 N.VENICE,FL 34274 Visibly Better SH500 NTS 11 + 11 5191-1 D FL P.E.#58705
D.G. OW7108 L COA M296