WS-18-57 Pertnit A10. W.-S-1-18-57
Miami Shores Village Permit Type:Windows/Shutters
10050 N.E.2nd Avenue NE
itork-Cli6.ssirtcation:WindoW/DoorRoplacom
Miami Shores,FL 33138-0000 permit Status:APPROVED
Phone: (305)795-2204
�oR>vA Ex
Issue Date: 119/2018 Expiration:p
Project Address Parcel Number Applicant
672 NE 98 Street 1132060171780
Miami Shores, FL 33138- Block: Lot: CAROL INVEST USA INC
Owner Information Address Phone Cell
r -
CAROL INVEST USA INC 990 BISCAYNE Boulevard
MIAMI FL 33132-
990 BISCAYNE Boulevard
MIAMI FL 33132-
Contractor(s) Phone Cell Phone
Valuation: $ 7,000.00
JOSEPH S. ROBBIO INC (954)663-6743
_........ ..�................... Total Sq Feet: 0
Type of Work: INSTALL IMPACT CASEMENT WINDOWS Available Inspections:
No of Openings:12 Inspection Type:
Additional Info: INSTALL IMPACT CASEMENT WINDOWS Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $4.20
Invoice# WS-1-18-66076
DBPR Fee $3.30 01/09/2018 Credit Card $50.00 $ 195.70
DCA Fee $2.20
Education Surcharge $1.40 01/09/2018 Credit Card $ 195.70 $0.00
Permit Fee $220.00
Scanning Fee $9.00
Technology Fee $5.60
Total: $245.70
t
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. uthermore,I authorize the above-named contractor to do the work stated.
` January 09, 2018
Au ¢ed Signature:Owner / Applicant / Contractor / Agent Date
B ding Department Copy
January 09, 2018 1
Miami Shores Village
Building Department
r
10050 N.E.2nd Avenue,Miami Shores, Florida 33138 JAN 0 9 208
Tel: (305)795-2204 Fax:(305)756-8972
JINSPECTION LINE PHONE NUMBER:(305)762-4949
..
FOC 201-
BUILDING Master Permit No. RC-2-17-387
PERMIT APPLICATION Sub Permit No.V35 16FX�
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF (❑ CANCELLATION ® SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 672 NE 98 St.
City: Miami Shores County: Miami Dade Zip:_
FoliolParcel#: 11-3206-017-1780 is the Building Historically Designated:Yes NO x
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): Carol Invest USA, Inc Phone#:
Address: 990 Biscayne Blvd. Suite 801
city: Miami State: Florida zip: 33132
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Joseph S Robbio Inc Phone# (954) 663-6743
I Address: 9400 S. Meadows Circle
city: Miramar state: Florida Zip: 33025
Qualifier Name: Joseph S Robbio Phone#:(954) 663-6743
State Certification or Registration#: CBC 059462 Certificate of Competency#:
DESIGNER:Architect/Engineer: Victor Bruce Phone#:(305) 310-5030
Address: 370 NE 101 St. city:Miami Shores State:Fl. zip: 33138
Value of Work for this Permit:$ 7,000 Square/Linear Footage of Work:
l
Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition
Description of Work: Install Impact casement windows /d?
Specify color of color thru tile:
Submittal Fee$ hermit Fee$ CCF$— CO/CC$
Scanning Fee S Radon Fee$ DBPR$ Notary$ .
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
F
(aev scd02/24/2014)
I
Bonding Company's Dame!if applicable)
3onding Con•ipanv's Address _
City State Zip
CVior sane Lendei s Name(ti applicable)
f,Io:tgage Lender's Address
City Stat? tic
Application is hereby made to obtain a permit to do the work and instaiiations as ifldicated. I certify that no wort:or installation has
commenced prior to the issuance of a permit and that ali work %MH be performed to meet the standards of all laws regulating
construction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SiGNS, POOLS,
�liRi iACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS. ETC.....
O 1 NIEE4'S Al FFlDAE1iT: I certify that all the foregoing inTormation is accurate and that all work vviil be done in compliance with all
applicable laws regulating construction and zoning.
:lNARtNihiG TO Oi.A`NER: OUR F'HLURC TO l�:CCORD A NOTICE OF CONAM.ENCEMENT MAY
RESULT I"OUR PA'.Y}NG TWICE FOR MRROVEWEN TS O YOUR PROPERTY. if: YOU MITEND
TO OBTAHN FINANCING, Cfl�i5UE? VVI r Irt YOUR LEEN ER OR AN ATTORNEY BEFORE RECORDING
Notice to Appiicant: As a condition to the issuance of a building perrnh ,;rith an estimated value exceeding:2500, the applicant must
promise in good faith that a copy of the notice qi comm iencerrient grid construction lien law brochure YJill be delivered to the person
,whose property is su6,'ect tc attachment. also,a certified copy of the recorded notice o,"commencement must be pasted at the jab site
or the ;first inspection :vhich occurs sever; (7) days after the-buildin.a permit is issued. In,Me absence of such posted notice, the
inspecticn Sviif riot oe appro 'ed o,d a reinspection;ee will be CharaE^•
Marco,kr i ( of Invest USA) Joseph S. Robbib
Signature Signature
OWNER r AGENT C NTRACTOR
The foregoing instrument vias acknowledged before me this i ne foregoing instrummenacknowledged before me this
• L' dural= Lr; 20 1`1 by
1ti. daY of : )r" i 411 i 7.' Y LG 1� b\r
Marco Bruzzi �viho is erSJ'r allyl:c�v;'1*o Joseph S. Robbio ( ,,rr,o is persor�known to
me or who has produced as 1r,e ar:.rho r_s produced as
identification and who did take an oath. ide tification and w o did lake an oath.
NOTARY PUBLIC: NOTARY PUBL!'C:
5I n: sip-n: - ' f'.'�- •-� .•'�f�'.+'L�
Print: Lvoci I grin_: bucAct
a' r" . • LUCIA G ISASI :. =�` LUCIA G ISASI
Seal: Sea:. :_: � ":-_
MY COMMISSION#FF182628 MY COMMISSION#FF182628
z a,` . '
EXPIRES December 10,2018 EXPIRES December 10,2015
39+3.0153 Floridallot ryservice.com _ (407)398-0153 Floridallo)ary$elgiCe Corr1.,•; ;;-;-;,�;.,,�,-
.P~ROVED BY A/P ;dans ExZminer Zoning
structural Review. �Ierk
(aevised02/24/20114)
MiAMEY
PR UC"� L,S ,.ION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) f S `21�,R 208
BOARD AND CODE ADMINISTRATION DiViSION T(7ffl- F 6 1 -2599
NOTICE OF ACCEPTANCE OA is alb e ,m
PGT Industries,Inc.
, r
1070 Technology Drive '
h
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 jurisdiotior� RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dadg CMty Prode�e4 Control••••
Section that this product or material fails to meet the requirements of the applicableVuilding cc;IA•;• ••
This product is approved as described herein, and has been designed to comply�Vi1V fhe Florida Buildidg•
069
' .9069.
Code,including the High Velocity Hurricane Zone.
9999 9999 �
DESCRIl'TION: Series"PGT"Clipped Extruded Aluminum Tube Mullion_LM.11 '6 6 0 :00090 6 9 0 9
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant A'1MICan TWe Mullions""9 6•
sheets 1 through; 25 of 25, prepared by manufacturer, dated 08/2�g11l o with' OT ev `ision •0 0•
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Mtimr-I de County Produoj..%
Control Revision stamp with the Notice of Acceptance number and expiration,date.by thg"E=i-Dade •
County Product Control Section. •• {••
LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or log8'ctty, 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.
TERNUNATION 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. i
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 Ifo the-user;by;the manufacturer or its
wi
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;
''NOA No 17-0630.01
M AMi� RE CQUNTY :�. a ,l Expiration Date:'.May 26,2021
"/./,7 '` 'APP roval Date:,November.09,2017
Page 1
t '
brute&brute, Inc.
. .. .. . . . .. ..
. . . . . . . . . .
0 Awovad as Corrected • • • ••• • • •
®ttspetod
[j Reo w and Resubnat ••• • • • • ••• • • y
® 5td mit spm ttcm
TNS roview is only for general conformance • • • • • •
With the design concept of the project and • • •• • • • • •• • •
will the information given ' • • • • • • • • • •
fl@nerat�pmp4anCE • • • • • • • • • •
in the Contrad powments• Conectats or • • • ••• • • • • •
comments made on me shop drawings during ! • ••• • ••• • -
tKS review do not relieve contractor from
compliance whit the requirements of the plans asp
and specifications• APPS of a specAc item •• ••• •• • • • ••
shah not include approval of an assembly of 1 • • • • • • • • •
t contractor is • •• • • • • ••• _ •
which the M@1n is a Com ions . • • •• • • • • •
responsible for dimensions to be confirmed • • • • • • • • •
gdarrmatfen that j •• 000. • • • • • ••
and conflated St the jobsHo; 1 -
psrtai- solely to me fabricstion Processes or yy
to"means.methods,tedlniGues.sequenceS i
and procedures Of
of"Work of s1 rades;and for Dmf c
ad work h a zeta and.sa ist�ory
D•ie
r -
r „
w
J �
c -
r .
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
"
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
I. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 ....
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94...• ......
along with marked-up drawings and installation diagram•d elippee.•ak minum .
mullions, prepared by Fenestration Testing Lab, Inc., Test*TCeVd'rt Nd. FTI.-6449••••
(samples A-1 thru E-1), dated 02/28/11, and addendum letter tick 05/O5/fl, signad...�
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 m6th•FIBC ttt •
Edition (2014) and with FBC 61h Edition (2017), prepared bye n;anufaaturer, dat4d'••:
08/29/17, signed and sealed by Anthony Lynn Miller, P.E. •
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
h
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
i
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-61h 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.
f
4 G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
'4PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
sees
sees sosoos
e . e
sees..
.Soso. 0 .0.009
000999 e .ees..
o
s
sees sees . .
k sees ,sees sees.
9.090. 00 . sees.
.. .. .. . sees..
sees..
sees..
sees..
. . 009..9
+
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
GEiFRALNOTES: �
SUITABLE FOR ALL LOCATIONS REQUIRING
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION EACH SITUATION ANYANCHORSREQAND UIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS L-ygLUATEDnBY AN EXPERIENCED ON PRODUCT INSTALLATION,
FOR THE BEST INSTALLATION TIONS ARE HM HOD.OPTIONAL 11X OR 7IXJf WOOD BHUCICS IF USED, NSTR�NS— --y_^
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ELEVATONS_,_,,,_.,._................1 x
MULL TO 2X WOOD...__..__..._-2 ny
MULL TO I X&MASONRY._..._......2
FIGURE 1: 2)THE TWE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLION INSTALLATION NOTES __2
MULTIPLE OPENING WIDTH FOR VERTICAL MULL
ARCHES SCRIS TO BE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS BUT SHALL
II---- �� INSCFi®EDINSIOE MULLTOIASONRY_...............3 N
MULLIONS -'� SEe DETAU I RECTANGULAR NOT HAVE A OAP OF MORE THAN 1/4"FROM THE CUP. MULL TO STEEL STUD..___.•__.._.3
/ MD,GN: SHAPE q
SHEETS 2•4 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOA.DS CORRESPONDING TO THE REOUIRED MULL
TO
CUPS.^-..-----4 �j
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U780.THE 1/3 STRESS INCREASE WAS NOT USED SAY MULL INSTALLATION............_4 Z
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS- 1 X 2 X.1 25 MULL SPECS._-----e _j U)
%i X 2 X.374 MULL SPECS__..____8
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t x2.76%.07.3 MULL SPEGS_......_7 K 0 N
1 X2.18%.6.3 MULLSPECS_.S.._..B h
\\
INSTRUCTIONS. 1X3.725 X.600 MULL 9PECS....__9 Z •-'�8
1 X 4 X.126 MULL SPECS,------10 O W Q o to
7d I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLV TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND t X 4 X.376 TUBE MULL SPECS.,..11 3 m 77 W
ATHRU G; 1ATww G; ONLY TWO ADJACENT UNITS ATATIME WHEN USING THE DESIGN PRESSURE AND ANCHOFDE TABLES.THE LOWEST DESIGN 1%4X.376^r MULL SPECS._-.77 f- Q C7
t F- m
DoE 9{ y j i j �_ I SEEOEr ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND 91�ET 24-FOR MULTIPLEUNRS,CONSIDER 126X7.„hex 2B8 MULL SPECS._12 Z
SHEETS 2� 125%328%.100 MULL SPECB._.13. 2 LU Q
/ I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1.26X 325 X.024 ANLL SPECS---14 Z LU
Vim, I 1 I I OPE 04 HEXWT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). Z X6,X 25 M6UL SPECS-.-.-.-
PS ED.-:;8 w m Z G1
MULL FOR 2 X 6 X.25 MULL SPECS......_�_77 ? Q Z
LENGTH M�AL 7)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSNG OR STUCCO.WOOD BUCKS BY OTHERS,MUST 126 X 2.71 x.12S MULL SPECS_•16 a En .- r•
EEE DErwL& BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE 9TRUCTl1RE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 36•X 325 BAY MULL SPECS••._-••to o F• LU � �•
SHEET 3 APPROPRIATE FOR Sl18STRA7E MATERIAL DLSSMRAR MATERIALS SHALL BE PROTECTED AS REQUIRED 70 PREVENT 48•%325 SAY MULL SPECS.....-_20 z Q
MUWON&CLIPDI&ENSIOM�__..21-23AS F
REACTIONS. EXAMPLES t&2......................_.24 nzO O
I co
FEIN6TRATON 8)REFERENCE TEST REPORTS:FTL-8443:ELCO ULTRACONIAGGRE-0GATOR NOA'S
LOADING EXAMPLES._..-....._.._..25
PRODUCTS MAY W (n U7
-BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 3
MUST BE • CADE AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH UjUUU
IAANUFACIURED CODE, 'ROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
_
By PGT. Ll w gcon
`_,I -� 101 MUWONS ARE IN COMPLIANCE FOR USE IN THE FiJF1Z
\
/8.DETASS 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
A_D G PRODUCT REVISED
L MULL HORIZONTAL SHEETS zt W'�DTHlHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA ••eomplyiny with the Rodd•
BoA_Np Coda 17-0630.01
LENGTH HORIZONTAL NOA-No.
MULL INSTRUCTIONS:
LENGTH lxpintlon Oat 05/26/2021
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBStW)FOR THE OPENING USING THE ASCE-7 STANDARD. By
�
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: mvm • ro uet ot°nSn7'-
OPENING WIDTH-1
1+ 14ORM MULL LENGTH--i 2)CHOOSE A MULLION TYPE THAT WILL FR THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
_-i�1— I^ I � j, 3)REFER TO SHEET 2b TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR'TWANGUTARRRAPEZOIDAL'.
OT VEL
r I T4)FIND THE HE MULLION TYPSE,LEN AND OPEN NO WIDTH OR'S MULLION CAPACITY�HTF(DEPENDING IF THE MULLION L4 SPAN WO VERTICALLY OR HORIZONTALLY).ROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPEr f Y,UTHEG
OP L� F
MULL Y FOR vERr. MULLION CAPACITYMMM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LgSIFT')FOR THE OPENING OBTAINED IN
HEIGHT ` LENGTH 1 MULL Rm / I HC 1 I P / -H °TEP 1).
/ L
— I I 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(IL M THIS VALUE
( �j REPRESENTS THE WINOLOADTRANSFERRED TOTHE SUBSTRATE BYTHE ANCHORS AND Mus-tBEMET ToATTAIN h1EFULLMULLIONCMACNY.
•• ••• • • • • • • ONY LYA(
oaewHc WIDTH 8)FROM THE COR CAP TTY LBS T LBlONVHBSMIE 9HE�AND IND YOUR ACTUAL SUBSTRATE COFIDTTDN(MULTIPLE ��`
SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL (Las)
1�'• uCF�lsf•••�tt`��
�FI7ORPEMWi worn ANCH LORIS S METATEIANCH I;:UP P •RI�IAAQ AP•t L\'j sa�a av::OR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCOR
•• ••• •• No.58706
MULTIPLE MULLIONS 7)IF THE MUWON CAPACITY(LBSFM OBTAINED IN THgTABLE ISAIGALA THAN THE DESIGN PRESSURE REQUIREMENT ILBS/FT''1 FOR THE
SPS CORRESPONDING DETAILS .Q
`,•
FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHgR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS ;ft �' `
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE p LYIL_. �:
• } :O'•. ATE
•2 ES;FSTAN A RDS USE CODE(FEC),6TH EDITION '- '-' 8)VERIFY THE DESIGN pRESSUF�TyRtATINO(IBS/F� E FEFIE�ITRATIOY PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :���5.,•tIOR10P,.•'G\�� — —
•2014 FLORIDA BUILOPIG CODE(FEC),5TH EDITION CAPACITY ILBSIFTiI OBTt41NiD FOQ THE MU I S .THE LOWER OATHBTWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION • '• • • • • • • • • ��'�/s���NAL
•ALUMINUM DESIGN MANUAL.ADAI-2016. PRODUCT ASSEMBLY• A.Llfl(Ifd MLLAIBk,�.E.
•AISI 510412 9)HIGHLIGHT OPTION USED AND?ABLE VALUBB USEDAN A SPECIFIg XPPCIClAON WHEN USING THIS NOA TO APPLY FOR A PERMIT. FL P.E.i<58705
•AISC 36410
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
DETAIL B: MUUJON
DETAIL A: , MULLION ATTACHED TO 1X BUGImRP Tw.prlcHOR
�x
MULLION TO 2X WOOD BUCK WOOD BUCK AND MASONRY ATTACHMENT AIM sEEEE SEE TAB1ES 18.138 2 B'
OR WOOD FRAMING (STANDARD CLIP SHOWN) SYOTHRAS.
WE NOTE I.
N
(OFFSET CLIP SHOWN)
SONES 1. U
k I ;
MULLION i I Y...;.}. ..,•, •':.: Z N W
I
6 I i j SEE SHEETS -a b I MN 2.7 GSI •':. • ' EDGE =
1 CONCRETE OR CG1U'�' DISTANCE. J !/1
21.2]FOR HCIE d I I SFP SEE 7Aatca a'
EITHFJI7HE I i 1 LOCATIONS a n EOGECISTANCE 1B.13B E
1 1 e FOR MASONRY IT
W Q C
57ANDARD EDGE o
wPMAr1 ee ° I m to co
Lij
FORwWCW m ° r ; I AvcMIORe SIDE VIO
IH9TAl1FD 0Y I °° I
THIS AETIIO•, d SCRE'A'9 26V MAX FOR d d. Z
ALL MULLIONS . e 0=RTHE QSTANDARD _
OFFSET MU7 'CUP MAY BETALLEDBY Z
A EXTERIOR d DISTANCE 4°' FCR M aZ HORSI/J:CHOR9WINDOWS.FIN-FRSU EXTERIOR ALSO BE USED FORTHERBE USED FOR OTHER FRAME TYFEC. TYP.ANCHORTYP.ANCHOR PER SUBSTRATE,TYP pERSUBSTRATE, SEE TABLES IB-136 REVISED
PER A C H RATE. SEE TABLES IIMOS as conlPlYin�with th•Florida
SEE TABLES 1&168 E omm B AND UCKSTRIP Building cwoa0
DISTANCE ATTACHMENT NOA-No. 17.0630.01
SEETABLES
_ OTHERB.
BrExpiration Paw 05/2612021
1 BUCI(CTRIF EMBEDMENT' `^ SENNET I.1•
FAIBEO A'fTACMVENf •.•AND '• '.•!' .. By
M'. 7 eY 071ERs, :—A!
.•.. ...,..'C'.:,.� Nllam a ue ontro
SEE NOTE 1.
"i SHEET 1. .. MN 2T KSI CONCRETE OR CMU
FRONT VIEW
SIDE VIEW
FRONT VIEW
I
INSTALLATION NOTES:
L\tnrlrlT H
1)ANCHOR EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • • • •• �``�qN••••'••N,M ��'� 1{
• • • • • • • • • ` •� ''\,\CENSE �((�' ��
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • • •• • • • • • •c1:
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE • •• • • • • ••• • i
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE • • • • • • • • • _*: NO.56705 �•_ 1
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR OFFSET CLC'MAY BE USED. •• ••• •• • • • ••
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD• T;'(!/
i
• ATE !(�:
4)W000 BUCKS ARE OPiIONAI,SEE DtTAIL C,SHEET 3. _ • _••• _ • • ••• • _._. _ F�SOmOP.•�G\��_
• • • • • • • • • • Ali,
5)FOR MASONRYAPPLICATIONSINMIAMWADECOUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED ••• �ONAI.• ••• • STI1 \LL
ELCO ULTRACON OR ELCO 1!4'S.S.AGGREGATOR MASONRYANCHORS. • • •• • • • • •• • • A.LYN�UIILILER.P.E.
FL P.E.#68705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DETAIL E:
MULLION TO MULLION
'1WM11N' INTERSECTION NOTES:
DETAIL C: (U-CLIP)
MULLION DIRECTLY ATTACHED TO p pN - 1)MAY BE INSTALLED M-rEE•OR'CROSS'
MASONRY STRUCTURE INTERSECTIONS.
(STANDARD CLIP SHOWN) VAI JES2)MAY BE INSTALLED cn HOR¢ONTALLY d
" (SHOWN)OR VERTICALLY. N
1B U
I Tw.ANCHOR SEE U•CLIP DRAWIN09,SHEETS 21-23 F
EITHER THE I I PER SUBSTRATE, FOR CORRESPONDING MULLION. Z W
STANDARD I SEETABLES1S.13B TOP VIEWILI
OFFSET MULL j I EDGE DISTANCE —MULLION u1 In
INSTALLED BY I !a!1 N
CUP MAY BE I II I I
a ANCHORS VMIES-t---i p/2STEEISCREWS. � a+'
THIS METHOD I �� TZ
I I \ SELF-DRILUNO OR PRE-0RSL -3
II^I e MULLION AND USE SMS m m O fq
Lu
'40 MULLION
L-+r 4 a
� I
EXTERIOR d + THE OFFSET CLIP IS 6
EDGE DISTANCE a \\\��A RECOMMENDED LINTEFBEGnON a j. eO
FOR MASONRY \ mHDOWS.BUT MAY UCLP F J ~ _ Z
ANCHORS \ `
ALSO EXTERIOR Q Z t
8 OTHER,
TYPES. i
Z Z
TYP.ANCHOR F In ,
PEItsL189TMTE, a D P. 3113
SEE TABLES 19.178 SEE 9HELE LOCATIONS
Oa (A F' Q
/ PER SUBSTRATE,
R HOLE IO EDGE 9 r•. W
PER SUBSfiATE. �fi R
SUCKSTRP SEE TABLES 18-138 i
FRONT VIEW Y Y
DISTANCE O � F � j
AND BEE TABLES ~ 7.
ATTACHMENT 18.198 U ? Z
BY OTHERS. y
SEE NOTE 1,
EMBEOMFU+T '•. SHEET 1. '( EDGE a lyLe
( _DISTANCE SIDE VIEW o _ o
• • SEE TABLES
MIN 2.7 K81 CONCRETE OR CMU AIN 2.7 KSI CONCRETE OR CMU 16.138
DETAIL D: PRODUCT REVISED
FRONT VIEW SIDE VIEW MULLION ATTACHED TO °f CO"LP I" '"tom t"Florida
STEEL STUD NOA-No��O 17-0630.01
(STANDARD CLIP SHOWN) Expiration Pat•aS12612021
r STRUCTURE
INSTALLATION NOTES: 9y i o F
trP.ANCHOR ® Mlam rue ont
• �PERSUBSTRATE.
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. SEE TABLES IS-136
ti SEEISHEETS (�
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 21.23 FOR
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE HOLE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LO^-AnONS
FOLLOWING SHEETS.FOR DETAILS A•0,EITHER THE STANDARD OROFFSET CLIA MAYBE USED. AWtLIaI
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEOIEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. • ••• • • EDGE \\\
• • •c ` M /
• • • • • • L--4—DISTANCE
�``�pNY LY . /I
6)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMEDADE COUNTY APPROVED a • •• • FOR SVEEL STUDS THINNER THAN 16-138 �.•' \GEN �
ELCO UITRACON OR ELCO 1!4'3.S.AGGREGATOR MASONRY ANCHORS, FRON'�VIEW• .02p.
• °1•GAANb."o WANT MTH THE F.BUILOM �• sF :��
• • • CODE,A2XVOODBACKERMUS-USED. No.58705
•• ••• • • AjTAIY1L$IT BY OTHEIt3. =* *_=
EXTERIOR usewbobANCHORSPECS SIDE VIEW. _
NOTES: -,-0"
00 ACKED STF$STUDS,WOOD man'"'ATIE
'' • •_ • '• • • • ANCHO(iVAL11ESMAYBE USED. //SSS„••'• •• � �
r ••• • • •°• 2tSEE(IORRL%PONDING MULLION TABLES,
/(!C I R�.E.
• • • • SHEETr20,}�RQUANTITV OF SCREWS. FL . . 587D5
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • 0 ••• • •
DETAIL F: DETAIL G: DETAIL H: d
FIELD MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION e 4
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ^—aL
oY
SEE DETAILS AO. 30'��' LL
SHEETS I AND 7 FOR INSTALLATION BAY MULL
TO
Spe-CSHEETS
CD 3 FOR
N
MUWON II W V W
0 0 Z W
O
O J N
O O
E:a,::o -1
TOP VIEW 2 K
O O I W V ocq m
SIDE VIEW TOP VIEW I i F Z W
sHOMWITH VX 4'X.126'-
MULLION
X.126' I I I Q
MIALION t 1 1 I TYP.ANCHOR
PER SUBSTRATE,
EXTERIOR I ; SEE TABU!$16B OR tog
I mi TYP.ANCHOR I EXTERIOR mIS
STANCARD MULLION CLIP I
—PER SUBSTRATE. I 1 Q Z r �
MOOIRED TO FR FELO I SEE TABLES 1B•t<B G7 1 I I
41 'I I 2'XS'ANGLECLIP. ~ Z Q I
CONOm01i8. I t 2 PER MULLION END,MUST BE O N
INSTALLED INSIDE OF NAY MULL. N y co `
MULUON 1 1 II j p 1 \ W Q J$S
In O) N
2'X5*X.125'
Q IANGLE CUP. 0
SER MULLION @1D, b
Z N co
I I MUST BE INSTALLED O
I INSIDE OF UUU- —_I ��
PRODUCT REVISED
b as compsyt with the Florida
TYP.ANCHOR Building Code
PER SUBSTRATE. NOA-No. 1743630.01
SEETABLES IS-136 A INITO WOOD,
STEL,ALUM Exptratbn Bata 5/26/2021
EXTERIOR OR MASONRY EXTERIOR C
INTO WOW,STEEL STANDARD CLIP TO BE �y' By
ALUM,CMU OR MASONRY MODIFIRDWIELD. \ I� Mlnm-D UeControl .
EXTBUCR E11GE CLOY Y `�� 2
® ® INTO WOOD,STEEL
ALUM.CMU ORMASONRY 1 EDGE ON I
® ® DOER ?
ANCHOR w 111
—�———{t1a • • • • •r ` �(�P1Y LYNN ��',,, I
EDGE • • • �OT[S FOR ST CATION OPTION G&H:
DIBTANCE ti • •• • • • _= �, IICEN`4 l
PERANCHOR G • • Z
. • • • �)U'�E 2�RV CLIP:PER MULLION BID.CLIPS MUST BE INSERTED INSIDE OF MULLION. .�
NOTES FOR INSTALLATION OPTIONS Fz =*; ND•58705 i
•• ••• •• 2)DETAR QUE• E.-ES 16.148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2(3"X 2.11'X.126'MULLION. LOCATIONS. n -'0 �Al �2)SfcE TABUS1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETA0.H:SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �0�. ��
••• • • ••
• �.LITIONS.••• a
• • • x �i l�s''.FtORt......G�C�.`
3)THE 2X5 CUP t5 NOT SVRPBLE FORTI-ItS APPLICATION. • • • • • • • • • •
'�SzONAL ENS•`•
• • • • • • • • • • D A.L4f fMf ALL .P.E.
• • •• • • • • a• • • FL P.E.N 55706
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
o L°
TABLE 1A
leulyon C Tebls C d
OpanIngWldCt(6lrver8ca7y6pawrlgmkAom)orOpe•IngHaight&tboclmtDNa Orme) yyy S W
74F Ooh 901n 10oln 1ZOh IN in 160h $y� 9
50F 90N pp1�C �
773emn916u ThpTlNrn9. 7ergafWdr Tf3vANm9 1Aolmp33r T.07"w4 11nNp8u Thomt-0 Re0f3r9flef Tr4�ufp Rssrfp3r TnpfiMefq. 9. R In Lwft Lrfffdnp. bx Oji
11r 201.125 ,Loa•p Lpd q twdrp lnfrdff9 1w*o Lwdm L64de9 Lwdnp Lecd q Loam 9 Loadn9 LaWn9 4+
Mullion" g � g IF
$ a s �� g g � � � � � o CO cm .� W
ai is i � a
1�0 j
42 In 111,9 40e 1Z9b 333 922 406 113.3 723 70.9 40e 171.6 321 69.0 406 tOf.{ 319 92.1 400 104.0 719 30.8 408 1440 718 N,8 109 104.0 319 39.9 109 101.0 310 310 406 104.0 a19 = N
Nln 74.9 713 03.6 26l 62{ 312 73.1 24 816 312 67.0 Z1t 46l S12 612 2N 41.6 312 61.3 244 3T.6 312 61.0 2M 31.2 312 91.D 2M 76.9 S12 61.0 2N tl{ 712 81.0 244 Q"
9
SO.C6F 67. LIJ
9 261 70.6 2N Sa1 Zri e1b 7d 116 261 617 124 39.9 b1 621 232 75.6 261 60.1. 210 31.9 201 49.3 219 29.6 261 N.3 219 Z26 261 19.3 218 20.0 337 {0.3 219 a ca C N
O/N NA 247 37b 207 47.9 247 NA 203 37.6 247 Y.9 i99 73.9 247 41.6 1W 292 347 793. 196 26.3 317 364 193 273. 247 361 193 1dl 247 38.7 193 16A 247 38.1 193 Z
60F 78.4 270 ti9 '70 320 100
_'iiA 166 27A 200 31.6 767 73..0 200 219 780 21.3 700 27.1- 169 19.2 200 218 767 10.0 200 23.0 166
83M 311 181 73.7 163 27.5 181 30.3 132 227 167 38.9 7!0 27.7 tet 24.3 tN td{ 161 23.6 144 1de 161 71.7 N7 tZAA Z U$ }8• v
66 h 763. 185 303. 142 24.0 ib tat 130 20.6 "S 23.1 136 160 163 27.0 134 W W 1 O
72F 222 139 23.3 126 11.5 130 id9 111. UA 139 173. lie Q J �` Z
r
78N 169 113 19,7 100 16.7 126 me 107 J a N
N 173. 176 162 101
Z Z D
19
07 y
TABLE 18 ANCHOR CAPACffYADJUSTMENT FORMULA: IL A�
Anchor Table 9 ANCHOR CAP.,,m,,,.,, ANCHOR CAP.- r
27k Cafnnee 1st Coro. Ilo*.CMU Filled CWU PT VA1o6 Ebur (DP,,,)X(MULLION CAP.,,,,,,,,, , w W Y
eutetfate: X
Y1e'El:o tl4'88 Emo SI1Y Eko t/t•96 Emo ri0 bled 612 Bled 612 6fm1 D N j
AroArTypfr 3116'Emo wtt3cm ut•Emo Ut6ecm wT 11�'Eko lRbmm IWEC6 Uro'6om A91�� It3f A 90"(63)S-01, Srmr 105) USE THIS FORMULA TO OSTAIN THE"ANCHOR
Anchor C80 P9tl6rn6 016" o.s/" 0.3u• CAPACITY REQUIRED"CORRESPONDING TO AN k V X Q
EdP OYeelce(hk 1• 2.1T r 1.12' 3•tA' r 1�1rY r 1-1/r r s.vfr r ACTUAL PRESSURE REQUIREMENT FOR THE 3 Q O O
EfnOo•naDl 1-3IC 1 i-ml W{' 1.314• r 1•U4• 1•tl4" 1.1H' 7.1/4" 7.114• 1-114• r 158' 7S9' 161f13WHEN IT
2AneMt {. o.clswe.6arownavlF4.U: aa0b aoob 4Ab e00b 7a b Zrob 260ro. 331b 7400. aT4b 06lb b /b Nxb 5-T,,b OPENING(FROMTLSLOWE)OFT THEMULLION $ CL (n Zm0
4 AMZh ®1.78'MN..0-C- Mgaf0(orOhaO CIO p'Ip.77 4BOb 700b WA WA WA NU 900b WA NIA WA NA WA 6022. 855ft b CAPACITY(FROM THETABLE)OF THANCHOR
E SELECTED
4Aro I.ITMi Mo.cal iR O.C./R)2aSAn9M rips llFlo.3kI 780b 700b 6eDb 1580b IMM 510b 660b WA 7�0 ms 740103 1I80b 1.2b .2b BBSb _7123b CCAAPACIT•WHICH MANY BE USED TO QUALIFY
2Arotou®o.45^I9n.D.c.l77t3p,Irro.t2Y AWn1.IFb.1l WA w3. WA WA WA wA NIA w3. w3. w3. WA WA w3. w3. Tis lb. ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
1 AncnM I F4;30(Flo.331 105 b 193 b 223 b {46 b 6?x b 135 b iN b mm3 370 b tl7 fbr 73xite 173 b 170 b 22t ue 2BD b i9` ylrp with t11a Florida
2Afw3ef. f.1Y MN O.CJF (Fl0.6):i 340b 330!03 WA WA WA WA 790b WA WA NrA WA WA 311b 412 m4 68011x ANCHOR CAPACITY TABLE Build. Code
NOA-No. 17-0830.01
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP.
Papiratron Date 05/2812021
By
mlam 9Product control
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•Off I~
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000"
FIGURES SHOW SUGGESTED,ApPRSAjIAAT'9WM L•CAVONS• • • •• ` � V LY/m,
• • • • • • • • .125' `� 0........... e
ANGLE CLIP MUST BE USED OV PAIRS. q)SUBSTRATES:CONCRETE SHALL�Qt1F0 A�yI�qoSPICIACA'MONR HW.L,OW AND GROUT-FILLED LIC @ • �� i
CONCRETE BLOCK UNIT(CMU)SHALL CpNFO 0g S r�C•��i,:01'NIbOS SHK I BEIPRESSURE-TREATED r P
FIGURE 4: FIGURES: FIGURE @ YELLOW SOUTHERN PINE WITH AN/OOF O UMItYJ SF7liLL�E�83>r6 AND SE A MINIMUM OF.125' I ND.58705
THICK.STEEL STUDS TO BE A MINIMUM GPAOE 33 AND.045"TFHMIffCK(1 GAEGE.STRUCTURAL STEEL TO BE AT 1'X 2"X.128'WJ WON *;/• �.
SHALL
LEAST.126•THICK AND 3.38•ALL ANCHORS INTO METAL EXTEND AT LEAST 3 SCREW THREADS BEYOND .(,(, - -
• u e_ Iul ,t,I I THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL 16E S.S.OR 410 SS.
p`: 6 �
,O STATE F
• ••• • • ••• • .4� 4
• • • • • • • • • • _ �i Oss••�ORIDP.•••G\?:
_ -. • • • • • • • • • • 101VACESO 01�
• • • • • • • • • • A.L WMtuc P.E.
• • • • •41 • FL P.E.#58705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
i
I
TABLE 2A i
Mo6Mn Ce B9 Table
Openlno Wldm(for v"COF1.5POI-11"InG na lB)0 ening"eight(br hwwood DB3YsParWnq fmAor s)' $
BO in 100 In t20h 140h 180h t
601n OOM 70h Doh RI4ta19f4at TMPrnlarp RaclaOdar Trap701aiD p Yt I
R4cfarquW TraWrhrp. IisQatptOu 7r4,YTrMrn Rcolm•dsr Trop'Maq. Raclen0uiar T,,rrft, RachOp9or Wag! Rr:a�MAdat TMMam10. ROUrgAar TMWTd•p. 63f i33
1 17x.376 LOdaO LOdtp Lcodlm Loadm Wed" Lady Loaft 1.0-ft 7$j R=
Loadnp LttlnO LOdnO LOM• LaadkC I.oa•tp LOSda• LOad60 LOad60
won U
Flo
I a � fra 1 �' 0
517 1
I
4th 170.0 8211 770.0 435 151.3 662 1700 475 729.7 O@ 170.D SOB 11x.6 a@ 1866 SIB 7048 It92 te0.8 817 90.a ace 180.9 517 70.7 882 1889 617 alb 862 wo 817 667 082 Mo USIr
gbh 121.9 507 1380 118 t01.9 607 119.2 MO b6.D 607 tOfl7 403 Tao $07 1028 399 87.6 607 99.8 307 646 a0T 90.0 309 847 607 98.0 JOB 434 807 99.a 300 880 501 90.0 396 N
W rn oS
6p.626M 103.7 450 111a 379 88.4 466 O9A 371 7w7 459 946 364 84.8 158 8l8 36D 67.8 469 '87.7 367 67.a 188 840 389 {31 458 80.0 360 31.0 458 840 95a 32.4 468 00.0 358
54h a5.4 100 O33 2T8 77.2 400 BOB 328 87.0 400 727 332 S34 400 87.3 318 47.5 400 84.0 316 427 400 823 314 3a6 100 67.6 313 a0.5 100 918 913 28.7 400 81.8 J1J f" LU
Z
t 805t 82-3 7N 80.9 2)0 51.0 324 67.5 270 445 334 61.2 294 3a0 324 489 20D SL9 324 419 237 $7.1 @4 420 235 260 8N 4D.6 �3 222 331 146 253 10.5 321 4CS 233 Q
Aga B3 h 635 294 57.4 752 4w0 7Jaa 49.i 248 984 294 43,8 211 318 284 388 237 248 2O1 37.7 2]4 20.9 2W 382 232 ?24 204 37.6 230 tO] 294 334 250 18A 284 33.4 230 d
BQh 488 260 49.5 230 390 295 424 228 314 268 27.5 2H 20.2 288 341 27b 260 268 31.0 216 211 268 299 2t1 186 268 760 210 10.7 268 27.7 209 14.8 2a0 27.7 208 Z Z Z eO
W W Ia9j
72 h 380 215 27.D 198 740 2ffi a7.2 197 287 @5 284 786 226 125 2b.8 1� 240 225 73.6 182 180 278 221 180 160 226 21.3 177 120 216 19.8 178 11.3 278 168 170 y J Q.
Q
78h 248 1@ '.720 7T7 218 202 27.2 773 27.0 2@ 29.9 1)'0 182 2@ 27.3 187 17.0 2@ 16T 105 16x 202 184 187 120 7@ t87 760 10.9 202 10.0 t59 9.B 2@ 10.a 156
Q J
79.1 167 14.2 1@ tfl6 163 11.a 1@ 18.2 152 141 1@ 7l1 1M 89 1@ 141 160 C3 J Q
76 h 28,7 1@ 289 100 238 1@ 781 166 242 t@ 220 762 17.T 1@ 187 19 187 192
BOh 188 144 19.0 129 184 144- fe.t 729 C7 'd1-• 4Z �
---.q1
901.1 16.2 127 10.6 113 0• in vAT
ANCHOR CAPACITY ADJUSTMENT FORMULA: 1` LU m
TABLE 28
pne 3.5k a Tabid F000cmu PT Ntod AMtm (DP-)X ANCHOR CAP.•„^, . ANCHOR CAP.,,, N OYq 1x71
9WmMte: 2n(:orsfe:e 3.5a cane. Ilc9ow CMU MULLION CAP.•,„.....
enrElea 04'696kO d79Eko 1M'89Eko r,08LM ac33tad M26.01 X Q 3 3
Anc1wT7'W. 7It5 Eko lllracOn 1u•Eq t3054an tetlaoen YIV Eka Ulm. 1W Eho UUma Wtraoort AOpa(37k1 6c7 (G5)SCMW PS) ft"(05) USE THIS FORMULA TO OBTAIN THE`ANCHOR O Q " Z N N
AnciorCup PaCems CAPACITY REQUIRED°C.ORRESPONDINGTOAN O.
ed040141mea 6n t• 2-177 .7^ 2-tR' 3-11x• r 2-1fY t• at¢ r 3.vr r O.dr o.94• 0.324• ACTiIAL PRESSURE REQUIREMENT FOR THE
FmheorlMd 9n 1JI4• 1-YP 73'C 1J14' r 1.1W t•v4• 1.174• T-vr 7-t7r 1-ur r 1ys' 1 �°"" OPENING.WH EN IT IS LOWER THAN THE MULLION
2 Andlaa B 4.5•tAk.o.c.7 6Mrmtt or awal ab ff14 t7 790 q 3@ q cow 890 m tN1 W 2ro q 2aD 1a 751 q uo 9e 771 w a64 a 948 Sot q 1125• 5a0 vs CAPACTY FROM THE TABLE)OF THE SELECTED
4Ano6ma®1.75•Mk-o.cls7 ra proa+aB ala(P4-xY 4ea roa loo ro4 wA wA WA Wn 7aDq wA WA w" wA -WA a62q aa6 k' 1tto ro. MULLION,T WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
4 Ancnort O T O.C.7(212'5 AnOk aya/ffb.7j 780 kt Tao ka 880 q t38D 7a 7886 b 540 q 68016. WA ta4 b 7/6 tlM 880 q Ie@ 8M 982•a 16+ t roa CAPACITY WHICH MAY USED TO QUALIFY as COMplYlfl•with th•Florida
2 Arohaa®0.4a'ru,.O.C.1 UCSp,740.725 Aum.(Fb•4Y WA WA wA WA WA WA WA WA WA WA WA WA WA WA 713 Ba Building�C'po�da 17-0630.01
i Aro9cr7 W b p°1p.sY 104 q 196 q 219 a M6 a 922164 135La 1401m 177164 azo 9s 707•a 372 a 4776x iT016a 221 Ih min. ADDITIONAL ANCHOR OPTIONS FROM THE NOA-No.
2AnO3ma®1.16•um.oc/ tc7o.ex 240 q 360 ha wA WA wA wA t90 q wA WA WA WA wA 347 q w2IM Seo roa ANCHOR CAPACITY TABLE
expiration Date 06126/2021
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARD CUP- BY
Mlam ue nbn
FIGURE 1: FIGURE 2 TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. -.,.I 1,000-
SEE
000°SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
17711111177]
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23- 2.000"
• HOLES TO BE DRILLED IN jF FI� FOLj10W1�7G�DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23• �` w\a•''KENS ��
FIGURES SHOW SUGGE•TED,APP.Q TE eD. TIDN' •• I 1 ��•..•' L F :�F�
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRLRYE SHALL mlONfORee 7dACr301 IFIEATIONS.HOLLOW AND OROUi-FILLED IL ;,* No.56705
CONCRETE BLOCK UNf��( 1-�lJ)SFW.CQINFOIRMJO W08DSHALL BE PRESSURE-TREATED
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PRE-WITH"OG OF•A6.ALI 9i L 6�53-T5 AND R BEATURALMINIMUM EL TO 1•X2'X.375"MULLION _
THICK STEEL STUDS TO BEA MINMIUM GRADE 33 AND•045'THItB GAUGE).STRUCTURAL STEEL TO BE AT 'OftA%T1E
LF17ST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • � •0
THE MATERIAL#10 d#12 ANCHORS INTO WOOD MAY BE sTEE>~168 S.S.OR 410S.S. -7 'iO��ss!c<ORIDp.•.G�';'
• • • 7r11
• • • • • • • A LYNiSIfAILLER,P.E.
• • • • • • • • • • FL P.E.#56705
• • •• • • • • •• • •
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 3A J
MunlonCapactTabld, C g
pparilp tMdtlt(tar trertleeiy-epaMlg rnlRons)o70pening Helpht(07rinrlaorNeH+D ro arS) 14oN 1wN i
wN 1WN f20N 1:
50N wN 70m N 14esan00a 4aPrt0n0• Wstr1p10ar Tra07711aro• Raeaaa+v TOtpl�Xaq• Iio!•q�r Tom' PAIW•Aar taedn�. pY
9 x 278 x map T ya•r $alaadn 0~ �gLLla051q toads• L-ft La05ro famro L-U" l.eedho taaft 1.00500 4n3taa409 Load°t0.§y 10489 9 F6it td-
LO-
11 1
76 AJU
A5k11Rongg 15 0 050. Q gee foliaZQ
1tN 1ra0 em 170.0 43! 170.0 7N 170.0 170 170.0 eea 170D s0e iR0 9@ 170.0 610 1R0 111E fR0 1c27 1A0 1110 iR0 621 1407 1351 tA.D 1321 tn.5 1701 170.0 521 111.5 1301 170.0 521 N J N
NN 170,0 TOa 1TD.0 611 170.0 050 1711.0 N04 1TOD 392 1R0 530 tA0 tt73 IRR Wi 161.8 1139 170.0 677 Me 1159 1A0 BW 113.9 1139 iR0 0.W UA 1139 170A Bw .611 113! IRO ®0 T
F1
wA1eN 1ra0 747 170.0 569 170.0 Wa 170.0 071 tnA 1077 170.0 604 1466 1032 170.0 777 130.0 7052 1A0 747 117,4 1032 1A0 750 n.0 1032 /R0 T47437-2
1031 170.0 766 711 1032 170.0 760 W � W
64N iA.O 797 170A 571 161.3 397 170.0 Wt 1362 907 154.7 730 110.9 9n 1626 Tia 107.E 907 14&0 711 00.0 On 114.1 710 wA 907 140.0 w7 tID.O 739 00A 1407 110'0 739 a ?
00 in 111.1 7S6 151.0 025 117.0 736 139.4 all .o 735 110.0 399 N1 735 106.1 603 Tit 758 895 6w A.6 736 85.1 575 65.9 736 01.9 736 81.6 574 N.1 730 9SA n4 d m
.VgVg44
67N 121.9 WB 130A n0 101.6 0.w IIIA 667 n.0 0.W 90.0 547 701 aW 961 536 n.7 QW 69,9 631 39.9 688 79A' 876 ta.6 am 76.0 0.W lie all 39.1 0.W 75.7 0.
b1 Wm 10x0 007 111.1 S27 06.3 507 061 511 79.7 w7 85.0 !Of wl 007 J7.f 497 SaB 007 71.6 439 67.0 607 n.e 461 441 BOf nA 807 627 474 33.1801 027 411 = Z Wo86.9 N9 ee0 stn 73.0 431 10 04.3 CM 51.0 510 57.0 416 45.1 010 53.3 41S 40.E 510aao34.0 !10 43.9 510 N.1 339 21A 610 SLI 300 100
7aN WA 450 R5 0.w 67.0 160 au 392 4se ISa 54.1 555 43.4 456 41A 776 36.0 130 NA 373 34.7 N6 NA 339 29A 165 37.7 352 2/4
450 35.0 350 21.7 450 122 755 Z
76N •t1 130 07.0 301 63.6 435 to
566 777 45.9 436 WA SW 40.1 435 NJ Sw 367 435 409 366 37.1 I.V 361 351 26A 437 34.1 511 22.9 436 916 >tt 10.1 at6 321 b10
90N 4t.a 327 114 290 34.0 717 30.1 239 19.9 3n 31-0 250 161 317 203 277 g2 327 25.7 nt 20.9 377 23.7 251 77.4 317 21.0 201 /4A Sn 163 101 F X Z O O
0.e m 314 �2i$
n SSA 167 2a.7 2nLn
29 B 261 24,6 2n 100 243 21.5 157 211 244 101 2n 20A 240 IT.2 217 793 237 14.4 2n 169 772 nin
100 m 242 LIJ
20.2 127 20.9 201 173 227 18.3 196 15.1 19.0 185
.111N 113 150 215 19.1 191 10.9 215 10.s 118xa 12.7N 17A Z N 1�
ANCHORCAPACITYADJUSTMENTFORMULA: d 10 go
TABLE 3B Anehor Ce TabN b9 ((ANCHOR ""'•'' ANCHOR p Ix
1.7k Cmrdo 15t CAW. 113900 CMU _FOSS CMU PT 1NOod Maes (D")X`MULLION 0 88 8�
atS CAP.-
Ek. ata{7co Masem 1M•Ek0 Ut9oo0 v4•sa F]so S7fe•Eao v4•es Elco rt6 sled 6t2stets r12st0d PRODUCT REVISED
A,dwr TY 3,,15^EW MAW 114•E1so 1Maean Illi" A9tPat1� UAfao00 A 0.''J°'"'la51 OcnN(G5) Sots RIS! USE THIS FORMULA TO OBTAIN THE TY REQUIRED- LNG TO
Anchor CDP PaBeme as no with the Florida
0090 oatrue(h 1 1t? t 2 t? StIY r atrr t 2.112' 2• 3 t e 2 0.40• COV 0.924 ACTUAL PRESSURE REQUIREMENT FOR THE Building Coele
Em0oo0a0 4, 14W 7ll[' 7 1.1x• 1•N1• 1-tx' t-tri- 1-i N• t-tlY 7 1dx' 1.7/1• p0a OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01
2 MsOcra®4.75 Min 0.0 9tlnda0 erOad I1p ff4•tk 350 NI 5801u 45090 OBO d» 1aN b 770 as 750 M Ns 740100 77418. 504 940 as 391 b 4421-+ 539 W Expiration Data 05)26/2021
4 Aft-B 1.15 Mb O.G/9aMed(er10 o0110".71: 39D ISS 739 m0 NIA WA WA WA 339180 WA WA WA WA WA 392 b 565 W0. 1120 Na CAPACITY(FROM THE TABLE OF THE SELECTED
CAPACITY
WHICH MAY BE USED TO QUALIFY By
4 Anahoa @ 9 M1n.0.C.i C2)2X5 A1a10 Cies!O'1iF 3k
Jw Ou 710b 10039 1350 00. 189e 10a 51090 Geo roa WA 73990. 740 m. eao lla +392 b/ ta19x e851ti tt2o 7a MULLION.ITVJdL YIELDAMINIMUM AN
2AnoM•g0A5'Wn O.C./U131p.W.12S•AUM.(F•.4k WA WA WA WA A WA WA NIA WA WA WA WA WA WA 7159• ADDITIONAL ANCHOR OPTIONS FROM THE Miura 9Ct on
1 And1x/F•Clip(Fb.sk IObb 1058x 1251ba 4400.4 011 p. 135 Na 74c 100 1776+ 370•s fnas 33z 10s 473Y RO6w I 2tt m4 10oM
2 M•haa 1.76•MKO.WF- P-10.u), 21090 97090 WA WA WA WA 190 ft WA WA WA NM WA 31tM 442Oy 6wb ANCHOR DAPACRY TABLE.
NOTE:FOR THE OFFSET CLB7,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CUP. (:--)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1:
FIGURE2. TABLE NOTES: -1 1'0�
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 10,1111
2)LINEAR INTERPOIA?I(lN BEMrEEt'19MUY-LE TNS D/OR OPENING WIDTHS IS ALLOWABLE ��.sA. ..lVhi/y
• • • • • • Cev
as
2.760"
FIGURE 3: 3)MULLION AND MU�ON CUPS%HO M:RE N0'6TO�E EOR EXACT DIMENSIONS,SEE SHEET521-23.
HOLES TO BE DRILL IW THE fi ��yp��LLOWR4G•IM"ION SESTWCTIONS SHOWN ON SHEETS 21-23. �.:- No,58705
[��]
FIGURES SHOW SUiGESTq R1 TEq'-U vT1ON.••
.b
[i��
BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301
SPECIFICATIONS-HOLLOW AND GROUT-FILLED ,375 7D 'Z
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDL O�•.• 5 TE (V
FIGURE 4". FIGURES: FIGURES: YELLOW SOUTHF�iN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126• % t� '•. ORID;.••'G����'
THICK STEEL 8TUQ4 TWA MINIMUM GRADSW AND.0�^ ICKS!,GAUGE).STRUCTURAL.STEEL TO BE AT 1•X 2.76"X.375•MULLION ��ss�.........
LEAST.125•THICK*I'10 A ALLAN IRS IRTO.IETAL SHILL J&.S FO. R 410 3 SCREW THREADS BEYOND �A. NN J R,
A.LVfVN 1�itL1ER P.E.
THE MATERIAL..900&T7121+NCHQRSTC Wt�C7D:1A:BE S FEEL,1�•8$PS•OR 410 S.S.600 FL P.E.#56705
0:6 • • • • 0:0 i• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 4A �x
Mullion Capacity Table
Open Width(br veAmt}apam 9 y%:Gw-m)0 Oponhg Hatgtd(tor FnrtmltelyepalWrg mWiaro) y[
904 10010011, 1204 IIO140111 ISD 4 ¢?
60 h 80 h OOh 70 in Y'
R60fen0,� RWWWK TM WTd-V. T-OTAM Rwedw. 1h0/MmiO- Rr46e�pteer T�18hr¢ P�e1m99eI ihdTfanO, Reclo991/r lYa1JMv,
1 a 2.78 x T11�' R0°d"a'w 7tayMafly
Loedro Loedro Loaft Ltednp toedro. Loedro Losdro Lo•8ry Losdlq LSNtdro Laedro Imdrq LoedhO Inedro Loedrq LoednO 0 le
S80AWtn Tubs
TwT,�o
F$ y3r._ �_ �•_ x _ _ y g 'pg
lot U
If-ill II I I I I oil I I- I I I I I a -
V)
424 170.0 620 170.0 135 170.0 741 170.0 470 170.0 888 tiO.D SM 170.0 99! 170.0*'Io.
1700 527 170.0 1240 170.0 5N 1700 1400 770.0 SM ISi.7 1820 170.0 521 136.8 1820 170.0 521 a:404 770.0 roe 570.D 624 lroa 830 170.0504 170.0 082 170.0 e30 170.0 1117 170.0 170.0 877 170.0 N17 170.0 000 N1.7 1417 170.0 TMD 1213 lq7 170.3 060 100.3 tq7 170.0 8801 2yi00.027M70.0 Tq 1TOA 507 110,0 80! 1700 W) 170A tON 170.0 80{ 770.0 lies 170.0 170.0 747 1403 1200 170.0 750 121.0 1200 170.0 756 101.5 1208 770.0 750 07.4 5208 1700 758 pp a314 1f0A 797 770D 612 1704 OSB 170.0 091 170.0 1110 170A 754 150.7 1100 1700 170.0 637 72DA 1730 170.0 OSB 100.0 1100 7700 Bet 86.1 ft30 170.0 181 703 1730 570.0 d61 liR In '9 W
z
00h 170.0 063 ITOA 701 1183 016 162.3 lei 1753 015 tu.a 741 109A 915 1323 733 07.6 615 123,0 728 07.0 015 1105 720 732 011 154.4 715 @.d 013 INA 719 50.! O15 114.4 718 - Q
684 151.1 830 fefA 710 120,3 630 170.8 091 1003 0b 127.2 Bei 01.0 070 1122 810 61A 630 101.0 662 70.0 670 90.4 OSB 03! 030 01.5 610 512 830 04.1 64B 47.4 830 04.7 040 i5 W _
Beh 1321 767 t40A 05D 1700 7S7 710.8 Bab• W. 757 105.9 6N 013 757 00.1 014 79,4 757 60.1 000 68.0 767 01.2 OW 65.0 737 70.0 3&i 472 7S7 78.2 601 47.3 767 781 641 d m I� 0
J 724 101.7 836 108.0 SS2 64.1 OX 01.0 510 727 878 00.1 530 610 638 722 521 60.3 870 B83 614 50.0 690 629 SOB 42-4 030 57,2 600 38.] 078 653 M 31.8 We 5S2 497 " J J ` Z
764 805 $71 00.4 400 721 571 Ina lee 0. 67.4 47B 54.1 571 80.8 471 100 571 563 101 43.2 671 51.0 450 30.0 m 47A- 451 30.0 071 11.1 M 27.0 671 44,6 446
N Q r
78in 00.0 342 83.4 474 06.7 SI2 70.0 465 67,1 6Q 821 450 60.0 612 55.7 440 141 512 StA N2 40.0 512 473 497 37.3 $12 12.0 11O 2n0 942 1D.8 413 2n0 60. 40.1 Q] y 53 Q
Ooh 52.7 407 03.7 701 434 4m 45.4 !fib 172 107 SOA 34a 31S 407 35.9 a/3 78.9 107 721 ]30 2n0 407 29.8 334 21.7 407 20.1 377 18.0 407 24.1 !12 10.! 407 23.0 ]tO .Jz
95 In 120 780 41,1 720 aS.D 350 372 3tl 30.7 SSe 32.4 300 20A 356 206 301 23.0#30 28.1W11121.5 138 24.0 298 17.0 356 21.0 280 15.3 960 1B3 201
X C G
tOBh 00.1 283 lO.t 255 25.1 2d] 2S9 251 21.3 283 71.6 217 10,8 �! t9A 214 10.7 18.071, 261 106A7 � KrV N27.0 387 m3 712 231 267 211 236 19A 287 20.8 235 17.a 207 16.3 231 isA 103 K Q 0•O
120 n 220 22! 213 200 lea 72B 100 2% 1n7 279 10.2 202
TABLE 4B + ANCHOR CAPACITY ADJUSTMENT FORMULA: 0. Z
AnchorfA Table Do /ANCHORCAP.,.�...• ANCHORCAP.,�
e 4 Bowe 2.7k CMr*1 3.51 Cora. CMU Pilo cMu PTWWd Motel (DP)x 1 MULLION CAP.,s _
7n•as5mo s Eko 1 5-3 EX. 016106581 012atel e12s.a PRODUCT REVISED
Atahtir type Lt0'Fico UOnoon N4'Eleo t9eecan lWetn
311(r El.-UaeM 114•Eao Ue,taan A a1y 13!1- Appu-r Smw 106 5-1057 eertw(05) USE THIS FORMULA TO OBTAIN THE-ANCHOR Ota eompl ng with the Florida
AnchorClp Patlemd CAPACITY REQUIRED•CORRESPONDING TO AN Buliding
Eder Qtunee Alk r 2-1/r I- 2.1/7 3.7f0' 1' 2-tk' 1• 2•,rr r 3.1/C r 0.10• a6t• 0324ACTUAL REQUIREMENT FOR THE NOA-No. 17.0630.04
EmWOolen lal4• 1•y4• I-ya• 1.314• 7 i-1r4• 1•w• 1•u4• f•,W 1.114• 7-114' r lard' Isla' 1°0°8 OPENING, EHENUIITTISLOWERTHANTHE MULLION
2Ap 4.76'Mb1.O.C./9 Nor 10014 clip lFla tY. 9B01m 3006 4506 8906 7aMb 2706 IQs SS/aa 740 en 7146 8611tH 9180a 3416 2b b
/AncM•01.15'Mtn O.Ql9t4n4md(oroereB CSD •2I 1847s 7446 WA WA WA WA 3606 WA NIA WA WA WA 0004 ee9 1120 ea CAPACITY(FROM THE TABLE)MINIM THE SELECTED ExptnHon vote 05/2612021
A.M. 3•Mn O.G/p)2s8AnOMCap 70.-12.37 7a0b 7706 6006 15BOb 18B0b 6106 8806 WA 760 am 71011{ 8006 WNW
6026 112Db MULLION.RWILL YIETAAMINIMUM ANCHOR ACITY WHICH MAY BE USED TO QUALIM BY
7 AraMn 0 0.15'Mn.O.C.(11TJIp,hN.RS'Nun.fFl4.4k WA WA WA WA WA WA NU WA WA WA WA 73 WA 775 b TONAL ANCHOR OPTION FROM THE M7wm • ue ton
i Aroeor(Piab lFq-Sk 145 roe fes b 213 8a 443 b m2 b 135 b 140 roe 177 b 770 e. 1 W b 377188 1736 170 b 721 lel 200 b ANCHOR CAPACITY TABLE
1 Nahtp 7.iS Nh.00i FQIp .Dk 2406 99910a WA WA WA WA 190 me WA NIA WA WA WA 0416 1426 5806
NOTE:FOR THE OFFSET CUP,USE THE 9AME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. QD 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.
r SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS,
111111111//
2)LINEAR INTERPOLATION 617EFEN MULL LENGTHS AND/CR OPENING WIDTHS IS ALLOWABLE, `�� N Ti,�
FIGURE T 3)MULLION AND MULLIONCLIPS SH ARE NOT TO S18AL r.F4 E6AI&MENSIONS,SEE SHEETS 21-23. 2750' t•ICEN`QF'•�!�i
HOLES TO BE DRILLED IN THE FIELDF DR184IOWALOMWICTIONS SHOWN ON SHEETS 21-23 •,�3�C
*
FIGURES SHOW SUGGESTED.I,PPRF .E�CRTIc•:9.•• •• No.58705es
ANGLE CLIPMUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACT301 S¢E&ICRTR)NS.HOLLOW AND ROUT-FILLED
CONCRETE BLOCK UNIT(CMU)371AI.L CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' -O••. ATE O
THICK STEEL STUDS TB BE A~UM GRVE 33 AND.046'THICK(1S GAUGE),STRUCTURAL STEEL TO BE AT -'•.EZOg10P.•'-
.- - - LEAST.125'THICK AND AN.ALW -LNCHOR IN L SHALL W W4D ATI EAST 3 SCREW THREADS BEYOND VX 2.75'X.B5V MULLION �i S ••...... G+ ♦`
THE MATERIAL.#10&9#12FANCHORS WTO YVO D M iWY 0 STEEL,1"S.S9OPWI0 S.S. /Sj CONAL EE,P.E.
`
� • • • • • • • • • •
A.LYPI(�14i1�LLER
• • •• • • • • •• • FL P.E.#58705
••• • • • • ••• •
T r ,
TABLE 5A
Mullion Calmoky Table �d
Opening VAdth(fartecticey-ap9rrungn110or16)orOpanIng His III(for hOrfmn aparrkamullons
so In WN "in BOM 901n loo In I I"to 14044 16044 1yp�
peclmp9Q 7r Wd•g. R-INIV- TMgtd••. ROdu)%Iw 1hombivO, Redon•I" TOPIN-no, RKMOder Tn1YMec. MdarprW T•y7Mry. Rc•n•d• Tr4171WD. RocbnOav Tr9p'fd•19 Rac+e10+Iv I L U
Loodro 103-910 l.aadry Lo9drlp Loednp Lmdna 104ft Loa&v Lmdnii LadnO too" LoW1p �Y o
t"a 3.126" Lod'nga3D Loldr4 Lotdnp Loodn$O LoednD $Lood'^a€60if I 'g (pEi £Y
.600"Alum
Tube Mull Al 04
g c3� �if �. � G� �' 3 +3�- �� ��• S� pp� �i� �' qqgg �• yg�. gg55 qqyQ� '§g�' qg� f 13
13 Z }
1 11 I I a S i lk d 3 oil9 @ 1_ 2 1, 1 W z rn U
1244 170.9 @0 170.0 235 170.0 7W 170.0 470 170.0 CBO 170.0 SOe 170.0 9B2 i7IL0 Stir 17&0 ilia.1760 521 i70A 1240 17MO 771 170.0 1188 170,0 41 170.0 1735 170.0 521 154.4 1602 170.0 921 ? N
{BN 170.0 700 170.0 570 770.0 050 170.0-j.- 170.0 002 ITOA 630 170.0 1177 770.0 001 170,D 1275 170.0 677 170.0 1117 170.0 000 157.7 1577 170.0 m0 131.1 +577 170.0 BBD 11&2 1577 170.0 ado
50.025 N 17MO 747 1700 683 170.0 190 170.0 8'71 170.0 1046 170.0 804 170.0 1185 170.0 723 170.0 7346 170.0 747 170.0 1494 170.0 15a 141.7 14W 770.0 7Sa 111.5 149! 170.0 768 100.8 1406 170.0 758 Ill r
5444 170A 797 170.0 O7I 170.0 IFW 170.0 091 170.0 1110 170.0 704 170.0 1276 1700 803 1�,1 1401 170.0 B77 149.5 1401 170.0 068 1240 1401 170.0 081 104.1 1101 170.0 101 931 1401 170.0 001 F a1 Z
BON 170.0 B83 170.0 701 170.0 1089 170.0 797 iSaS 1159 170.0 171 171.7 1156 1170 928 727.9-Lisa 160.3 017 171.0 1168 1447 010 02.6 1158 144.5 903 79.3 1158 144.5 603 09.4 1150 144.5 903 � (r!O�
t, 6444 170.0 970 170,0 715 159.0 100 170.0 050 177.0 100 155.5 aW 119.1 1019 111.7 NB 108.6 !449 1720 an 9S9 100 125.5 0.e 71.9 100 119,9 820 00.5 1019 118.9 019 593 1019 t1tl.D 010 Z Z
$ ad h ta83 9Eb 170.0 789 139.0 -656 161.3 801 719.1 955 1337 713 1043 955 121.4 775 PLO 056 1128 785 87.4 95S 106.4 757 00.8 949 p9.8 j12
68.8 955 00.7 748 621 D® 90.7 710 W ICL
n e O
3 z
T2 N 120.6 807 131.9 a97 107.0 600 111.0 a62 91.1 [03 IOi.1 070 OO.s 003 913 asp 71.4 Bm 17.9 a/9 813 000 70.0 812 515 907 722 433 a0s 890 828 10.7 e00 89.7 677 N
j Q J r
$ 7844 1093 721 71{.1 021 01.0 m 07.0 etO 10.0 7i1 80.1 505 80.5 m 70.5 695 aq7 721 70.1 Sea !A.0 721 a5A 9g 16.1 7r 59.1 39.0 721 50.0 604 31.1 m 66.1 607 II--
7e M 101.0 004 1OSA 599 01.2 184 890 6B7 722 804 70.1 576 83.1 W 780 567 Sal 884 64A 551 50.5 684 Sag 551 421 O84 84.1 30.1 064 51.3 S76 91.8 881 50.8 551 z y '.2 Q
11- a 1n z
W N O5/ 611 87.9 436 54.6 to
614 67.7 446 47.0 514 50.0 440 41.1 0:4 14.8 433 98.1 611 40.5 .427 729 614 37.3 471 270 571 33.0 23.5 6U 30.4 108 200 574 29.0 409 Oa N '9 p YO
O/N 54,2 152 15,7 404 432 4S1 47.0 306 39.7 451 40.0 300 33.0 477 26.4 364 30.1 452 329 31a 27,1 452 30,3 313 228 432 28.8 19.4 4S2 20.2 350 180 432 22B 39BIn 1 357 30.9 322 91.7 357 32.7 317 273 357 26A 317 230 357 252 308 -I 357 22.7 307 19.0 367 20.8 799 15.9357 18.0 13.8 357 10.2 217 t1A 337 16,0 283 378 301 301 15.0 371 28.1 268 21.0 370 23.t 292 10.5 336 20.6 298 17,0 330 190 754 14.6 378 18.5 125 330 140 277 11.0 330 173 269 20 10.3 750 17.7 219 1&1 162 15.4 289 f85 21g 13.9 219 il0 210 17,8 189 fi.0 &B 719 11.1 236 0.7 2e9 t0A 27i a d ZOO
40
TABLE 56 _ ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehOrce Table ANCHOR CAP.,,",,,.,,, IYS
N9w CMU Fwdcmu PT Ward Mesal (DP")X� )•ANCHOR CAP.,". '7
suzg4tc 2.7tCt18n8e 35kCun. MUWONCAP.,,,,,,,,,
a+8'e+o *swu
y16ENo N4'SSEIt. 9fOBlad st2slee w2Sfad PRODUCT REVISED
ANcra 77pe SIM.EICO LMMM v4'EkaUlouon Oetecon 3'16 Bco U17san 1/C Exoulr4eon UMMM A99.59 r SCM"Wied)soar IGS si,"(GS) USE THIS FORMULA TO OBTAIN THE'ANCHD A a•complying with the Florida
Anchor Clip PAIISMS Building Code
Ew-Ouac9Or* 7' 2-vz t• 2•v? 3-170' r 2•Yd' 1" 2•v2' 3-ts T o.<B' OSr 0.320 CAPACITYREQUIRED'CORRESPONDING H AN NOA-14 17-0630.01
EnaxnxrB fal4" 1a1r law lar 2- 1-v4' 14vr 7-v4• 1-ve1414" 21 1•s1a' f fat^ mores ACTUAL PRESSURE REQUIREMENT FOR THE
2Antron®1.75' In ac. St01daN or O9fe1c 070+ 9tgW TDDb 450 os 890 De +541 k3- 270 to 7331to 354m 740113- do moa e1 -Al i 442201 -11
1 m OPENING,WHEN IT IS LOWER THAN THE MULLION
42 Mn @}1.13•MN o.c.I s5140411aI�)CI IBO•o r00 Cs NA -WA WA xa 980 n NIA INAWA WA seem i tB5 m 1120 fro CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05126/2021
4Ar01.1®S AMR a.C.f 01J 215 Alpk CIpS l X19 77 710 W 780 b f90 b 7560 et +BOB IDI e46 m --BEIe NIA 780203- 861 k+ 1av2 b 681Eo 9a5 m 112DOO MULLION.IT WILL YIELD A MINIMUM ANCHOR �
7ARlne 80./5'4444.O.GIUdp,Nb.12S Al/n 4) NIA WA NIA WA NIA NIA WA ILIA NIAWA WA WA WA 100 ae DAPACfPY WHICH MAY BE USED TO GIIAIJFYMlam a roue Control
1c71N7F{:6p(0D7 !M O» 1D3Oe 225On 4d31ta 827®5 135ts 140 e9 177tsr 370 rte332 M+ 4707m 280101 ADDRIONALANCHOROPTN�MSFROMTHE1.13'NR O.CJ F 240103- 950 kr NIA wA IVO WA100b NIA Na4 WA WA 911 Nt 142 m 350 de ANCHOR CAPACITY TABLE.
NOTE FORTHE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUE3 AS THE 9704400770 CLIP.
0
F7.000"-4
FIGURE 1: FIGURE 2'. TABLE NOTES:
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS SEE SHEETS 2 4 OR GENERAL INSTALLATIONONUIMETHODS.
TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
2)LINEAR INTERPOLATISItEEPAVAN 1&ULtOLENGJH3 AWXOr OP V I.NG WIDTHS 0 ALLOWABLE I
• • • • • 3.125"
FIGURE s: 4)"
�NY LYNNMi
• F EXACT DIMENSIONS,SEE SHEETS 21-23.
3)MULLION AND MUI.Q CLIPS SNOWNOME NOT YJ SCAL.�. �10ENS4" '•( '
HOLES TO BE DRILLED INHE FIE F&LdWINB DIMElSIOYAL $TRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGOEJiTEr Oft HO f IOcrciels•••• `*•: No.55705
500,
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•PLL.LED ..O
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -T7
FIGURE 4: FIGURE 5: FIGURE @ YELLOW SOU PIN ITII AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' t"X 3.126"X.5"MULLION �,n 1E •'•lV�� _
THICK.STEELSg1 TO F•ABMINIMUMSRADE36AND.045jV KK(IfLGAUGE).STRUCTURALSTEELTOBEAT (I-VFMULION) ' '•.A4oRIOP.•'•
LEAST MATERIAL.
#i ANP 2 AbIC:L%S 1*ft*0( METAL SHAD b(TWO ST LEAST 3 SCREW THREADS BEYOND
�i S G\ `
• �J THE MATERIfLL.#106 AyCHO�S If�J]}Y9 AI101p A•1ltY BE STEEI,784SS90R 410 S.S. 4IS�O(V(�L
• • •• • • • • • • • A.LrYINIILLEA,P.E.
• • • • :• ••• FL P.E.#55705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 6AT 1��c
YNIAon Capacity Tabte a S
r!
Opening V0ldtlt(wver6ca"paMr0n8slons)oropenilgHatgtd(for h)Aao fMPwvIIN1111MOM yj Y 2
sob Gob 7013 ODh 90M im I. 120M f48h fe0h ji
11aa1r4}!a t1apR3np. Ilect4n➢dr 71mp701mg. fta.QA Trwm v. 12mmrWlr ft-o a. pwanper 7rrprni q. 14.E Timp'lltans IUMP. Tr.#T&9TOK ft o. R4elm9dr 7r �x 3
Lft
1aaI.12l1 1aa3rq Im•ng Load68 Ia6dnp lntlny L➢+aro Loadne I.0ra1p 1.oean9 In6�a ItaNi $t�••IaadnO LmdlpDg$lamino 1.oa♦no
A94m.
Tube pgpa ry�g• 'gp$ y ,8y¢• yyµ• yg$. �$_ p§• $ p$• 'gy tl Q ^
Nunw13 c7� � �g tT G O o� 3 8� � � t7 $ 6 g O� N
3 � _ i z � " LLJ
�
42 In 17ED 020 170.0 436 170.0 744 170.0 476 1740 668 170.0 606 170.0 902 175.0 819 170.0 1116 1700 621 170.0 1340 1740 621 1740 14M 170.0 S21 145.11 1409 170.0 021 127.6 1410 170.0 ffiI J rn
48 in 170.0 709 170.0 624 1740 850 IRO 664 1740 982 170.0 630 1740 1133 170,0 eel 1740 1276 17UO an 1611.3 1303 1740 680 1309 130] 170.0 690 111.7 130] 110.0 B90 87.7 1309 170.0 B50 N 1n
K Z
30.635 h 1740 TN 170.0 663 170.0 W 170.0 631 170.0 tON 170.0 681 17010 1199 170.0 773 ISM 1278 1749 747 140.5 1233 170.0 766 117.1 1230 170.0 756 100A t235 170.0 758 $7.1 1736 MA 750 W F
Mh 1Md 797 170.0 N2 170.0 956 1740 891 170.0 1118 fl0A 734 154.4 1168 170.0 873 1312 1168 170.0 877 123.6 i/68 170.0 OSB 7029 1156 170.0 801 662 1169 170.0 881 772 1708 I70A e6l 1D cLU
o
SO Ina 863 170.0 701 160.7 1042 1740 787 1429 IOU IN,1 832 12LI 1612 146.7 91S 1112 1013 1366 901 100.0 1012 1342 781 l3.4 1010 135.1 762 71.5 10tl 178.1 1ffi 62d fOH 1241 762 t0 (�
97M 1TOd 930 170.0 743 1912 SR 187.8 H6 178.8 041 144.4 799 113.{ 092 131.0 T52 1048 903 121.4 M9 90.7 f•2 114.8 758 768 9W 1064 743 M.8 902 108.3 744 68.7 W2 106.0 744 -
BeM 165.0 017 170.0 760 137.0 847 148.0 780 1141 B47 130.] 786 103.4 947 117,7 752 019r.3
109.7 739 827 947 1022 737 869 14T 05.1 713 50.1 047 94.0 711 31.7 947 94.0 711 ?y Z C) V
72M 1]68 M8 143.7 777 it]2 048 121.0 722 W.0 9W 108.➢ no M,0 840 06.4 SOO 766 98.7 688 97.9 618 027 073 6Bd M8' M.3 610 40.6 04B R9 662 42d 810 /210 681 Su j (L z
76M 1163 761 120.7 665 96.] 782 IDSA 651 ffid 7ffi 90.0 610 R2 762 90.9 029 842 742 020 67.0 782 6➢2 817 461 762 63.8 602 41.3 782 69.9 597 341 762 6910 696 -•1 6n `cZ
E
'llM h 106.9 724 111.4 B34 61.0 724 84.6 ffit 743 724 ffi.9 60B 640 721 7410 590 60.4 59.1 501 63.4 721 63.4 383 4410 714 579 573 b2 724 64.3 661 3710 7K 33.5 665
BOM BBA 6o Me 483 00.0 543 ffi.7 474 49.7 M3 6210 466 4104 613 47.1 456 7810 47.8 482 Md 643 3910 140 240 643 3110 {7B 23.8 617 32.1 430 31.7 643 30.7 426 F F 2.sZ06M 67,3 416 80.1 427 47.6 476 467 41➢ 31.5 Nd 400 2107 4M 420 396 17.9 410 29.1 369 20.6 478 23d 380 1710 IM 212 379 142 N y0 0
100h 109 377 47.1 341 10.5 777 34.8 733 2610 377 30.0 330 262 371 28.6 72! 12,4 377 24.0 721 St 377 27.0 317 10.1 ]TT 19.0 310 1110 377 17.1 204 r W X $_
11i h 77.1 307' 37,8 32] 3010 367 31.9 715 26.0 357 2710 313 732 757 2410 ]ffi 246 367 7310 303 16.9 337 2a.1 301 15.4 347 17.4 294 lY Y Y
120h 799 308 29.1 278 24d 306 75.1 274 2110 30 21.7 270 15.3 309 1B2 7B7 163 308 17.3 287 V X Q O Q
tMh 17.0 712 17.2 194 d Z
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Table 091ANCHOR CAP.,..,,...s
8d3trse: 27R N.M. 3.S3 C411a. _ 110-O4u Fiord CMU I'T t3aW (DPu)X( )=ANCHOR CAP.,,,,
ste 61ro MULLION CJ1P.,,,,,o..
Andw Iypa 3H6`E160 Uumon IW Ek.LAMM 3lte'm.Unum Ix EIo0 ub.. 1H'60 Eu0 ONr FJCO 1l4"eS Ek- NtO Bled N78w1 N7211tmk PRODU1CvITg REVISED
Anchor CAp Patteme uo-«m Ap•eGabr UUM AM.GW Smm(05)84 615> 04mr(Mry USE THIS FORMULA TO OBTAIN THE*ANCHOR ns camp Codenwith the Florida
EOp p4tet3•DnK t^ aur r 2.1/r 3•t/M r 2.117 t' at2Y Y 3.12' Y 0.48' 0dr 9.324' CAPACITY REQUIRED'CORRESPONDING TO AN Building
E20edmdM talo' 1.37r t-3µ' laµ' r I-1/f 1-u4• t-w• t-fµ• t•V4' 1-ur r tare' 1.316' vrics ACTUALPRESSURE REQUIREMENT FOR THE
OA-No.
17-0630.01
7 AncOar®47S 123 O.0./9trqud a 00461 t7ip(FI0.14sK ]9D bs 390•a 450 Sim Mtn 164403 210 b 28D104 3M le 740 374 es OM W4 so to 341 9n 442 Ila 680101 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dab 05126/2021
4 Anahws 1p 7.27 Mh.G.C.1 blan0•d(or 00141)CID ff10.7k 700 b 700.6 540104 1410IM 057 9n WA 500101 WA 890 83 WA 980113. WA 602 W4 885101 112036 CAPACITY(FROM THE TABLE),OF THE SELECTED
8 Amta a 1.IS Mh D.0.l swt.#(m olboCap ft 4K 98093 1400 tl3 NIA wA WA WA 76043 WA WA _WA WA WA 1783•s 1710.4 271010a MULLION.IT WILL YIEIDAMiNIMUM ANCHOR osy �
{Antle3 8?:Y 31r1.G.¢7 p 745 Any3 CIp6/(F1p.Sk 7ffi b leo u3 680 R3 1580 pa SeOB b 610 93 StnM WA reo M 749 rx 690 R3 t80210r 68293 32,k 1129 Re CAPACITY ANCHOR
OR OPTIONS
FROTO M
QUALIFY Nbm ♦ u on
trol
_ BAncMnm3'Mtr4O.C.l q)2a3A1g1ia COQs70-IO Bk 11MiDa 11MMa 1020 ma 2340 ba 28440a 910 ft r. WA 1140106 117293 132010a 283993 tO220a t3i7b t6BO Da ADDITIONAL ANCHOR OPTIONS fT20M THE
{Am0a6 W034 On.0.0.1 Mto.126'A9pn.(Flp.7K WA WA WA WA WA WA WA WA WA WA WA WA WA 4VNIA 71]0 ote' A14CHOR CAPACITY TABLE
2.03310.0 D2.2`Mh,O.C.f F4341Fl0.9k 3x0 Op 7`10Ia 290w 705Iba 4MW WA 2006x4 wA 91566 NIA 41003 WA 311106 N211• 600IN
4AI1oho3 1.15'Mh.D.C.7F .Dk 46093 700b WA NIA WA WA 3800{ WA WA wA WA WA 9311Da 8836 1170•c y 1,�• r
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE '
• • • • ♦ • • • • ♦ • SHEETS 2-4 FQ f,Ef•_"INITALLATION METHODS. ��1 NY LY
J
• •B&WCEN�/•U4 Lt;•GI;•S A2••
2)LINEAR ERPOLATIC: D10R OPENING WIDTHS IS ALLOWABLE 'L`,.•'VIGENSF <<
♦ • • • • ' • • • • • •• •-t• • • • .00
3)MULUON ANDCMULLION CL: ,:HOWI•N IRE ld}•O SC%LE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4 0• No.58705
TO BE DRILL IN TAMMLD FOLQOWIW DIM6N4N*,Vf 8TRICTt0NS SHOWN ON SHEETS 21.23.FIGURES SHOW
FIGURE 5: FIGURE 5: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -.0
• • • • A)SUBSTRATES:CONCRETE SF4ALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED p :•<[!��
• •� • • CONCR BLOICN W R(CMU�SHALL NFORM TO ASTM G•90.WOOD SHALL BE 0
PRESSUttE-TREATED YELLOW .125. X,4;'.• ATE (!/:
SOUTH�RN`pINEtl1'iTH AN SO OF9p.5�jMINUME LBE 8363-T5 AND BEAMINIMUM OF.125'THICK STEM - (C�s'••�<ORIOP.•''G\2`
STUDS TQBEA IMUM GH4DB933 Y•7D�46'THI (18 UGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK T '',SZONAL
ANGLE CLIP(FIGURES 5810)MUST BE USED AV PAIRS. AND .A`t.At QRS�NTO IIIETAU6HALL q(TEN T ST�3 SCREW THREADS BEYOND THE MATERIAL#10 8 1"X r X-125 A L'4PoNI NILU3k'P.E.
#12 ANCI�RS IN OOD AG1S�E 9�:E/,18-8 3.5.05 41 S.S♦ MULLION FL P.E.#58705
• • • ••• •
• • •
• • • • • • • • • •
••• • • • 900 •
TABLE 7Ax
MuWonCe Table
Opening WIOth(For tericatyapemklg m done)or Opening Height(lar hanmrda*apwang m mons)
5010 6010 7010 8010 9010 1W I. 12010 HO In 1WM ?
Reewgllr 71.P/Ta.ro. Raw.,Pla Tndm•w Rcotanwl•' t1opR.�a A.o10rower n+Wlt10na 1teGrylav TI.NM•ro• RKWQ-* TWT4.1/. Ite.1.Ow. 71aplm.q. Imaaronler 7MpTa.q. R6etln9war in6Jdnp.
1x4;.376 la.an9 L-ftq Lasma L-wav L6aa6q Lndna L-dhQ L9Wro I.-Ina LoWro +•�d^9 la.dro L.edro L6.aha Lmana LoodMe L.63e 14r4dro �Y
le
Alum.Tube t• _ yyt � �g',•- r H.
MuAW :" � g � � 6 �• �' gOSt �• t ��'
ui
4710 1ra0 120 +OA H3 170.0 7u 1700 Qe 170.0 toe 170.0 608 170.0 992 170.0 atf 170.9 1116 170.0 521 110.0 1240 1700 521 170.0 1409 170.0 621 170.0 1136 170.0 L¢7 170.0 118] 170.0 521 �i J y
HM 1700 708 170.0 024 170.0 ado 170.0 04 170.0 192 170,0 1.70 mo 11x1 170.0 681 170.0 1278 170.0 1177 170.0 u17 1700 BBD 170.0 1160 170.0 aW 170.0 119] 170.0 e!0 161.6 2024 ira0 660 aa} 2
N
W825M 170.0 747 170.0 687 170.0 45 170.0 871 170.0 7018 170.0 661 170.0 1193 170.0 725 170.0 1195 170.0 747 170.0 114 170.0 769 170.0 179] 170.0 766 1640 1019 170.0 776 1]8.6 1919 170.0 750 W Cs
64 in 1700 797 170A 612 170.0 968 170.0 681 179,0 1110 170,0 764 170.0 1275 110.0 8W 170.0 14]4 170.0 p7 170.0 164 1700 ON 159.9 1199 170.0 661 177.+ 1790 1760 161 120.0 1799 110.0 081 � � 0 W
QOM 1ra0 883 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 070 170.0 1117 1700 944 170.0 1394 1700 096 155.5 idle 170.0 10]3 129.0 141 170.0 1083 111.0 1011 170.0 1901 97.7 1610 170.0 1061
W M 170.0 630 170.0 743 170.0 1110 170.0 830 110.0 7302 1700 1140 170.0 1488 170.0 1016 1607 1517 170.0 1076 H1.0 1612 170.0 1122 117.6 1612 160.6 1160 100.7 1312 In 12
1167 LA1 1412 167.0 1157 O -
{, 6610 1700 W4 170.0 789 170.0 1190 170.0 903 170.0 114 170.0 1D02 100.6 1412 170.0 11166 1429 1472 180.6 1148 124! 1472 1348 1130 107.1 1472 147.0 1101 f1A 1472 145.0 1104 80.7 14TL 146.0 1104
Fx m
TCM 1760 1041 170.0 618 170.0 12015 170.0 tOW 130.6 1320 189.2 1101 132.0 1779 +lf.9 taL¢ 117.7 1320 177.6 1086 106.6 1120 1246 149 4,0 1910 117.0 1021 7aA 1310 112.8 1011 1140 1x70 1126 1012 W z W L l
J 7010 170.0 1171 170.0 937 149.6 114 139.4 1013 1282 114 139.0 991 1122 1194 125.7 970 N.7 114 115.3 9B4 4.8 114 107.! 032 Nb 1181 WA 936 641 114 93.1 927 68.1 114 92.3 973 H A
S AM 186.1 1121 iTOA 961 130.0 7124 14/.0 063 118.6 1174 128.6 47 1016 1124 118.6 q1 ill 1124 101.6 911 67.0 1121 %S 908 693 1124 69.0 800 59.7 1124 4A 801 31.9 1174 012 e7e O I,-,
90N 101.1 6N Ims T!0 4.t 6H 4.3 736 71.2 8H 821 724 67A 1144 73.3 712 60.1 8H 00.5 702. 4.0 614 61./ 690 H.D 114 42' 878 ]8.6 614 600 656 716 IH 177 etR F F 2 Z 4�`1.�
CS m
9810 09.1 711 91.6 663 712 742 77.2 862 63.8 742 87.2 4t 65.7 742 1•.5 831 41.6 742 LC
4.1 1122 44.6 742 49.8 814 77.1 742 43.5 W0 31.0 742 39.0 390 27.0 742 37.6 a4 a M §O"O
10BN 828 Deb 819 670 521 ass 015 521 44.7 086 448 513 4.1 686 41.4 605 341 See 17A 496 71.3 888 342 492 20.1 500 18.6 461 12.7 885 146 471 10.6 668 24.7 486 UPJ X Y Y
111 M 6TA 656 546 503 480 659 443 495 H2 553 42A 187 31'•0 46 36.0 460 72.0 086 34.2 473 241 635 31.3 467 24.0 675 D.1 457- 20.6 665 1L] He 18.0 356 17.4 442 tL
12010 46A 473 48A 473 76,0 476 39.0 426 728 476 317 410 76.5 475 29A 414 26.7 478 20.6 409 228 477 219 104 10.0 473 21.1 397 18.1 176 18.7 387 14.7 470 17.2
1441n 2eA 370 20.1 703 220 730 221 701 18.0 370 10.3 297 16.5 370 17.0 217 �a• d mybO�fNl
TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: p rg�
Anchor Table'(ft) ANCHOR CAP., ,,,,,,
sw.ttale: 233 0-do 3.5k 0- Cmu Fam UW PT M'� bww ( )X\MULLION f-7-)
ANCHOR CAP.,,,
.+rEfee itr6aEleo y10Eloo IW 56FJw 91031001 0128ted 012BUd PRODUCT REVISED
AnwwrT7pe ytE'FJoo UlDxan IM FJm Uft 4 Mtreoon y+C Eko llValon tl4•Ebo Ultrelon AgT.�, Lmnwn AMS„ 8-iris)3-0 5.691071 USE THIS FORMULA TO OBTAIN TWE"ANCHOR as compl In with M•Florida
no
Anchor Cep Paloma
Exl.ace.elMk t" airs 2.12 3vr 1 610101 r 2nrr T suc r 0.48' D9c D.u1' ACTUALPRESSUIREREOURIREMENTFORTHE NORE SPONDING TO AN BulTA-No. •17.0630.01
Enia•n6m T 1.974• I•yr $4W +-we 21 1.114• 1-W" 1•iH" /•1H• 1.114' 1410 r fd/6' 7•y6' 001100
ZA1rcM.®4.101 h.O.Glatsnd.o 60100461 CIp(R9.u2t: 1301. Mo am 430 ego 14H1. TAI. 280110 3341. 4D 104 374 rob 1. 4o1. 3411. "21. 5W roe OPENING,WHEN IT IS LOWER THAN THE MULLION rxplrati.n Date 05126/2021
4 Amha.@ 2.201 Le,.o.c./Bunera fw OReB elb Po•37 T W•a TW•s m be utD 1. 42 709 WA 580 iN WA 030 ru WA Geo 1. WA 602 W eel 6s 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED BY
eAnw..@ 1.15 Mh o.a I6w m aim
CIO Po•/k OW e. 74W Ib. WA WA WA NIA 7W 9m WA WA WA WA WA 1x11. 1770 w n4D 1. MULLION.R WILL YIELD A MINIMUM ANCHOR
4 A10 I-IV M AnOM Cfpe/IF6�67 750109 T800t 0001. +56010+ 18981. 4006 OW•4 WA rho 7101. 5801. 190211. 8921. 06314 11101. CAPACITY L AICH MAYBE USED TO M THE Ml•m m uet-7 fon
eAnehae®r Mn.a.c./plasavl.tAp.11�4.ak n7014 ftta111 rem1. 234070. FiK 0106 6109. WA 11401. 11221. +3701. 2W01. 1022 E6 I=lb mob ADDITIONAL ANCHOR OPTIONS FROM THE
1 Alba.@OAS'MM.O.C,l Iil71p,Ia0.1F6•ANa IRa Tr WA WA WA WA WA WA WA WA WA WA NM WA WA WA trio 1. ANCHOR CAPACITY TABLE.
2 A660w.@x35 M0L O.CJ P•L•74 Po.8T 35Dbt 750001 29006 7031. 41610° WA 780169 WA 71316 WA 4101. WA ]4+1. H214 000100
4 Ano1gr4®1.tY MM.O,CC r-c119 Po•ek 1611. 7001. WA WA WA WA x064 WA WA WA WA WA 68211.9 805160 11101. icer �••- "�{ 1.000'
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE M1: 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 INT:RPOLATION86EVWE`91 Ps pt4E4Tj AI�DIMN OPENING WIDTHS IS ALLOWABLE.
• • •• • • • Baa, I,lCEN4. 4'
MI 3)MILLION ANI'tl�ULLIdNCUF6 SHOWN AOE NQT.V S&JES.FOR E(ACT DIMENSIONS.SEE 4.000'1,01 E0 a137151
• • • • SHEETS 21.2�1`pLES Q�E dkIL&D IIF THE FKLD iOLLAWj4G DIMENSIONAL RESTRICTIONS '4.�• =* N0.58705
SHOWN ON SHEETS 21-91 1FIGUM SHUN SUGOESe•E09APPROXIMATE HOLE LOCA'T10NS. _ •:
FIGURE 5: FIGURE 8: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
• • • • OROUT•FfC ED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL BE �pQ lF�:
• •. •_ _•_ ,� PRESSU EA�2bYELLOWSOUTHER/IPINEWTWfySGO 0.55.ALUMINUMSHNLLBE. - % •''•.;C[t)RIDA.•' ���
808315 IDEA NIMUM Olr.tl�'TMICN STEFI__5_jFlbbS jp MINIMUM GRADE 33 AND.045" 375'T"'f' T ��,�/ONAL E ,
ANGLE C!IP(FIGURES 5&8)MUST BE USED IN PAIRS. INTO METAL 6HALL�T�i'4D S TMRRADS�YQ►ID TIS MATERIAL p10&i7f 2 1"X P X.ION 1'X 4'LI ATS A.LFIL EM 6872,P...
ANCHORS�lTO WOOD MAY BE f EL,1 S.S.OR 4.06.3.••• 'T'-MULLION MULLION FL P.E. 58705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE BA
MuMon CapecityTable C
Opening 9Ncm(wvoacaDy gpwdnA rwAorts)orOp9nln0 Heipht(forhod2orfa9t•-9t7amtrig mul lom) $
e0h 701n 80h 901n tooh 1201n 140 In
]807 •�
600 Trep/Mm9 Red•pW thwdmo. IAcbmvw.r T•p/T4en9. Raef•t•4v TryditWq. ..
1.26"]c def VcWThn4 Reetalow. vpmwq. Remn@M T'eNrnenO. peoten•ler Tepl01en9 ibsenOfiar Thp/TA•19. ReU•1p1ar
1.-annp IOeang L-mg Lee•n9 Lboov LoeAntt Left Loft Loemn9 ladn0 Loean9 Loealtp E.oaArq Lwang LoadnO W.(n0 La1M9 LaeOep ^� e6
6-Alum
Ttube Muff
fnFiliTilmli
qg ThZ� 3� X 8 lWL
421. 170.0 SW 170.0 433 170,0 744 170.0 470 170.0 6M 17.0 we 170.0 992 170.0 Sig 1702 ilia ITo.o SM 170.0 1240 170.0 521 170.0 1468 170.0 021 170.0 1733 17.0 521 157,0 1789 170.0 521
ah 170.0 iM 170,0 624 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 M1 170.0 1275 1702 077 170.0 1417 170.0 Bas 154.6 1940 170.6 6M 192.7 16a 1711.0 MO 171.1 I54t t70.0 MO W J
50.6254 170.0 747 1700 I>el 170.0 M6 170.0 671 170.0 104e 170.0 664 170.0 1195 170.0 723 170.0 134a 170.0 T4) 187.0 1168 1702 799 130.2 14M 170.0 738 /1►3 1459 170.0 lee 104.4 1408 170.0 756 W O
54 In 170.0 797 170.0 b2 170.0 938 170.0 aw 17mo ilia 1740 764 17.0 7276 170.0 003 tem 7375 170.0 1]7 74e6 1376 770.0 858 122.3 1]76 170.0 161 101.8 1370 170,0 M1 81.7 1]79 170.0 M1 Fm=- W LU
l73h 170.0 OM 170.0 701 170.0 7083 170.0 797 154H +1M 170.0 678 1�.0 1t3a 167.{ a]0 1276 11M 176.0 919 1112 1158 150.0 912 927 11M 1444 006 7975 I1M INA 906 045 1160 INA 9M a Z
@71n 170.0 930 1ra0 743 100.1 1051 170.0 650 1772 1051 153.9 6R 120.1 1061 1120 tld 1MJ 1051 1]27 837 90.1 1M1 125.7 030 M.1 1037 1145 832 046 1051 119.1 121 00.0 1011 119.1 82+
Min 187.1 087 170.0 708 176.3 957 151.8 M6 119.4 067 134.0 TOO 104.4 957 1216 777 126 957 ime 767 67.6 975 IMO 709 69.4 957 100.0 750 59.7 M7 M6 746 52.2 ON 049 748 rA Z O
72 h 1247 604 1752 6M 107.3 ea 1142 601 8175 604 101.3 671 80.4 tD4 91.1 MO 713 1104 81.1 690 84.4 894 76.6 843 677.0 sty 723 673 440 OPI ►OA 879 402 901 90.6 071 SS Z
S ]Oh tM.t 722 114.4 630 ►1S 772 WS 618 702 722 117 008 MA 722 78.7 6M 60,8 722 70.3 6M 64.7 721 633 6M aA 772 694 STO 30.1 722 M.7 665 742 7Z2 MS 684 Q
7th 1012 M6 105A 600 84.4 60 M.0 548 729 o 76.6 577 63.3 Me 70.9 7M M2 tM 8475 660 6Q6 6M 00.1 573 422 Oq 54.7 643 342 066 61.4 677 71.8 MS 60.7 736 Z Z X
9Dh M.9 610 M.0 467 54.9 010 57.5 449 47.1 316 60.1 N1 ti2 6/S 44.7 431 70.6 919 IOd 421 3],0 616 7775 422 75.6 516 33.1 413 27.9 615 106 407 1Q0 613 70,1 404 14-... Q a0
96h 81.9 4S] 15.6 404 45.3 433 47.1 397 9e.5 437 41.0 391 43.0 453 36.4 3M 302 457 33.0 379 275 463 70.4 ]T{ 228 411 246 785 18.4 463 24.3 MO 17.0 457 228 ]50 a O
IDeh 76.1 351 M.0 323 316 366 32.1 718 27.2 355 28.4 317 719 736 732 3M 213 270 227 704 18.1 358 20.8 300 15.0 390 1.0 293 X Y Y
111 h 25.1 338 35.8 3M 29.3 730 70.1 3w 23.1 335 26.1 297 2LO 338 232 203 10.6 330 20.6 2M 1T.8 336 10.1 2M U N Q 130:
y
12017 D.0 290 20.3 204 2752 260 236 260 10.9 220 2.9 740 1775 200 18.2 253 iS.4 200 10.{ 249 U, 6a. "•• o >0
1Nh 16.1 201 11.7 IM
TABLE 8B __ ANCHOR CAPACITY ADJUSTMENT FORMULA:
MeltorG TO a ANCHOR CJIP.�,,,, ANCHOR CAP.,,,
f4umUsta z73oDwrfo 5@ aU ____ Paeaf,74U v w0oe ue• (OP,,,)X\MUWONCAP....,,a�9 PRODUCT RIMMED
6115 @.CO V4•SSEko 916•Eko VC 33 P.ko 61051=11 4125fed 003104
AnchOr Thm 5•ta'OmuKum yr Eko L'aneen UNacm 3•+G E)cou0raeon yr Ekoum m AggvG00r Ut-- Agpe Waor suety(m}5rm8 P5) SCIsr(CS) USE THIS FORMULA TO OBTAIN THE"ANCHOR as compMt49 with the Florida
AncherCAp Pattenit HOA-No.
Coodde
EOpedrtante 6nT 1• 2•t/? t• 2-vz at/e• t• 2•vr t• 2•vz z Sfler z o.4e^ a64• oazo CAPACrrYREQUIREIYCORRESPONDINGTOAN NOA-No. 17-0890.01
Erfoe0nelt tyr +y4• Tyr 1y4' z 1•v4• t•vs• +•vr 1•v4' 1.114• t-ur 2' t-318• lyre' t•k► ACTUAL PRESSURE REQUIREMENT FOR THE Expiration Data 0512612021
2AM @4.79'MInaGiman6WorOAMDIP6` IY 3mm 497m B►0 1 8n om 2m 964m 4D roe 374m m m 9/1m m 550m OPENING,(ROMT ETABL )OF HE THEMULLION
4 AtahOm @ f.7T MIM1 O.C./9tafan0(m Or6e1)Cq 010 2k 4M Tao N!A WA NIA 700 to N/A NM NIA WA WA 622 m 645 b 1120 Sri CAPACITY(FROM THE TABLE)OF THE SELECTED
4An:ra7@SNin.o.c.I LZ)216 Ar9rcgs/ 87 Teom 780a 65o a» 1500m �JVA
95_ 640m 6tn as Na 7W Its lam 600176 7892m Q2m 086m 1120m MULLION.IT WILL YIELDAMINIMUM ANCHOR ey
l Arcron @ 0.[5•Mtn.O.C./ULtlp,010 727 Aeu+.(Pt9 4T WA WA WA WA Np WA WA WA WA WA WA WA NIA N A 7490 m CAPACITY WHICH MAY USED TO QUALIFY Mian a ro Yc ntro
_ tArcmr7PaIpT195i tmw linos n5m 44314 a 9a 136m loom ]n ma 9oia te7m 332m 479 me 770m 221ce 73om ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anclfas 1.76•WM1 Y.CIP 5I 240m Sb Bn NA WA WA NM t00m NIA WA IYA WA 17tlt 341 to 442m Q60m ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
F^1250'--1
FIGURE t: Fl)URE 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. \1411 t i I i 1117r
2)LINEAR 84T CR►OLtIT90N B"E.A1jILL LF§GT9 AIR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: *! 3.185' ;:Q?.•'• F to-
ANGLE
.
3)MULLION�MULLIOR CLIP!OH4'JY2N ARE�IOT�'O yCILLE.FOR EXACT DIMENSIONS,SEE f
ANGLE '.• ) '
SHEETS 21-23.FpLEStQBEtRIL4-ELVIN 1H[Was FOL60NNG DIMENSIONALRESTRICTIONS T1•; No.`•'8705
CLIP
E USED MUST
SHOWN ON46WEET!Wjr F %IES%0*SL9GGIIBTED,APPROX)MATE HOLE LOCATIONS. 265.00
IN PAIRS. _ :(/(
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND �. .•��
GROUT-FAZED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL O,�•.• VITE .(V`
FIGURE 4: FIGURE @ FIGURE 6: BE PR��������RE-jjR TED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE F F[On1DA,,•'G�C�� _
• - - - • 8063•T4ANQ BC'�IMUM OP.124'TRICK STEE►BIDS TQQ BEAMINIMUM GRADE 33 AND 1.25'X 3.158•X.26T MULL
ION s%•••••'•••• N
.045'TYICW(18 O E).S iURA!L STEEL TO BEAT LF1/S`T•125'TFBCK AND AM ALL (1.1/4'VF MULLION) i tS'/ZONAL
�'1 11
• ANCHORIII INTO t TAI IiA A�LEAST 3 @CREME nWEADS BEYOND THE MATERIAL 7/1 1 1 11111
• #70 81112 fNCHOR•INTO Y QM BST�L,iS•S.S.eR 460 S.S. A LYNN MILLER,P.E.
• • • • •• • • FL P.E.#58705
i
• • • • • • • •
Is •
TABLE 9A
M611IbnCa Tlbla 6arttz w
opt nina 14Md81 Oft v6dIuI1"•ePmllDna m aom")orOpanlna HalaBt par h6A16nt a*4Pltl6na mlkone) f�
Gob app 10h BON 90h 'Go 1. 17D4 f/Op Imp p
WN.nWIW T Wl/0.r4 R.NmpdW. TnP/TSNg. R6NmpW Im MnO. R.-WAS, TOp'Ilima RS waunr ID10"i'm tt.efWgO@r it.pRn4.a Iiote0015W T,L dhgO• Rglmaeu TnD OW-ft RN t T1L.Wk q.
1."x325 L"ft Lim LNCOia I"ft U.d1• 1--ft Laf6W Lo.5f0 L--*Q L.S" L-ft L."M -yp.lNOsgg ladYyp¢p tu.danyQDB. yD}Lo.d,q? yrp Lwdsyaa4 +naJM g.if
k.100 {} § '7p§tB6yyqSgoy OBgO� � �AIOm.TunNah1h OO� OO 09 Z id 5 i2 3 3 .7 ZBt � $ o
42p 170A 62D 170.0 439 ira0 1N 170.0 ne 170.0 106 1700 606 170.0 N2 170.0 618 170.0 1118 170.0 677 18].7 1118 116.0 621 127.7 71M 170.0 611 1035 LI 11 1760 627 as 1118 170.0 511 J =
NN ITOA 708 1ra0 QEI 1760 850 110.0 Bal is? 878 170.0 B9p 7461 078 170.0 m1 190.1 ae 170.0 {T7 1173 878 171L0 660 07.8 876 170.0 N 87.6 810 170.0 TAD 713 876 770.0 810 - ? 0)
mA164 170.0 747 1760 mJ 170.0 681 170.0 mt 160.1 821 1ra0 m4 131.6 827 1066 708 1179 027 160.1 888 IOSA 827 160.3 896 619 817 166.5 WO 78A 827 IBB.] res 6S9 727 166! 608 m �
b/p 770.0 7W 170.0 012 104.5 mA 1760 681 133A em 16].8 W7 110.8 Ne 111.6 1760 IQ&* 668 134.0 IBB 017 ON 148.6 861 77.] 680 11L8 662 N2 866 17aA [52 67.9 668 1188 884 m O 0)
K O
mp 1N1 7N 1618 831 1744 746 1319 070 102.] YN 117.0 fide 88.6 740 107.8 688 78A 7N 101.0$31. 31.
1N 08.6 667 00.7 7N 09.7 fie] 512 7N 976 sq 44.0 748 V3 $29 •� M
574 127.1 07I 1310 670 1011 677 1192 688 80.{ 977 100,4 066 17.3 677 81.4 6N 667 677 61.1 677 81.0 534 51.9 677 77.0 ass M.! 817 78.7 628 98.7 677 Tal 820 2W �O66h FOIA 017 iN.1 630 88.7 611 WA 618 78.0 6i7 Dai 608 672 817 78.3 N NA 617 Tia all 86.7 4m 44.6 617 61A {DS 9DA 871 63.7 462 310 017 617 482 (�,'MN 128 Ste 87.1 4m set 618 742 4N 682 510 66R 432 866 616 68.8 426 46.1 b18 W2 616 30.7 41/ 946 318 488 100 28.8 N0 /5.0 406 118 576 160 469 L ?76N Ll
70A 163 717 406 60.7 466 618 908 m.] 4m 649 380 Ilt N5 N.4 781 -.2 483' 463 N6 421 974 184 106 Y3 967 ri.! N6 m.6 1A/ 420 NS !e1 ]tl taB = Z
714 611 441 66.0 981 843 441 61.1 JM IaB 441 606 372 40.1 N1 46.4 980 382 U7 {1.6 ]00 926 UI 36.7 996 272 Uf 9le 918 133 N1 53.1 946 204 Ut 927 946 y Q
- m4 42.1 792 47,8 215 964 7]3 97.6 see ]Oa T. J2] 904 26.5 b3 28A 280 73,8 932 241 178 1t.2 379 24.7 212 17.7 392 21A 260 16.2 932 10.0 162 73.9 !72 /D] 280 �
00 h 96.0 101 318 260 941 101 30.9 256 16.0 201 264 252 21.9 181 216 210 101 101 21.3 244 17.6 281 10.4 241 W 201 17.1 296 12.5 191 15.6 ]J3 Z
1064 _!LA 430 261 200 Isis 230 21.t 206 173 290 tai 201 16.4 290 161 101 �
1114
VA YiB 217 191 160 470 IRA 181 lel 216 IRS 191 14.1 210 14.4 186 N M JI
12oh 77,0 187 142 110 143 167 16.3 761 W
x Y SC
Q Q r O O
IL 90
TABLE 9B ANCHOR CAPACRY ADJUSTMENT FORMULA: &� •D:
-
An hOrCirpacIty TahM Da ANCHORCAp.,,,,,,,,�,
BWtbale: 2 ca7swt. 3.5k C... cn Fetal q01_ M VY..6 blalei (DP_)X( ).ANCHORCAP_
1108SEtco 5nCEb0 1/4•SSENO a/o61.e1 8128pd 512eted MULLIONCAP.,,,,,,,,,, PRODUCT REVISED
AroMrlyp.: 31I8.Om Uttaoon n4•Ekb Upf.m % � 3/iC Elo.UluOat 1H"Eko UNneo. AOOiaCeW Uflt n Aw.0.1ar S.fe+1�)SCM p6) S.nnOrA) USE THIS FORMULA TO OBTAIN THE'ANCHOR ea compryryinYy with tM llorid•
Anchor COPP6ttem6 BN1l ZIT'2f
EtlOe DYkaoe 6n7 +' 2-vr r 1.112' 3-Vr r 2-vr r 9•+? r stm• r o.4r E_ -
63x• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No 17A830.01
E.drtlrmnl 7 tau' 7.44' 1.44• 1.314• 7 1-v/" 1.174' t-tu' 1.1)4• 1.1)4• 1-tl{• r +are' w4. ACTUAL PRESSURE REQUIREMBQT FOR THE
2 4.75•Rlst O.a 1 alm4em a opal t21P .tI 566 a Seo ma 460 2• apo ms 16N 2ro m6 2�01Ak m6 7401W 37 me 684 ma eN IN xt m. sm is OPENING,WHEN IT iS LOWER THAN THE MULLION p.71p1t•Uon Dak• 512 612021
_ 4 Anebna Q 1.16'614,o.a)sl.a.e(aroS..0�P fFN-22 46p t�R. WA WA WA - WA Sao U. WA WA WA WA WA M m' 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
IAro I- @T wAO.C. T!)L!AnpN/Xp./FII.77 DDD as lea ma 6m'De 16mm. +808 6/D me 560M WA 7m n+ 7N 5• am 1882 ms 052M 1120ma MULLION.IT WILL YIELD A MINIMUM ANCHOR sy
SA101fOn®OMI')An.O.C.IIFGtp,4m.10PAlun. •/k NIA WA WA WA WA WA WA WA NIA WA WA WA NiA Om lb• CAPACITY WHICH MAY BE USED TO QUALIFY NBam o on
1 Arohbr/ ffl/•6k 145 a las ba tri ro M6 0» 812 m. 136 w /4o w 177 m. 970 fee tel me 332ft 473 Ins 170 be 280 me ADDITK)NAL ANCHOR OPTIONS FROM DHE2Atubm A I.IT MtC O.C/ 6-10.6j 240 At Sao eu WA WA WA WA 79p b. WA N/A NIA WA WA 941m. 5m M ANCHOR CAPACITY TABLE.
TABLE NOTES: I- 1.250-1
FIGURE 1: FIGURE 2:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
. . ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION W"EEW Mly.l LEVGTHB ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIG E 9: 3)MULLION AND M ION CLIPSOSHOWt6AR:N4T ,TOR EXACT DIMENSIONS,SEE 3�0. 3.260" tyCENgF'•,C'i
ANGLE SHEETS 21-23.HOLES BE SF�J.L4 16/TH16FRWD qpW WIW OIMENSnNAL RES TRICTK)NS ` •' ,�(a�
CLIP MUST SHOWN ON SHEET#Zts23.EIjjE5'SH @W,UGDES-WD,�.PPR�tATE HOLE LOCATIONS. _ NO 38705 '•�'
0 BE USED • • •• _*: �.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
IN PAIRS.
GROUT-FILLED CONCRETE BLACK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL '�
BE PRESSURE-f EATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
FIGURE 4: .FIGURES _ _ FIGURE 5: __ 43003-T5 AND D,j11N& OF.100'CHICK.STEEL STU BE A MINIMUM GRADE 33 AND _ - �
•
LOJIO
.OA6'THICK(13 GE}. TRUCTUlS4L 3/TE{1 TOBE AT[1�EjQT 1 ICK AND A3&ALL .100' .100' J,i t�s7•'•:�ORIW,',.•'•\�.�``
ANCHORS INTOdA TAL MALL JXT&, AT LEASIF 3 SCRE%THR%DSDEYOND THE MATERIAL I2S'X 325'X,100' 1.25'X 3.26'X.I1Xr ����SYONA
#10&412 ANOiIORS INTS WOOD M@`rV StEEli18-S S.S.OR 410S.S.• MULLION FOR MULLION FOR 1/It, �kyi11
• • • • •• • • FIELO•MUU.ED UNITS FACTORY-MULLED UNITS A.LYNN UIh!L' R P.E.
• • FL P.E.#55705
• • • • • • • • • •
TABLE 10A •ll
ww2anC•pad T•bi• earl) �
Opening Width porvedio tapemin2 mulom)oropening Height(Ibrhorimrda"pawk1p md0ons 3131y((p
6010 70h Nh 10h 100. t--in fah 160h 31 _
60 h q1
126X,126 Rtctwr9uLr Myrlwv. R4CBrW TnpRdw Re"pow TRp?deq. R.1s.9ar Top/rde"p. R.O..gdtr Tnpndng. Renupula Tnprrdif. Pd-4ultr Tnpllhrg. R•utn7dtr L•pRr'Xng. Rtlleng Trap?rNnp. e
LtWOLAn; LmdNq Ladng LWhp LOMhO L04dnp Lwdi• Lstdnp lt•dnB L99a^O Letd'eg Laodiq Laadhp lmdhp imdhp LwdhB LoadhO lOtdlnp s7E 4'
X.6.824
AI1Wt.Tubs .?J' F £ �E'_c $ $ §'.. £.. & �' £ 5_ I
3' T1114
�' £.- �' �'., ti e_ $ a_ s 1 s".. Nawglan � r9 F a §� W 1r� @a8 § §uu u 47 u u u u6- it,
uY u u u u u u u u u u ulii I- � �1 � 11I iI � - �1 1 � � � ��a3 gas 86- �a aa � a � �a �a3faa � a ag o =
Atm 170.0 820 170.0 4]5 170.0 71! 170.0 ATI 170.0 Old 170,0 606 OB.B 992 170.0 619 110.0 tilt 170.0 671 Wb 1240 170.0 521 170.9 1188 170.0 621 170.0 1736 170.0 571 170.0 i9O 170.0 621 ? y
46 in 170.0 700 170.0 571 110.0 050 170.0 "507 170.0 897 R0.0 OO 170.0 1191 170.6 661 171.0 1275 1T0.0 877 110.0 1417 00.0 6W 179,0 1100 170.0 4N 169.7 1919 170.0 610 P0.6 1470 170.0 8W _
S0.C25 h 110.0 741 110.0 6O 1704 196 170.0 637 170.1 1010 IT6.0 601 110.0 1198 178.0 723 170.0 1716 170.0 7U 00.0 194 170.0 is$ 179.0 TIO 1710 IN 1526 1077 170.0 766 1716 1871 170.0 756
Nln 170.0 7BT 170.0 812 110.0 966 770.0 691 170.0 1118 171.0 764 170.0 1116 170.0 IO 040 M71 110.0 037 00.0 7541 170.0 060 1664 1760 170.0 901 134.1 1169 170.0 181 117.9 1753 170.0 N1 m O W
min 110.0 N6 1I0.0 301 170.0 1087 170.0 797 110.0 1M0 111.0 870 170.0 14fI 170.1 ON 761.1 1611 1TOA 988 115.0 1611 170.0 1073 130.8 1511 110.1 100 103.1 1511 TI-to t0O 00.6 1611 170.0 1Cfi] W (�
13 in 170.0 816 110.0 745 170.0 1111 170.0 850 170.0 1302 171.0 910 15th 1770 110.0 1016 1799 1770 770.0 1076 125.3 1370 1614 4087 1MA W70 155.9 1972 p.6 W70 1661 1070 701 1770 tES3 1070 (� 4. •ate
E61n 170.0 974 t70b TN 170.0 1189 179.0 BW 154.5 1148 171.0 1003 176.1 1210 70.1 1017 171.1 1210 117.1 7000 109.9 1218 W9.0 9O 80.9 1248 1WA 970 17.8 1711 128.0 06 68.1 WIB 179.0 976 Z Z CA g _
J am 761.1 t0d8 170.0 178 W8.! 1019 1592 692 118.0 id9 192.1 176 101.9 td9 +18.1 BN 939 7d! 109.7 019 919 1019 102.7 078 N9 1048 91.9 128 09.9 1610 01.3 120 624 td9 11.1 020 W 2
761. 142.7 811 UTA 922 171.0 041 1286 6-06 101.9 577 1111 791 89.1 941 1W.e 777 79.7 811 91.7 166 71.1 911 04.6 76/ 816 Nt 77.1 7N 01.0 961 41.0 771 N.8 Nt 77.7 736
K Z
tlIn 172.8 Be4 WT.1 7p 110.0 191 1109 767 94.3 891 10L1 763 12.6 891 91-0 747 731 894 91.1 136 88.0 894 71.7 721 06.0 991 TO.i 707 17.7 NI 87.0 701 41.] 991 00.1 699 C1 {� _
Win 15.9 671 08.7 680 71,6 til 71.9 586 614 671 65.3 67d 67,7 071 502 680 47.7 611 629 ON 43.0 671 41.e 651 ]60 671 17.1 O9 70.7 Bli 79.7 571 76.8 871 315 621 Z 7 (D a O
4tm 70.1 980 729 627 69.0 00 VA 618 60.6 6W 63.4 605 4d.3 6W 17.6 6C2 39.7 Egg 1].D !N 76.1 6W 39.6 IN 708 6W 34.7 177 763 690 Sib N9 32.1 590 294 161 N Z6-°.
1N in 9.7 166 W.t 421 114 106 N1 411 755 /H 91.1 AgoW31. 449 711 102 21.6 106 79.7 796 17.9 6-8 27.1 ]01 241 4M 77.6 902 174 168 219 716 105 166 105 710 U)LU M1117" 46.0 N1 40.7 100 30.2 Nt 391 393 32.7 N1 34.1 387411 30.2 392 20.1 111 271 778 2299411 21.0 343 IBA Nt 187 756 114 NI17.6 751 30.2 NO 719 339 25.8 776 26.8 334370 27.7 329 20.1 310 27.7 336 it.l 319 I9b 921 101 310 10.1 714 4 H N
Nlln 21.0 262 211 212 17.6 262 iii 239 10.0 262 167 270 U Q O
TABLE 1� ANCHOR CAPACITY ADJUSTMENT FORMULA: 402
Ca � � �
MchorC•p•olty T�b1e(Ib•) ANCHOR CAP.„,„,,.. _
sumvt 2.7tCOn[ aeecax. HmowCu Finawdcmu fTweoO I4ad (DP,)X( ANCHOR CAP•,,,
S198m v1•SBEIa alaoco vrs9ow #aslee mzstga al2atwl `Mt1LLIONGAP.,,.,.,,,, PRODUCT REVISED
Avow 3116-Hw taram yr Ecouurxm uwacm 3116"eco utrsm v4'ExOLwKw AggeGld Uawm Aggg"Wd r S-w(p)bau7(06) Sc=105) USE THIS FORMULA TO OBTAIN THE'ANCHOR as complyingwith the Florida
ARChofCllp P•tmmfiCORRESPONDING TO BuildinGod.17-0830.01
EA a9unco n r z-vr 1^ 2.112- 349' r 2-Vr r 2-ur 2- sur r o.4r o.ar 0.934' CAPACITY REQUIRED' ORTHEN NOA-No.
EmroaneM 6 1311^ Tara w4• tart r 1-w• t-11M 1.114• 16-4• fade 1.171• 2- 1.314• 16-16- r47r ACTUAL PRESSUREREQUIREMFNTFORTHE ElcpitationDale !26/2021
T 01.7@'MIn O.C.f Btard•Oa Oaeel Cup lRp.1 3m 9m 0x: 4•A 119 emb td4IX 2701, leo NX 96/Im 7401m 6-74 s 73W 9n 6-/a m/ 941iw A 9X 1160 On OPENING,WHEN IT IS LOWER OF THE THEMULLION
-UR-
4;=-®1.1Y MK o.c 7 s1a1tlN aea9 CBp pip. !B]bs 7m In WA IUA WA WA Sao Its WA WA urA wA WA 6e2os 055 0X 1121 eX CAPACITY(FROM THE TABLE)OF THE SELECTED
lArOMa®SMm.0.4/m�0 A7GeOM/("G7 MORS 78D in 6N tog tam NX tens of 5408, 56°10' NM 7m tin Tie 979 6-00•e 1992 mil rd797t ass 96- 1+209, MULLION.IT WILL YIELD A MINIMUM ANCHOR ey ���
9AKOa7®0.51'MK O.C.f U{7M),M0.164'AAXIL q.! NIA WA NM WA 'tUA MIA WA NIA WA NIA WA WA N/A WA 93006- CAPACITY WHICH MAY BE USED TO QUALIFY I a ro •ct Can
fArctarlFcp4619. 193 n9 t95m 225@9 N69X 6-229, /36111 taint tnwt a01m 1679, 3729, 4790e 17oibs 721.0 zeom4 AODITIONALANCHOROPTIONSFROMIHE
2 Anclan®1.19 MIn O.G/F e. 297 nS 3m 9e WA WA NIA NIA 7 W 9X WA WA WA WA WA 91110' 442 W 6m 86- ANCHOR CAPACITY TABLE
TABLE NOTES: 1.260-1FIGURE 1: FlGURE Z: 1)SEE SHEET 1 FOR WSTRUCTIIDNS ON USING THE TABLE9 AND SHEET 25 FOR INFORMATK)NON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.FIGURE 3: 3)MULLION AND MULLION CLIP9 SYOWII AQE�� 9 FORE:6lCT DIME1g51IXJS,SEE 33]14
ANGLE SHEETS 21-23.HOLE&O BE DRILt7ED INfW FIFLD O O O,IMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21: flGUR26 SNOwBeUOGFATEq VATE HOLE LOCATIONS. No.58705
CUP MUST BE UStro ••• ••• • • • • • • •4)SUBSTRATES:CONCRETE&lit CONP&M TOACI3At1 SIC-C61CA170NS.HOLLOW AND1N PAIRS. GROl1T-FI11F0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Gfl(1.WOOD SHALLBE PRESSURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE4" ' ���•. STA •(V��
FIGURE 4: FIGURES: FIGURE 6: �(f3•TS AND BEA INIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND % '•,,"ORIDp•�;�''���
• . - .045•-THICK(18 .&RUCTURAL STEEL T04BE AT LEAST. 5'• CK
AND 436.ALL - i s
ANCHORS INTO ET S EXTEN&ATlEA.*T 31SCREW TF{)q§IgYOND THE MATERIAL 125'X 325'X.824' 1.26•X 3.25•X.621' 1 ZONAL IC\;k%
#10&912 ANCHORS INTO OD AY�F TEE.,106 S.S.OR 610 S.3i e. MULLION FOR MULLION FOR /j f f t[�l 1111111
T i • • • • • • FIELD•MULLED UNITS FACTORY-MULLED UNITS A.LYNN MILLER,P.E.
• • • •• • • • • •• • • FL P.E.#58705
• • • • • • • • • •
k �
TABLE)1A Uunlon Ca ally Table Pbaffle) 6ce d
_ Cpsnb10 Wdth(bf vaRkt>IyspeDaloC mu7oore)OrOpenhlg Hal Oht(brhDttopi01ySIlOMd7B Moore)1211. 160 h a
50 In 601. MIn soh 90 in 100h 110h t
Ibe7.npvar Tr0pRA9n1• Raelenpds Tr4plI q Rainnph TnWfAsm. Ra01s b, TnpiTd.% Ranunpular Tmpin-p. W ula+ Tn� -ho L Y T Mo Mnan r T�F R �n TipRneq.
1258'94 Llade9 L7adinp LaOdiq L..*O 1--018 Laaft I.aa6n0 Lamp Lugwl
z.eu
Alum.lube ; g_ a` 3 �' z_ $ €_
Twit
TI -1112
� 3 a$Til
T1141
Talelt
$ ;d i 3 � •a IgMuman i p� }g f� a' ! 11 Uu u u ua u u u u u u uv u u N �S
as �a � fa 22 �� fa 3a �a 3a fa � sae fa 3 �a ga 3s �a J
/1M 1ro.0 130 1ro.0 136 Iro.O A4 179.0 171 +70.0 86f MA 500 IM-0 092 170.0 610 110.0 nt0 170.0 621 170.0 1210 170.0 621 1roA 14m iro.0 621 fl0.0 173- 170A 57.1 1ro.0 1917 170.0 621 v� 7 �
10 to 1ro.0 Toe t70A 624 170.0 850 1ro.D set iroA 912 170.0 q0 1roA 1119 tro.7 887 1TIA 475 iro.0 071 1roA 1417 171.0 600 iro.0 neo Inc m0 170.0 1987 1TOA sea 170.. 3717 170.0 6m to _
'o p
50.68 h 170.7 7A7 iTOA 603 110.0 090 1780 631 170.0 IWO 170D 064 170.0 1166 170.0 773 110.0 1366 170.0 T41 170.0 1480 176.0 TEe 110.0 1763 170.0 751 170.0 2WY IroA 161 170.0 2791 170.0 766 O m O
a c9 ltJ
Nin 170.0 787 n00 53 1ro.0 %6 1780 691 170.0 1116 110.0 7N 170.0 1275 170.0 107 170.0 U34 1780 837 770.0 1691 170.0 BE6 170.0 1917 1780 881 n80 72]1 170.0 101 7642 440J 1 H
601n 170.0 IM 170A 701 770.0 10-3 1700
-TV-? 110.0 1740 170.0 ne 170.0 1417 170.0 f14 170.0 1594 im0 t% 771.0 1771 110.0 1033 110.0 2125 1m0 7063 1483 3M] 171.0 1067 m/ 2+67 710.0 1089 W
it In 170.0 f70 170.0 745 170.0 11 t6 170.0 tl60 170.0 1303 17].0 fib 170.0 1186 fro.0 1016 170.0 1673 1140 1078 170.0 7859 110.0 143 166.8 3060 tm0 1169 T3L5 3000 170.0 1171 117.7 2060 170.8 1171 G f].
MIn 770.0 911 1700) 169 170.0 1169 170.0 961 1ro.0 ISM 179A 1002 170.0 1651 1TDA 1608 110.0 1753 Inc 1155 170.0 1918 170.0 410 113.0 1966 170.0 1375 42A 1866 170.0 488 10/.2 1%6 170.0 466 W �� 17
J 7l In 170.0 1007 770.0 ITI 170.0 1276 1}0.0 1009 170.0 fdm 170.0 146 im0 1700 170.0 436 154.1 TT31 Inc. 4115 738.7 1731 1649 1309 115.6 1131 166.! l]N l9.1 1731 15DA 1163 847 1734 iN2 1352 = D Z
T61u 170.0 1132 1roA 9T 170.0 1710 170A /0e0 iM5 1556 170.0 1205 147A 1666 1%2 7296 1341 1556 161.5 1266 1179 1556 U1.3 181 l8.3 1666 140.7 1729 M2 fE56 1223 419 717 1656 127.2 1211
'� 781n 170.0 1tfi1 170.0 967 170.0 1784 Mn 1116 155.! N77 769.7 7745 179A tpT 153.0 1124 412 U77 1391 1206 109.1 UT7 129.6 1191. 80.6 U77 116.1 1165 779 4177 110.0 1168 692 1477 1099 11N O l- N Q
N
90in 7420 1110 14BA BOi i1BA 1710 127.0 90 101.6 1170 1079 961 00.0 1110 947 971 78.8 1110 /7.fi 92J- 71.0 1110 m.7 9:0 599 11:0 71.7 887 {0.7 7110 66.1. 011 NA 1119 82.7 e70 ? Z x Z
%In 177.0 976 7203 873 87.6 675 1015 868 87.8 816 109 002 712 976 70.5 R! 16.0 fib 712 811 645 875 UA 107 46.3 976 67A 789 /1.1 !TJ 523 7Ti 76.6 975 48.3 7f7 00..
t0eln 1x2 771 NA 63e 68.5 771 m7 666 61.7 771 613 671 51A 771 N.3 iM 15.7 R1 N.0 655 41.1 711 439 M7 31.3 771 m.9 631 79A 771 36.0 631 267 711 32A 14 t7
111 in 70.7 Th 779 091 111 7J0 640 860 N.7 730 68.3 MO 47.7 780 49.9 831 42.1 770 ISA 622 91.1 730 41.1 6U 31.5 770 31.6 6C0 27.0 130 ]1.9 N9 27.7 770 8.6 611 s X 1'
t201n 59.1 G24 81.0 569 49.9 624 61.2 660 42.8 624 U1 652 11.6 824 39.2 341 733 124 359 637 30.0 67A 32.2 671 75.0 67A 27.7 610 21A 624 T4.- 500 te.T t2/ 723 mt U N Q O O
iMN 30,7 477 75.1 400 28.9 433 294 796 24.1 AA 25A 330 21.7 477 224 306 193 Ila E0.0 781 17.7 473 tA2 7Ti Q �- Z En 1n
TABLE iiB ANCHOR CAPACITY ADJUSTMENT FORMULA:DJ � �h
Mehortapaehy Teble(IW) Norow elAu F-m�u Pr1v96a meld (DP)X(ANCHOR t:AP.,,,,,,�,\ ANCHOR CAP.-
-2 7k
AP.-
2.7k C8 iah, 15k COnc. NULLION CAP,,.,,,,., PRODUCT REVISED
5m(r E7t0 yr 33 ECO gtg"pco t/r 3S 000 f10 8tetl e12 Stf.1 e12 Stmt aAN s eompl 77�ryy with the Florida
AMrar type SiB'ECO LMmon vs Em0UNmw t70Mm 3•t6'Bco lA6cm ur Bcou9acm /aA¢eGam wdcm AO6MWo, S6R7r(05)3craa(LIR 9CIea(G6) USE CIT REQUI ATOOBTAINTHE'ANCHOR Buildin89ae
Anehor C5p Petbms NOA-No. 17.0830.01
Eo¢datarca n t• 2-v2' t x•vz S1le• t• 2•v2• t" 2-v7 T, St/r z o,4e• 0.04' 0.37A' CAPACITY REQUIRED"CORRESPONDING TO
�� +yq• 1dr l3'4" 7.9'r z 61:4- 1-vr 7.1W 1-vr 1-114• Mir 1' la'B' tam• tyles ACTUAL PRESSURE REQUIREMENT FOR THE
2 MemOre 73'Oon o.c.I Sf0Me0 a obeli Cap ff1a tT 390 m 300 m 4Y/m p0 b9 1611 m Som 3m As 3N m b 37410. BM o. Og6lot Was 442109 MO m OPENING,WHEN R IS LOWER THAN THE MULLION E.Pirwtion Date 08/2612021
4 ArcOan®t.tE"Nn o.c./estwom tr a 5T Iao m 700 M. NM wA NM NIA leo rob wA wA NIA wA 17rA 6e2 m ee5 m nx1 rA CAPACITY(FROM THE TABLE)OF THE SELECTED _T
4Arcroo®9•Nn o.c/(z)as atlOh ClPff0au 3) 7mm
--FOD-W1 tA01b1 156011. 18051Os 5405 5m 119 NIA 76007 7455 leap+ t0i28s m3m omm nrom MULLION.IT WILL YIEI.TOAMINIMUM ANCHOR Mlom-0 Product Control
q Arc110r6®0.56"Mm,O.C./U Gip.010•100'A0a14�T4 WA WA NA WA N/A NM WA WA WA NIA WA IDA NIA WA 457 m CAPACITY YIHICH MAY BE USED TO QUALIFY
1Arc10r7 Fd:lp Wa S) 1055 105 ps 7765 Wim BYm t9bm ttl m/ 177 an 3700. 1875 3325 473Ca from 7215 2605 ADDRIONAL ANCHOR OPTIONS FROM THE
• 2Mctore 1.79 MnO.0/FL1 177. 210 b0 350101 Ntk WA NIA NM Ego is EUA WA NM WA WA Utm 442 b. 3805 ANCHOR CAPACRYTABLE
1,256"
FIGURE.I FIGURE 2 TABLE NOTES:
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • aY LYNN
2)LINEAR It4iER•POLFIT(¢I B�TW�F11 td1lLL l.£lIGT�I3 ANQlQR OPENING WIDTHS IS ALLOWABLE ��� 0�••..••
FIGURE 3: 3)MULLION AIR7 Ml1LLbY CWj:HO N• w019TOWALE•FOR EXACT DIMENSIONS,SEE 3•
ANGLE SHEETS 21.23 IbLES T&BE�RI�I.EL IN FOLLOWING DIMENSIONAL RESTRICTIONS P' '•,
CLIP MUST SHOWN ONSA)_ETSRf2%.FIGIIi�S SFj SI�.,GG TFW)`1APROXIMATE HOLE LOCATIONS. z*: No.58705 *,=
BE USED
IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �TE :�L GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL OFIGURE4: FIGURE 5: FIGURE 6: BE PR ,URE- TED YELLQW SOU);}iERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE meq• O�•., 4-
60637 AN BE ARdINIMUA10F 100�T I K.STE&91005 TO BEA MINIMUM GRADE 33 AND j %,F FC ORIOI'
18 GlNGE).STRUCT JR/�S TOB AT LAST012W THICK AND A3&ALL �SOf''•...•••••''����
• . ANCHQR TO t ZAL9HALUEXTEMD�LEj&ST 3SICRE1a�EADS BEYOND THE MATERIAL A. ANAL E 1k�
• x10 a x17ANCH INTO WcgLVMAN BOSTER3 1 S. 0 SS. 125•MUILON.6zq• A.CFI�P.E.Ii 58705.E.
• • • • • • • • • •
TABLE 12A ss
• MuMon Capacity Table a.V) 8
OpenlllpIAfldth(wvervcokspsMrtgmd94rt6) palling Nrdght(brb3r1m195tpepar911rgmwens) L'
Mh MN 70h 00 in 001. IODb 120h 740h too In
Tn r4cla lie, t'reORMg F4eww. 7npmWp. rwewolr 7Te1dm•q. 1Me•1•Nd•r TWMV. wtmpW 714PM141q, P-Wo f2' M-011119 F«area{s TrePrTd•f0
i0tttnrodr ttsv6l•q. Fectoptr p7hWq.
2x4x25 Laeft " Lmd-v so0•rp la•dn0 lo•dn0 IA•d69 L•eay l•sd1p Indrq L•edrq 1o•00 toa09q loed69 1•ood09 Lendn2 taemtp fAamtO QY L
iia ewe° �T111
� � � � � � � �!, '¢ 'j{g1' ]1 .y(� F${ N id �ffi" Zd Gdgd S Z d6 Z d 5 cS i Z �L7 Is U IW
12h 170.0 620 1740 435 170,0 744 7740 475 170.0 600 7740 509 170.0 Sip 170.0 610 170.0 1116 170.0 521 Intl 1240 170.0 621 170.0 1486 170.0 521 170.0 1730 170.0 621 1740 1903 17070 621 0 _J 0
16h 170.0 7W 1740 SN 170,0 550 170.0 651 170.0 962 174o 930 17MO 1133 170.0 661 170.0 1273 170.0 077 170.0 N17 170.0 680 '170.0 17110 170.0 eso 170.0 1983 170.0 680 170.0 2291 170.0 960 _J y
m W O
60A25h 170.0 747 170.0 563 170.° 666 1740 e7t 170.0 1048 17070 661 1740 1190 1me 7b 170.0 7313 170.0' 747 17070 1404 170.0 709 170.0 1701 170.0 700 170.0 2092 170.0 71.0 1740 2-381 170.0 769 0
64h 1700 'N7 fTOA 612 170.6 956 170.0 601 170.0 1119 tTU 760 170.0 1276 I740 607 170.0 1434 1740 N7 170.0 1094 170.0 606 170.0 1913 170.0 661 170.11 7131 170.0 891 170.0 2350 770.0 687 m W
eo• 770.0 903 170.0 701 170.0 1003 170.0 797 170.0 7210 ITOA 576 170.0 1417 170A 914 1740 1504 170.0 096 170.0 1771 170.0 1031 170.0 2125 170.0 1083 170.0 2479 170.0 1041 teDA 26M 170.0 1063 � F � Z
qh 170.0 930 7 71b 170.0 1119 170.0 640 170.0 730 170A 9M 1m.0 14M 17°.0 1015 170.0 1571 170.0 1076 170.0 18659 170.0 1122 1740 2231 Mo 7199 1047 255] 170.0 1171 1449 2653 1740 1171
y 6Bh 170.0 974 170.0 769 170.0 1189 170.0 000 1740 1384 17070 fOCQ 170.0 1669 170.0 1M6 1740 1763 17070 1153 170.0 1°N 1740 1210 170.0 2338 170.0 1276 16170 2437 170.0 1218 13270 2437 1740 1268 = N U
s 72h 1730 tom 170.0 870 IMA 1279 1740 1000 110.0 14N 170.0 1120 170.0 7700 170.0 1226 170.0 19ri 17070 1715 170.0 2125 170.0 1307 745.6 7161 1740 15" 124.5 21M 170.0 _ 109.2 2161 170.0 Inc' w j W p O
40
7eh 170.0 7122 170.0 937 170.0 1348 1760 1000 170.0 IM 170.0 1209 170.0 1794 170.0 1373 1041 10M 170.0 1421 NOR INC Ime 1505 123.5 law t61A 1346 1041 1160 164.0 1635 829 1BM 162.7 1631 IF$u (L
-71-.
Z
76h 170.0 1161 170.0 167 170.0 1961 170.0 1110 170.0 1811 1740 1250 170.0 IB42 7700 1369 1527 1661 1740 10.4 1374 fM1 191,1 1600 1H.6 iC61 147.3 1473 902 1101 139.9 1451 66.9 feet 137.4 1451 j r A
90h 170.0 1376 170.0 11H 149.1 1398 180.0 1219 /2770 13W 139.0 1106 111.6 1999 121.7 1178 %4 1-386 1102 7192 60.6 1]08 101.9 1147 74.3 131 00,1 1/21 63.0 1798 627 1103 6S9 iJM 787 7080 = Z J
Mh 747.4 1229 16170 1008 112.9 1229 127.° 1019 105-3 1219 1113 1091 % 1129 %9 1014 Bt.9 1229 89.6 1029 73.7 1228 eU 1016 Of 7220 721 963 _;i_7 1270 �.9 071 46.1 1230 82.1 067 y74Z Oa ggel
4 - NSA �2i�
105 h 1016 871 103.1 877 60.-3 871 69.0 882 74.0 971 771 649 94.7 971 86.4 637 87.6 971 61.6 625 81.8 671 5970 610 41.1 671 49.0 788 3770 071 44.0 TQ 324 971 40.e 771 Y
111 h %1 619 W.] 632 745 016 61S 810 80.1 919 70.8 806 59. 810 629 104 67.0 918 55.7 794 47.7 910 51.9 774 39.7 010 {170 756 34.1 019 40.2 742 20.0 018 77.1 772 10. w X X Y
120 in 715 786 79.1 718 420 768 64.6 7m 53.2 700 041 863 472 786 4970 am 41.6 1" 44.4 817 37.1 766 4070 608 313 766 M.9 MS 27.0 796 31.0 811 23.e 768 2670 671 ® a' M to
-141h 17.7 619 M2 604 3870 040 37.0 486 312 646 31.0 401 21.3 316 262 466 2L7 646 2670 479 2f.e 346 22.8 474 t62 646 10.6 484 19.8 446 171 453 11.7 616 133 148 U N Q O O
Z
TABLE 126 ___ ANCHOR CAPACITY ADJUSTMENT FORMULA: Q
AnallorCs OI1YTehi9 9 (ANCHOR CPP.,,,,._ ANCHOR CAP.- c0.7
>metrt z LtircRte mcov. Holm cmu F4edcMu PTvlood M•l41 (DP)X`MULLION CAP.e„•,��
5r7s FJco 114.55 Eko 916.Sco VNBSOcD 81056• 02SIOM •'+2 slmt USE THIS FORM ULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
AnMore9p Patbme AMhW 71De Wir Eir0 UMMM t14•Exo Ubacon Ulm. Y76•Dco Dram v4'Ocoum9co0 AW03oor UAletan A92WAr St"(O5)8cfer7G5) scrag
CAPACITY REQUIRED'CORRESPONDING TO AN as comnlyTn with the Florld•
EOpe rostbrc•9 r 2.112' 1• 2-u7 3.4fr r 1112' r 24tr 7 3.119" z 0.48• O.Or D.J2a• ACTUAL PRESSURE REQUIREMENT FOR THE BuRding�co�0
TJntzonmt ) V&4• tau• talo• 1.714- r I.W. 7.114' tau• 7.112' tau' 1.112' r 7•ys' t„Y OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-N0. 17.0630.01
2Aricldi W 4.72'a9n o.4I lxaEutl or op 0`q+ 390 b 300 t5 4'.D M ego b 1641 ros ata b is 740 u2' 114 b 694 b 016 b 341 bs 442 b �+ CAPACITY(FROM THE TABU OF THE SELECTED !44 Iratlon Date 05/2612021
4 ArcOae®1M•Mh O.0/Snnm61(V Qbel)R 010! 740 bs 740 9a 630 bi 14b Be 1421 b NIA 5M b NM 6051 WA amReWA 662 M 32 b 1120108 P
6AnMa Q1.71•Mut P4l97Ntdr"(or"`SeQC 0 BM 190 ]QE 756 tM 704�b _WA. WA 7fAb NIA 79DIb WA _WA WA 102I1d 1327918 18M kb MUWON.RWILL YIELDA MINIMUM ANCHOR
4Arcinl•R i
M.
r 5 J 'xb Anple Alps I(2'70 180 t9 Geo b0 i5lln b 1691 b b -w-ba NU 760Im 7470los 660 b 100 b 652 to Bw b 7120 b CAPACITY WHICH MAY BE USED TO QUALIFY by
ADDITIONAL ANCHOR OPTIONS FROM THE MI•m 2'o uet Contror
4Arc110n99Y Mh.O.Cft2)2aS ArytCage 122%6L 1170b 1170108 1010 be 2]40b 28Mbs 61 640m tUA 114008 1122bs 19270n ?09Bb 1002IOc 1327b 76Mb IWCHOR CAPACITY TABLE,
3Attttn 1.6q•MY1,O.C.I U✓rl)t,MM.72Y AtuA aIf NM WA WA PYA NM NIA WA NU WA NIA WA WA tUA WA A
6 Am"it 0.61•Min.O.C.I U-0p,ow.12Y Akft(FIG eX NIA wA NM WA NIA NIA 1070 WA WA NA WA WA t1 WA 2I tt
2Arxrd9®26Y A9n O.C/P ff148F 370 t3 970b Stb ti 743b 7t7b Not 2Mb WA 118150 NIA 110b 2'070 3110» 44269 fSDb
9A1cMi 1.77'M10.0.4/FCI -t07 443 t! 515 b 970 b0 079 b IIIA N7A 361 b NIA 990190 14/A WA WA 1511 In 664 6e 840 b
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: U2OOO*
• • • • • TA00*
BLE NOTES: f I t 17
SHE 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `ttt �(LyN
• • 1)SEE SHEET t FOR INSTRUCTIONS ON U.INGJHF•Tj71iI.E�AN4 �T • • •• `� N
GENERAL INSTALLATION METHODS. • • • • • • • • �',•''yMCENgF'•.C�
•
• • • • • • • •• • •
FIGURE 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL ftGTHOMD/OR OPENNGyVID AR1iWABLE.
• • • • • • • • .25W7a'aolr •�•: N4.58705
• • • • !
3)MULLION AND MULLION CUPS SHOWN P3ij NOT•I-d SCALE". R EXACT DIMENSIO"SEE SHEETS 21.23.HOLES TO BE DRILLED IN _
El
• • LTHE FIELD OCATI081S.OLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 27.23.FIGURES SNOW SUGGESTED,APPROXIMATE HOLE ��V
�O••. STATE ��;•'.<l!
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE�P_ 4)SUBSTRATES:CONCRETE SHALL QQRAI►lf)41C1301 SRECIFICA=IONS. AND ROUT-FILLED CONCRETE BLOCK UNIT
i '•CORIDp ' \�:
•• • • (FIGURES 566) (CMU)SHALL CONFORM TO ASTM CWpOD L BE F7)eESM1RFTREATE�W$� ERN PINE WITH AN SG OF 0.55. %/S/• ••••• C9�`
ALUMINUM SHALL BE 6063-T5 AND BE t1MNIMU OF.25'VHISK.SITE05 STUDS T BE A�1IN M GRADE 33 AND.046'THICK(18 T X a•X.2s•MULLION ///S/0NAL t�`
MUST BE USED GAUGE).STRUCTURAL STEEL TO BE•T L�A3T � A.LIMIWV MIL4.FtI2,P.E.
a •• �•. IN PAIRS TIC�y"+•��,Q ASS ALt ANCHOR%INT86. SHALL EXTEND AT LEAST 3 SCREW 1
THREADS BEYOND THE MATERIAL.N10•!I'IZ ANCHORS INTgVCbOQf�VN BE STeEl,4S-6i.5.OR 410 S.S. FL p,E,115B705
• •• • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 13A 7r;
MulBonC 0 Table
qp!nine uwdm(hrteRwy-cparfrdnp InLa ro)or ening H•Ip11(for ho-imnle�iPOMnB mulAate) 222
0090 solo Ion on - 1mN 1401n 10090
9DIn mN TON w Ra'i'Plr ilapr7dero.
IbcWlpeu ThpROe^g R.A.9 r Trapl6l•fp. Reaten9lu Vg Mimi, Reclarg80 TnWTO•^C 7 TbP/ON^s• a nO' lA 1-de0 Ln ft pp
ROaanPOu 7taWRiale• IAWW t•fd119 Lmft t"drgI III, LeeIII LOaft Lowty Lotl90 Lending Laa95 6x
2xaxas L09dm teoft
Alum.Tuba r a
r v v n r uin
filluillon
i F1101
42 in 170.8 aM PILD 435 170.0 746 170.0 470 170.0 am 170.0 5w 170.0 901 170.0.519 170.0 1115 1 0 421 170.0 1240 1705 624 1740 1466 170.0 41 113.0 tfls 170.0 521 170.0 4953 170,0 611
(n
40.90 1700 Toe imo SIA 170.0 am 170.0 Sel 170,0 681 170.0 mo 1700 Iles 170.0 eel 170.0 1275 17&6 8'71 170.0 7417 imo NO ODA 1700 170.0 590 170.0 10&7 770.0 590 170.0 1741 170.8 0.w
50.015117 imo 70.7 170.0 sea 170.0 Bee 1700 531 170.0 1016 170.0 0.M 170.0 1796 170.0 713 170.8 1345 170.0 747 1m.0 1464 1700 The 170.0 1753 170.0 736 113.0'2092 170.0 750 170.0 2751 170.8 Tse m 3 W
9490 Imo 707 170.0 et2 imo 950. 170.0 1st 170.0 1116 179.0 754 170.0 1215 170.0 Oat 170.0 1434 1700 637 170.0 IIa74 1700 490 Imo 1913 170.0 eel 170.0 2231 170.0 Det 17&0 2550 170.0 mt 00 Z
7090 1700 a65 170.0 701 170.8 foal 170.0 797 170.0 12w Ira0 0.'16 170.0 1417 170.0 644 imo 1594 imo 906 170.8 nn 1700 1033 Imo 1116 170.8 1070 170.0 z+70 170.0 1003 imo 2&13 170.0 100.7
53 In 170.0 te0 170.0 745 170.0 il;b 170.0 430 17&0 1302 1700 610 170.0 1496 170.0 lois 170.8 16'73 170.0 4070 170.0 te50F711..1 1111 1700 1271 170.0 flee 1700 2703 I70A 1171 1740 7070 170.0 1171 = Z 'e6h 170.0 974 170.0 790 Imo 1+90170.0170.0 1364 170.0 1001 170.0 1546 170.0 1705 170A 4741 1700 1155 170.0 I_ 1210 1700 2730. 170.0 1275 170.0 2170.0 770.0 1700 3177 neo /270 O72117 1700 10x7, 170.0 ere 17&0 1276Imo 1170] 1466 nag file 170.0 imo 770.0 1110. 170.0 7913 170.0 1316 170.0 212 1617 1700 2530 ,70.0 1456 170.0 2975 170,0. 1579 imo 9400 Imo 1530 ,
min 770.8 1121 neo 977 imo lxe 170.0 tom t70.0 /570 170.0 7205 113.0 1784 no 1972 170.0 2019 fmo 1411 170.0 7243 fmo 1506 170.0 14192 170.0 1918 170.0 St40 170.8 1694 170.0 3569 imo 1x03
8 7090 ilOA 1151 170.0 987 1700 1761 170.0 1110 170.0 /6tl 170.8 1250 1700 1462 1700 1769 170.0 20.72 170.0 1474 170.0 1302 170.0 1561 170.0 2703 170.0 17x0 1700 90.3 170.0 1777 170.0 9896 170.0 1706 0 Z J Q
9090 170.8 1320 170.8 1146 170.(1 1594 170.0 :3 1700 1650 170.0 1496 imo 2123 1R0 2670 1749 7491 170.0 1763 170.8 2956 170.0 1910. 170.0 3190. 170.8 2125 131.0 3115 170.0 2173 195.6 3117 170.0 7]01 F F N �o
8017 77x0 1417 170.0 12R 170.0 imo 170.0 /490 IMA 1963 170.0 1011 lmA 2287 170.0 1794 170.8 2350 170.0 1052 170.0 20.35 IRo 2095 f00.O 3190 170.0 2338 117.1 7199 170.8 1470 120.0 3169 160.1 2125 n ry7
10090 470.0 160( 7700 1100 170.8 1913 tm-0 1047 170.0 2271 imo 1670 170.0 2550 170.0 2076 101.8 2701 170.0 7211 146.9 2167 10.1.8 2333 1119 270.1 140.4 7361 105.8 2flt 126.0 7734 92,7 2701 710.0 2190
X
III N 113.0 /635 170.0 1454 tm.0 1900 170.8 1700 170.0 2707 1740 tan 170.0 2011 170.0 71w 151.6 2(182 103.8 2145 130.5 2817 7444 1215 117.0 2572 Iz6A 7+96 97.6 2702 115.1 2245 0.!A 7872 100.3 2090 � X Q
+min imo 1771 170.11 1599 170.0 1125 170.0 1660 1st/ 224 5549 im 135.1 2732 141.4 1946 Im.t 2252 1272 1031 106.1 2757 1141 1015 001 7152 99.0 stmt 712 2231 644 /0.76 07.0 1L52 01.4 1805 O C N Z
144 N t2S.7 156{ 126.6 1443 101.7 1566 106.1 1475 644 1554 91J 1407 75.2 1584 0.47 1700 649 1964 72.3 1373 01.6 1564 70.7 1350 ail 1546 50.0 7970 90.7 1654 442 1706 39.1 1191 MA 120.3 0
ANCHOR CAPACITY ADJUSTMENT FORMULA
TABLE 13 Mehor Table 166 (ANCHORCAP.,,..,..a\•ANCHORCAP._ An
240.1. 217 caro a• 1.5tco•. FIe1a 0141 F2WtlAU Pr tAeW �Pe)x`MULLIONCAP.. ... PRODUCT REVISED
d10 Eke y18'libo l:ltnoan tl4"(ilea.24459017 114-=98-Et dt0'Ek• //4•ee kTca 170 Stec 124 sled 612 610.
AP Type. 3116't wutean V0.Elm Unmm fur Ek UOnuan AOOr40alar eaRM1 K+W 6eww(G5) "on,(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR as Mg wiM the Flo7lda
Anchor CapPagttne NOA-Nu. 17-0630.01
60.95 getalee(A+p W 2.171' I• 1902• 3-Ire• r I-Irr - 1.117• T Yl1D• r a4C D.t1r 0.44• ACTUAL PRESACITY SURE REQUIREMENT FOR THERED'CORRESPONDING TO
Bulldit3g di
EmOe•nenl r +-314^ taN• 1.1'4• talo• r 1-116' 1.190• 1.146' I.1A' 7.141' +•Ir4• r 1310 tare• woe. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration oats 05/26/2021
4.817460.5@4t LUn O.C.I Bbadaa(0.r0®etl(141Fl7a9F 7700• 7706 900Z:-390b. 701bo 45D 6 1�b 9232to 16446 506 Smb mea. 14800. 748 Its 24726 19026 56z 0.r 85616. -712g-m. CAPAcrMULLION.
(ROM YIELD THE TABLE)OFTH SELECTED
8.80.56•.®1.71.4.817 O. tral
a IBtmM•a(nofnov to-47 ++eoa» +4006 Imoa6 ls90b NA WA 9406 WA 10566 WA wA wA ,705 roe 17706 21406 MULLION.(TWILL MELD HIED QUAL(
ANCHOR By
HO
4.813170.17@rben0.e./R12a6Aopl0Ctpa/ffL.S) 7706 1706 emb 15706 +9056 5106 beet wA 7706 74bIIs em rte 1892w 6620.5 b ttmlpe CAPAGTYWHCHMAYBEIONSFROTH
Mtam • u en
-7--- 2240 ft ADDrTtONAL
WA -r520-16
126Anrlw4 O1111 ino in 3120 fA'0.461 G/12)0.7 Anp• I ff19 TT 1c9a IDe 2170 b I4w b 3760 ReItol 3 92l Iamb WE: WA 1370 m WA tautoe 'WAS +NIA 17WA tow b 2564 He 33M b ANCHOR CAPACITY TABLE. ------
3m
FROM THE
4.81310.5 @ I m-ock O 1:r UCllp,Ho.125•AWn.IFb.e3 WA WA WA WA WA WA WA WA I WA WA WA WA WA RIA 2430 b
0 Ate6ge®464'74w.O.C./U4xp:M•.I1S'Alvan.(Fla•87 WA WA WA WA WA WA WA WA I WA WA WA WA WA WA 2561 Ib >~2000•-x••1
2 AtFMe @ 4.601@1.0.CJ F CIP 04 10 990 b wt 450165 660 are 101605 770146 780 b 35140. 7w b 974 b 69846 946146 311105 411 b Om b .250•
4.81756.0. 1.7I'MN.O.C/F47P 10.ti} 590 b 770 b 5Y111r 1788 0.e WA WA 470 b WA 44140. WA WA WA 662 b 686 0.e 1170 b
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTFJ2N ANO ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES:
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE gHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON /
• • •
He
LOAD:-SE 1=1 TS•2.4,fOR CC�NEW=L INSTALLATION METHODS. �1VLYNU-:ENDTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. a�• : .••410ENqfM2)LM R INTERPOIA110N8£pIVEQJ 3)Mli.yO�l A�gfp.+LL1DN EUP6SNOW*AW NOT p SCALE.FOR EXACT DIMENSIONS,SEE SHEETS N0.58705
• • •• •• I. • 21-23.HOLTA•'��bBBE DRR. D IN THE FIELD4FOL&QWINGDIMENSIONAL RESTRICTONSSHOWN ON _*' 7k
FIGURE B• FIGURE 7: SI IE[TS 21.23.FIGURES SHOW SUGGESTED,APPROXIIMTE HOLE LOCIITONS. ��
FIGURE 6: ANGLE p
_. _ •_ • • _• • • • • CUP 4) URSITT��2AATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `
(FIGURES C RET OCK UN17(I�AU)SHALL CONS TO TTM 690.WOOD'HALL OE PRESSURE-TREATED �O�'.• IS
• • • •
5-7) yFylepW S THEftN*(NL�Y'/RM Af�30 OF 0. .ALlj�1 �M SHILLL BE 00C>.i-T6 AND BE A MINIMUM OF.125'
• • _•, • MUST BE TWCK.ST L ST�0.S•I•Q�E AININIMUM GRAPE 33 jt•10.045"THICK(18 GAIXiE)STRl1CTURAL STEEL TO �iJ S/OM L�N 1'��
• • • • • • • • PAM.SN EE All 1(��NIiD�t38�ALLa14NCHORS li{TO+It�AL SHALL E%TEND AT LEAST 3 SCREW 2'x e•x s5• A.LHWJ��yltHTt.P.E.
Tp9READS OEYONDTTF'F•N(ATEkI@L�#10 8012�471CHDR3INT0 W000 MAY BE STIxi..1&83.5.OR 410 S.S. MULLION FL P.E.#58705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 14A
MuBon Ce a Tabla s >: d
Opening IMdth ftr wreca*spa*dn0 mwom)or Open"He M L1oA2Mea1y-spemng a9aots) 1401. Isom Y
Win 00h 701. mm BOM 1001. 1201.
1 R-Wli lr TraNRm09 R4dwal 44 F(TWro R4414n91444 7r4WTAn¢ RecOwuM T(4pfM•p R1L.1109• TL."To9. R4etav 7f4oaft R4oa ftcr Tr4pIM4flp.
Rer4apw0 7rsgT3aa Rec74rOdar Tt4PrT+ero• toedra Tla.ew Le 'C L4.aro Lnd4q Le44to L4.ew ro Lwa1.B t.o0dro LPs3Bi0 to4dre �Y �(
i I
1.29"1t 2.11" L4'•^o 1.On910 t.o4dry L.-alri0 144drp toaanB
aTuba Nub liE t1� 1 a � � � �� � ��' � �� � 'f � � ' � �� � � �g T11
8 III � � fla
a
0 o
421. 1442 328 1870 {26 1203 578 1448 418 1010 328 19a8 414 fp.t 528 1316 411 00.1 6Z8 1511 411 Tit e26 1311 411 80.1 624 1347 411 61.8 m8 734.1 417 481 518 130.1 411
481. 80.8 403 7080 7J3 808 400 94.7 327 60.0 403 88.4 320 80.4 467 81.4 717 817 103 781 316 48b 409 7fl6 314 40.7 4P4 788 314 343 109 780 3M 30.2 403 180 314 V)
W.8291n 823 3R 81.0 3D7 848 7m 78.3 21M SaB 362 71.8 117
382. 97.2 208 487 702 646 284 41.2 961 838 2IX4 317 382 83.6 2m 294 382 816 788 287 382 615 ]Ci
841. 87,8 318 74.1 247 80.3 318 841 281 486 918 37-7 910 616 133 3T.1 J18 00.8 28O 7l0 718 496 200 249 ale 49-1 Na 212 318 49.1 2q8 2.1.2 318 481 248 , U
W m 486 230 611 218 4tP 138 487 214 743 258 411.7 IID 313 207 27.8 268 340 201 2l7 256 314 203 Me 238 31.P 221 17.7 258 322 201 146 26e 322 201
tAh 427 234 45.6 2C 35.0 234 39.1 TB3 908 234 34.7 iL
231 37.6 teB 17.7 T34 18.4 106 21.4 744 280 104 170 274 28.8 783 183 2N 245 187 13.4 234 38.3 183 Z $ m V
68 h, 372 278 m.4 169 7f,0 217 717 179 786 1U 19.8 273 27.0 177 20.8 219 18.1 7T0 70.8 213 23.7 769 136 113 212 787 137 273 220 108 11.8 213 YO 188 w j (]
72 h 288 178 30.1 165 210 170 286 162 204 178 Y3 178 283 147 16.9 170 187 116 N Q Z 1
7e h 243 tet .4 t40 747 161 21.0 137 17.4 181 10.0 161 170 tm
701. YO 162 24.5 133 188 152 188 131 141 192 17.6
ANCHOR CAPACITY ADJUSTMENT FORMULA: o F X Z m To
TABLE 148 ArlcberCaPaclpr Tsble a /(ANCHOR GAP.,..,..,\.ANCHOR CAP.- 4' � ��
9.e10=. am cmu FBetlp4U PT WOOO Ma41 (�)X`MULLION CAP.,,",,,,",r y _
le27t 3/16•Ek0 1/4'S9 ElcoWe
1/4'SGXw 8t0Slee m231ee1 a St041 Wpe yt6•EkO utucm 04•EJOolllacm uemem 9ricEk4UAlaat tr4•Eko Ulimcan ApptiOaty AgnGaOr senaw(c5l sefelr 1x.61 scm4lc9 USE THIS FOR1dULA TO OBTALN THE'ANGiOR r x cf)YCn
:=E- M CAPACITY REQUIRED"CORRESPONDING TO AN 9 tp 15 r ?7r7 7.irr 3-V5 1• 2-u2" r aur r ? 048• o.6r °' ACT UAL PRESSURE REQUIREMENT FOR THEate • ° /•tr4• t-vP z f-3re• t' ' OPENING,WHEN IT IS LOWER THAN THE MULLION4 700113 MIN lbs 1sBom. im61m 4/D 3mms wA 7tDm3 IB Re 1 •4 6m me 9BSM u90>g- CAPACITY(FROM THE TABLE)OF THE SELECTED
MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 D' X
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
PRODUCT REVISED
ANCHOR CAPACITY TABLE, as eomplyln with the Florida
BOild Coda
HOA-N,. 17.0630.01
expiration Date 05/26/2021
TABLE NOTES Mtam o ue ntro
o
1)SEE SHEEP 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 IS ALLOWABLE. r
FIGURE 1: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
• • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 125* 1111 I l 111",
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL C60RFURNI'R711CIe014PECf�jFCATIQNSJi0LLOW AND GROUT•FII 1 Fn `�� ANY Y N/y
CONCRETE BLOCK UNIT(CMU)SHAU•CONFORM tb�AETM09ro W00D611AP.B 98URETREATFD �� '� •''LICENSE
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.�lj1Mi d ftHA.L BE W3•Tli�BEA MINIMUM OF-1W
THICK STF_El.5TU0.S TO BE A MINIMUM GRADE 33:�iAANN 0 T CM(18 W1sE).sVUCTURAL STEEL TO BEAT t 2e•X 2.1 r X.125 MULLION No.58705
LEAST.125 THICK AND AX ALL ANCNS RS INiONET L I�tNI}AT BAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) '7ti;
THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BEELB-8 SS.OR 41S�S. ,p
0'. ATE •'•16i�� i
•. • • • • _ _••• •; .� � � T r�S/ NAI.'e: J%
- • • • • • • •
• • • • • • • • • • A.L1�I �ILL R,P.E. )
••• �• ••• ••• :0 ••• FLP.EA58705
BLE 15A
Nuhn Capacity Table pbaAt 4'
Opening Width(for Yerfica*61MC111 muom)orOpening Height(for tnrlaDn rlil m) W2YYt_ $
90N 100N 12oN 14x1. 160 st
50In Sao 70 N 6e 1. S
• 1u�a.7 17eV1um0• R+afa00rr TnNMtnO. R.cta77ads TfeplMeg 1letlanpa.r 11aN1�4 2Y
R.oc.ow Twffl•ro. t T dao. Recl1 'R7WTda+O Fhct+ro<dar T'aPnNaY Rr.1ap0 �ro Lwdtp Loeft Lmdf6 loadn8 LoedM lydro lmdk0 toed7D
328'30 lo.dn9 t:.dnq L°adn0 Lodne LmdnD laadf79 1..d1w
DEG.AL r r^ 'rgg�Till
BAY NULL y �' 0 Gj Z '3 U
Ie 2 t�iW J rA
41N 170.0 610 170.0 113 170.0 71! 170.0 479 170.0 808 170.0 508 170.0 092 170.0 319 770.0 1118 170.0 621 170.0 1240 170.0 1121 170.0 1498 170.0 621 170.0 1713 170.0 611 149.1 1740 170.0
J
tY !A
N N 170.0 708 170.0 624 170.0 860 770.0 6N 1T0.0 9Bx 170.0 610 170.0 1133 170.0 BBI 170.0 1273 170.0 077 170.0 1417 1760 ! 162] 7372 170.0 880 130E 1822 170.0 800 114.2 15x2 170.0 680 r Q'
60.6281. 170.0 747 170.0 383 170.0 898 1709 6]t 170.0 1016 170.0 884 170.0 lies 170,0 rn 70.0 1313 1700 747 1847 141] /70.0 730 136.0 1413 1760 758 117] 1143 170.0 708 1026 fIq ti0.0 768 m O 8 W
51N 170.0 791 170.0 612 170.0 930 170.0 691 170.0 1116 170.0 734 /JOA 1278 170.0 801 100.4 1153 170.0 0]7 iM.3 1]53 170.0 850 1183 1761 tt0,0 901 iW.t 1787 170.0 861 962 1759 170.0 co
961 H Z
BON 770,0 8M 170.0 701 170.0 1067 170.0 797 187.0 1216 1760 976 1467 1216 170.0 811 129.9 1218 15.08 836 119.0 1219 19.1 924 97.4 1271 1{61 913 63.5 1218 116.1 2i3 791 IY16 1161 073 W Q
BIN 176.0 930 170.0 7!6 19.0 11.8 110. 850 1662 1760 1866 0.0 131.0 1160 19.0 014 110.8 7160 141A a98 101.1 7160 1341 895 alb 1160 Yffi7 871 75.1 1160 1262 870 e6.7 1160 129] 970 Z z ��
BBN 170.0 W4 170.0 789 /5L4 1010 1Wb Nt 130.6 1049 119.9 864 111.3 1016 139.1 960 701.8 1018 1214 039 a1.1 1018 1161 670 . 1046 1064 621 63.3 1016 109.2 818 57.1 1036 1062 618 a Z
3 721. 140.6 600 147.0 761 117.4 8N 118.0 748 100.6 850 110.8 774 860 a60 100.0 722 70.2 080 92.0 712 70.4 860 68.1- 107 667 no 792 893 30.3 067 765 BBs 44.0 800 769 068 Q e- n
20 N 119.7 790 175.1 690 28b 700 108.0 678 OSb 790 87.] 003 74.8 790 83.9 652 M.3 790 7aa 613 669 790 713 e!3 489 790 65.1 821 42.9. 790 Fi.t 619 STA -790 01.3 617 , �
7a b 110.8 700 116.3 637 923 760 90.1 614 79.1 750 85.9 e9 692 790 77.1 OM 61.6 730 70A 612 639 700 617 we 40.2 760 599 691 39.0 790 58.2 6N 31.8 760 659 886 Z m
IU
901,
O N 7LM1 667 71.! 500 00.1 59 829 491 61.6 563 64.9 493 46.1 687 168 475 40.1 567 41.4 !66 30.1 6B] 409 482 90.0 6173 862 401 26.9 B67 93.3 445 22b 683 31.8 142 a OC
00 In 39.4 495 01.1 443 49.5 !90 6/b 4u 429 185 {s.s 427 7J.1 163 389 471 33.0 495 36.1 415 29.7 x96 312 409 249 !95 28.1 400 21.2 {9S 766 324 fe.e 493 x3.0 380 - W �[ Y
10681 41.7 ,381 Q.6 353 14.8 791 369 W21.7
31.1 342 781 391 27A 337 291 301 24.9 317 10.2 9B1 x26 328 17.4 391 19.7 321 H.9 791 17.8 315 O co 3 U,
111 N 789 770 392 373 329 710 310 28'8 723 21'0 370 25'7 720 x1'4 370 710 176 10.2 ]iD 20.8 312 19.0 370 19.1 706 O C
1101. 90.4 117 3" 109 263 317 26.0 226 1W 19,0 377 199 276 169 317 17.8 277 rO m
144 N 17.8 270 17.5 2038 .D
ANCHOR CAPACITY ADJUSTMENT FORMULA:
.�
TABLE 158 An or o Table les r w ANCHOR CAP.,.,
H.9ow CMU FO.d C1ffiI Pr"'oad ""^• (�)X`MULLIONCAP._- PRODUCT REVISED
696tlR1[ 2.7k 7}xnrols ]DY Caflo. as Compl In with the Flortda
6116'Eko ytP Eko l0fneon 1N'Eko 116mon ur C-ka 3116'EICo 1N•S8'eko 910 BMtl 912 Bted 912514 Building yy0
AMM rypc yt9 Elco N9ac.n tN'eho UR..at 'Ir 6n A0•.O.In uhseon IA09MOa7of Sorew 0351 eetaw 1011) scow L07) USE THIS FORMULA TO OBTAIN THE"ANCHOR G 17-0830.01
Mchor CBp PaOema CAPACITY REQUIRED•CORRESPONDING TO AN NOA-No.
Eaoe G nano(In1 t 2 tri' 1 z•1rr 3.1ro^ t 2-vr t atrr 2 9 t e r o.4s 0.61 0.321 ACTUAL PRESSURE REQUIREMENT FOR THE
Emb.ena0 k taN' taN' 1+J'4" 1aN' r 1.17r 1-114^ 1.1N' 7.1N' 1•iN' 7•iM r taro• Lala` +aae1 OPENING,WHEN R IS LOWER THAN THE MLALION Expiration Date 05126/2021
2 Ancnn.®SN.In.O.C.fpl]a5
Mae Clp.I(110.1k 390 3906. +SD 1m atq 6. tion 6l x19r leo 6s 3546. 740W 774 ile 710 m° o4e 61 SII Ip4 H76. ",bp6a CAPACITY FROM THE TABLE)OF THE SELECTED
MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Nchof.®S.S 6qn.O.C.t R)2+8 Arob Cipa/(Fl;.21, 780 6. 780 b 790 su 1670 is 2515E SIO M 600101 WA 1120 tFi 748 m. 880 0f. 18976. 69 W. 886 W+ 11206. ( ey
6 afwha. 2.n•Wn.o.a1 W 2c5 An019 clot/ 0.37 11z01bs nz01W 8566. 72461W 7251 tw wA 810M WA 1059 M9 wa t3201b. Wa 1axz Dx 13n 6. tceD 6. CAPACITY WHICH MAY BE USED TO QUALIFY
Mla a Product ontroT
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1: TABLE NOTES:
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
7\t�lln117
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE-
FIGURE 2. •• • EETS21-23.
.125" `��,aON.•--••.N,y�i �:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT
NG TO SC1L�.F�R�(AC?'��ENNON6,:FSI �'l,• U\CENSE••.�!��'
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWIOIMF•NSIQ►:AL R� RI S SHOWN ON SHEETS 21-23. 30"
FIGURES SHOW SUGGESTED,APPROXIMATE HOE LOCANONS. : . • ••• • 3 250, *.: No.50705
4)SUBSTRATES:CONCRETE SHALL CONFORf9*TL AG .�PECII4109LTK)ti. O QftfUI'-FILLEO
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALPR SS F�'TREATED .�-�j l:.$)�17
• YELLOW SOUTHERN PINE WITIFI AN SG OF 0.55.ALUMINUM SHALL BE 605375 AND BEA MINIM OP.12S BAY �O S ATE mFl'r
• • • AL
THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ,p•.• ✓�
LEAST.126"THICK AND AX ALL ANCHORN9 INTO ME•LR.SHALL EYTEND Al LEAST 3 SCREW THRFJ105 BEYOND MULLION �S'•.F<ORIOP..•'GN
- -� • TFIE MATERIAL#10 ANCHORS INT : DMBE.TEE•.:BIB S:, :410 3.5.x• ••• _ �i,S/0....•. '-
• • • • • • A.LYt�I�IlALLER,P.E.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ••• • • • • • •• • •
• • • • FL P.E.#58705
TABLE 160 Q
6wNon Ca o' T9bro se) "+
OpanlnpVNdth(Torvmwu-R6p6rnromUkm)orOpmgnoHdpM(forhorlaatitfsparring ts) a y�
Solo 00 in To In so in Win 100 In 12044 1401n 10)In 7 ;t�5
a fipfTgaN. RpdoV it TlapnftV R4dawua P Wrlata• 1 o bean kr TWrll" R.�Ia1Wa MWMwq. RKUlF a T eonisn0. RW=pft 71.9776029 R.CWV.1a TwPfr s4B. 174x3.war TMWTd•t9 �Y p
3.26'45 L.j!jAkV Lodn9 L--ft L-*o yaLneft Lwft Loaft Laa w '§§IAMB Ladr9 lesdl9 lmdnp L.d1q U-ft gy L-ang Load" L ft Leaft
EG.ALT
gJ� c7 a � � dg � y^ @ �g� to a� W
BAYa6uLL •3 55 � �� � �a � u �� c3 d� U
1 1 111 � , � IC � 1 � _ �� t
z W
Qln 1700 620 17010 435 170.0 1 744 1170.8 470 170.01 666 1170.6 506 170.0 9M 170.0 519 770.0 lila 170.0 521 1170.0 1240 1700 521 170.o 1488 170.0 521 170.01 1735 1746 521 160.3 1871 1760 521 -j
48 in t7oo I 706 1740 Q4 1711.0 650 I IAA lib{ 1180 902 170.0 630 170.0 1133 170.0 061 710.0 1275 170,0 877 170.0 1417 170.0 660 103.7 1637 170.0 680 140.3 1637 110.0 SW 122.8 1037 179.0 660
60d25h 179.0 TN 170.0 563 170.0 096 110.0 831 170.0 1018 110.0 604 170.0 1185 170.0 723 1740 1346 170.0 747 170.0 1403 170.0 756 147.1 1562 170.0 755 175.1 1662 1740 750 110.4 1652 170.0 me
w C7
54 In 1700 707 170.0 612 170.0 958 1740 031 170.0 1110 170.0 754 170.0 1275 1 170.0 601 170.0 1434 170.0 NI 1682 1455 1740 656 120.3 1453 -1".0 661 110.8 14M 170.0 681 970 14M 170.0 881 3 Im M W
so In 170.0 665 1740 701 170.8 1063 170.0 787 170.0 1240 170.0 070 167.1 1309 170.0 It" 139.7 1300 170A 690 126.7 1309 163.5 1194 101.8 1309 157.1 9112 60.8 1308 151.1 OR 78.6 1708 107.1 962 H to (D
03 M 170.0 830 170.0 145 170.0 1116 170.0 850 1629 1247 110.0 940 1423 1241 164.8 903 1247 1247 1526 605 114.0 1247 144.3 062 860 1247 136.2 936 61.4 1247 195.7 9B 713 1247 135.7 935 W ZQ
6041 174.01 074 1170.0 769 170.0 1169 170.0 003 145.4 1190 Ilei? 903 129.9 1190 1476[483
1160 1100 1703 928 103.9 1190 178.4 914 55.8 1100 119.5 US 742 1190 118.1 041 64.8 1180 118,1 093 1e C=
5.i J R("7
72 in 7610 1010 1899 a77 134.7 1010 144.6 639 115.4 1010 1212 542 101.0 1010 114.7 80.8 Will 1050 817 303' 1010 05.9 607 679 1010 80.6 7116 67.7 1010 670 700 60.5 7010 87.7 7811 -1 o
's 7981 137.{ 906 1418 782 f143 906 1210 716 80.1 008 107.1 761 64.0 908 96.2 763 806 a0.2 738 80.7 We 623 729 573 006 74.7 716 49.1 908 712 M. 42.8 806 105 700 Z
45 r r
74 in 127.1 861 1326 7A 105A 881 112.6 736 00.6 661 96.8 725 79.4 861 86.5 70.6 061 .670 705 67.6 661 764 603 9.0 001 03.1 581 45.4 051 84.5 673 38.7 811/ 637 672 F- �•' Q
13 In e27 818 86.4 514 669 848 72.1 584 68.1 644 620 654 51.7 840 50.1 440 60 600 537 41.4 646 47.6 530 KS 646 41.5 818 29.5 64a 3112 611 250 60 38.5 507 � �
W h 862 SBa 70.1 Sol 509 5® 50.1 499 40.7 56s St.4 421 426 6611 45.8 37.9 Sol 41.4 476 34.1 506 341 {70 264 606 330 450 24.3 688 30.6 457 21.3 588 28.7 447 4 A O 0 S2 2
a 470 449 46.0 405 79.9 469 412 390 712 419 35.7 393 200 440 31.7 7de 419 246 362 250 449 261 377 20.0 449 227 368 17.1 440 20.4 381 15.0 "It 18 B 3511 0011
�jog
44.1 426 45.0 786 76.6 475 979 379 31.3 425 328 173 27.6 125 20.1 361 7A.S 421 262 382 2Z1 425 240 3Sa 164 425 20.7 350 15.6 425 10.6 343Ojo
S/.8 381 35A 331 28.1' 364 67.8 320 240 306 25.8 32117.5 364 147 309 202 253 20.4 233 ro.6 253 17.1 270 0¢.
TABLE 1611 ANCHOR CAPACITY ADJUSTMENT•FORMULA
Anchor Capacity Table Ib• ANCHOR CAP.,,,,,,
89eatrnte: 2 602449 3.6k Can. R90oe CMU =Nkd cow PT MW Metal (�)X( )=ANCHOR CAP._
Sn8'fJ4o 1/r 88 Eko 5fl6•Elm Iw SS Ow 6t0 Steel 012 Still 812 S1w MULLION PRODUCT REVISED
Ardw Type 311W El. Ua.40n 114•Eka UOsoon W16•FbolAn.ca1 116'Eke 1696.011 as comp)ying NIM the Mforld•
Anchor Clip Patterns UI Fl Avo.Galar INtxon AwWalor 6uew{OS)Buew(ca) 8a.r(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Bt4lding Cod• j
Edp alte"mt r etre• 1• 2•lir 3.1re• r xarr r x•i r r 3•t/C r 0.48• 0.34• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 6700-No. 17.0630.01
Embedment 1.14• I-sw 1.314' 1.314• r Mw 1-114• I-W I.114• tau• t•vt• r fare• lase' ACTUAL PRESSURE REQUIREMENT FOR THE
2 An.aom N M-O.C.1(2)215 Anote alp.l(Fl0.17 300 tz 19044 459•r aW be t b 270 2 It. 354 tl>. 7406,4 974 ib. 7x0 ie. 6rora 341 Its 442 Ile 5F'e OPENING,WHEN IT IS LOWER THAN THEMULUON e74piraUon Date 05/2612021
4 AneMo 013'Min o.5./p)215 A1wb Cop.1lFl9.27 700 W leo b 790 fa tela Rs 2576 m 540 R. NO VA tJA 1120Ib 74616 E60 W. ro92 r e 682 R. 886 lb. 1120 0w CAPACITY(FROM THE TABLE)OF THE SEI-ECTED
a Anuwm 271"Al o.C.l 202 Hoole Cape 7(Flo.3k 1120 Re 1120lbs 956 to 2246 He 2264 b. WA 840 Re wA 1050 W WA 1329 Pot WA 1022 U. 1327 k. teeo Its
MULLION.R WILL YIELD A MINIMUM ANCHOR By t
CAPACITY WHICH MAY BE USED TO QUALIFY NUam a r• uc o
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE, i
FIGURE 1:
TABLE NOTES:
S SEE SHEET 1 FORGENERLININSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. '
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 2: ,�9�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SOALE IF C iylM S A SE2 S14EET5 x1413. f Y LY
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEN•IONAL REST C 1ZrESf-�W�Or�HL�T�21-23. .125" -45'-0 0 �� `ASN N��9
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •o : go* • �,• NsF
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 38 SPECIPIO*IONS*WLLAW AND 6R0►IT-F{l & 3.250" No.55705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C40.WOOD SHALL BE PRESSURE-TREATED -*• _
YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE OD63•TSAND BEA MINIMUM OF.125
• • • • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(IB GAUGE}STRUCTURAL STEEL TO BEAT
Y
LEAST.125 T HICK AND ASS.ALL ANCHORS INTO METAL SHA616E60'END AT BEAST 3§CREW THR•7�i-BEYOND
MUWON BA %V - TATE
THE MATERIAL.010 6#12 ANCHORS INTO WOOD M,*(B@ STEl3.,158 S.SeOR 610 SSS.• • • • %(p •.-'c(Oq(DP,.•'�C�� ---�
ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. • • •• • • • • • • • • ///S�O(�q�EN��
• • • • •• • • A.LMJN h114 P.E.
• • • • ((
• • FL P.E.#50705
0
Soo
• •• •• • • • •• ••
h1.000'^, F"-1.250'--1
-+I 1.DDO' 1.000"
I-11.2W-j
--•� 1.000" 1.000 -.125• I a
2.750• •125' 2.750" .126" 3.126• .125" 3.188• .125• c
.125 .125' 2.116' N
2DD0' 2.000• .265•
r .126' z 9N
.126" L
73 6' 375' .500' .900" T O LLI
r -T -r l
1'X2'%.125'MULLION 1•X2'X.375•MULLION 1'%2.75'X.376'MULUON VX2.75'X.650'MULLION 1•X 3.125*X.5*MULLXNJ 1.2SX3.188"X285'MULLION 1.28'X 603TO ALU MULLION QIt N
808378 ALUM. 6083.76 ALUM. 8083.76 ALUM. 808378 ALUM. 806378 ALUM. 6003-T8 ALUM. 8083.76 ALUM.' LU
•h+'-
XSECTION XSECTION XSECTION XSECTION xSECTION X•SECTION XSECTIONin z
F=- O fD WU'
I•.-.128 {�{fes--.126' -..1 F..-.125' z Z
TABLE A _ z Z g
STANDARD CLIP 3X5 ANGLE CLIP Dimension Value On) For Mullion:
1 8063-TB ALUM. 6083-T8 ALUM. J a Z
2.000' I I 2.126" 2.000' X SECTION A 1.625
XSECT'ON U•CUP B 2854 V X2"X.125" Q Q U '.
6063-TO ALUM. I .125' Alumbwm z FZ- < C7 0`�
.125" XSECTION L C 0,896 Tube Mullion 1- < O Z N
D 0.740 a rp Q oleo
4 .125"��.740'f-- A 1.125 1•X2'X.37S ;� W 0
B 2404 Ir
Aluminum O
5.500" .CUT HERETO 375' �---y C O•� TubeMWlon rs U
3.125V CREATE F•- D 0.490 `� a•.� N y
.375' CREATE F•CLIP,SEE MIN. .376"MIN. Z
r DETAIL F.SHEET 4 _J• r A 1.875
MIH. .938'MlN. t B 3.000 1`X276'"X
PITHEDASH
�-------� A A I ucLIP A i __ 1 .375Aluminu
L-----_-� M63-TO ALUM.
2X5 ANGLE CUP * C 0.767 TUM Mullion PRODUCT REVISED
8083.78 ALUM.
TOPVIEW D 1.118 an comp lylna with the FloAda
TOFYIEW Building Coodda
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.314 1'X2.75"X NOA-No. 17-0630.01
STANDARD CLP DASHED BOUNDARY.SEE SHEETS 618 FOR THE6C63•T0 ALUM. Z
ENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B 3.000 Expition Date 05!28(2021
MUST LIE TOPVIEW OLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER*1116. C 0.476 AluminumARY.SEE 1TT11N THE DASHED Tube Mullan By
SHEETS 5.17 FOR THE ANCHOR D.C. D 0.838
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY'SEG ailam rod uc Control
DIAMETER:ANCHOR DIAMETER+1115". SHEETS SW FOR THE TABLEB A 2.000 1'X3.125"X
ANCHOR O.C.
DISTANCE.MAMMUM PGT Part# B 2 .6W Alum
.376' ANCHOR HOLE Mull Dimension(dleetM C 0•� Tube Mug
5.500' MIN. DIAMETER:ANCHOR Mullion Std.Clip OlfaatCllp U•gip AR919 Clip 0 1.137
375 DIAMETER a 1116". 1"X 7'X.126'(5) 66805 666113M 666111BM 666243M 666511M A 2.625
MIN. 1.26'X3.188'
1"X2'X.376"(6) 666006 666114M 6861119M 688244M 6WS12M 8 3.202 X.2MS Alm
Ir--- - T-----
1"X 2.76"X.375(7) 68607 666115M 6661120M 668245M 666513M C Tuba Mull
1'X2.75'X.6,ryp'•(9j •4MM#6 6661.16M 86f�121%•686246M SM514M D 1.782 1.20'X2.11' �.�`�`7V1V LYI\/N1''�.,
B 1"X3.125"X. (9) 11IM71A awlI M ll 666242M 666515M �� `X� '
j --- --- D
' A 1.813 .121'Allan '"`.•''L�CENgF M�l�
1,25 X3.188'X. 12) 86641M 11 113M 88M241M 668516M Tube Mull
`---'--'J I ------ 1.26"X2.11"X.125(18) 69370 A 19IA•• NIA 66M517M *;• No.58705
:I *=
C OFFSET CUP NOTES:
e063-T8 ALUM. ••'. :• ~
'125. j TOPVIEW 1)HOLESTO BE DRILLED IN THE FIELOFC1&LO48 DIMENgi8tiALIES ICT10NOOtWU4Ot4THIS SHEET. '��0�� '•.F(ORIO?••'••���`
.740'-1- 1 • • • • • • • •..,
r8 2)SEE SHEETS S9,12&18 FOR SUGGLISTED.P:PR01pMATT•FIOLEJ-0C�ITIQNS&ANCHGR OIC.DISTANCE. iss/ CLG��
• • •• • • • • A.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATIORMETHODS.• • • ••• ' FIL P.E. 87-
.:a
70 `
• • • • • • • • • •
1.000' r-- ""j 1.000. f" 1.062•-1 I .740' Q
.083' - •�5 jr{ .12E -.•(1-,126"
.082'
.4� I 1
4.000" .1 'STANDARDCLIP 2.125' 2X6 ANGLE CUP
4.000" 2.826' 6 CC�'33
2.000' I 8063.76 ALUM. IICLIP
2.000'
4.000'
X-SECTION 8083.76 ALUM.
.123' I I 6083-T6 ALUM. XSECTION .125' N
,126" X-SECTION y �U
.125 .125
.031" .125"J O =
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J co
125 DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE 7co
373" '1�° .376' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR 2 km 2
HOLE DUNIETER:ANCHOR DIAMETER+1/18'. m N pO 11)
1•X4"X.126 VX4"X.37T i'X4'X376' 5.500' -6.000'
MULLION MULLION -r-MULUON CUT HERE TO 375 0 Lou
6063-T6 ALUM, 6063-TB ALUM. 6083-76 ALUM, .375' 3.125' CREATE F-CLIP,SEE '�� - MIN. y Z
X•SECTION XSECTION XSECTION MM. I DETAIL F.SHEET E =Q
orarON 1250' I .375" CENTER 0= r---- --8375 Z U
•rAoroar 1.594' 'r---'-'----t r-------I ANCHOR HOLE 1 ----- -----------1 O
1.594' j I I I I' 1 MUST LIE WITHIN .f MIN.
J D.. Z
THE DASHED I I Q
BOUNDARY.SEE I I V
j I I I F SHEETS 10.17 I O ¢ N
2aT5� --- IT --- FOR THE F 1--------1
I i i p ANCHOR O.C. I fAo d
•100' 3.94' MAXIMUM I I DISTANCE I O
3,250' 100° I 1 I I
I I I �. ANJ
CHOR HOLE j Y Y
3.250' ; i I i I I DIAMETER: L_ ___� V Q 3
-.1to
00' _-'----'� �_----__-� ANCHOR ------"---------__
DIAMETER+IN6', a O O
.100' .624" 6063-TO kwM.
824' rt STANDARD CLIP VS ANG P
U•CUP TOPVIEW � -a
.820" .82D' _� 6053-TO ALUM. 6083-TB ALUM. ECU
1260• 1250` .�. CENTFR OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW
WTTHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED
126"X 325'X.1W 125 X 3.25 X.824" 1.25"X 3A4'X.824' SHEETS 10.17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. as eomplf With the Florida
MULLION MULLIONMULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value on) for Mahlon: Dimension Value(in)For Mullion: Building Cod°
6005-T5 ALUM. 8005-T6 ALUM. DIAMETER:ANCHOR DIAMETER+IM'. HOA-No. 17-0530.01
X-SECTION X•SECTON 8005.76 ALUM. 3. 4' F 1.536 1.25 3.
X-SECTION O 1,000 ,125 Q 0.800 X.8?4' Expiration Data 05/2612021
j
H 2680 AkM. H 1.438 Alunlm n
3489' 6.600` l 8000 1 3.2 Tube Mullion Ilam uc on j
,375' -� .375' F 8187 1"XC X F 2025 1.25'%3.94" I!
1.677 .125 MIN. Q 0.757 .375" O 1.125 X.824'
1.377' '125 __ _ _ 2430. AXsNnum H 1.500 Aluminun
- ---'. ------'+_
I I
I r I , IW311
ube ' 1 3260 Tube Mu81on1iF26'X3.26' F 2.613 30'B Mu81 OX.100" F 2.676 46'B6 MuN.126• Mplslm
.126' 45' 2260' I i i i I NuObn
H I
�� I i i i I TABLE D
3.260`46"BAY MULLION I 3.2`•'� 1 I •`••• • r POT PartA ��� Q�......LY NM
J I • • • ••Mull Dhnenabn `, /
30^BAY MULLION 6053.78 ALUM. ._-_... '�-i' • • • • • • ar '�,.•''• EN
%SECTION • (eheal C) Mullion Std.Clip 0lreat Clip U-Clip Angle CLIP �,• 6'F••'•
6063-T6 ALUM. I • • • Q
X-SECTION I I •• • • • ••• • 1'X4'X.126'(10) 66384 666111M 8661122M W5241M 66661*OF8M 2 No.58705
.126' G••eB089i iFLUA.t•• • • • M•X4'X.374(11) 86810 688112M MS1123M 888242M 888619M *.'
228' �••L,9at'^-� •�"��--•981''-� .740^ TOPVEW 1'XC X.378"P(11) WeS3 888112M 6681123M SM42M 6US19M _.9;� /• ;
NO 1.25 X326'XAoW(13) 20160!20312 W61127M 6MI24M 8862410M 6665115M � SAO p�
120'X3.25 X.624`(t4) 20781203/6 MWI28M 6661125M 066201M 8666118M : •., !(7
1)HOLES TO BE DRILLED IN THE MELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON 7141S SHEET.` • ••• • • _ ••• 1.2g X3.94•X.824'(16) 21182 6001117M W61126M 686241M 6865f7M ® %�lCs'•:`,<OR.... •'G�2��
2)SEE SHEETS 10,11,13-15,19 a 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • ••• : : • : • 3pD (19; B8 0 WA WA WA ;IIM ���rSj�NAl1�%````
• •
3)SEE SHOTS 2.4 FOR GENERAL INSTALLATION METHODS. ••• :• • • • • •• • • A. M.REM 587,P,E
• • • • $ FL P.E.#58705
••• • • • • ••• • •
••• • • • •• ••
TABLE E
Mull Dimension PGT PnrtA
--'�--.126'
(sheet#) M.111-0 Std.Clip. U Cllp Angle Clip
Y X4"X.25"(10) 86602 666261M 868271M 686!L[g
U-CUP2X5ANOlECUPP WS-3TS ALUM. 8083.78 ALUM.Y X6"X.25"(17) 66004 66628W 666272M 886 . 2.125 XSEC770N 2.pOp X-SECTION
NOTES: .12526' Li Mn1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING T pWDIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. u2)SEE SHEETS 16.17 FOR SUGGESTED,APPROXIMATE N
HOLE LOG1T10N3. 7
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 5 yCp. U a
CUT 500(' 975 W Q) O N
m
3.600"--��{ CREATEF0.1P' .37b' 376' MIN. m
`C I SEEDETAILF. CO Z
2000' .979' r-SHEE74 MW --� QQ
MIN. ------------------1 z Z Ui �' 2
r------- 1 i i W ?J/ 0 Z
i I I I Q L - 0 Q 01 OI
4.000 -I--__ _--_ _-f- 3.438' re + 3.436' i Z co m
.250" r X 4"X.25- s - I 3.438" ; 1 a N Q§g o 0
MULLION I ( I 1 I .376' 1. N ZO y
605376 ALUM. t I i I MIN. G W
X-SECTION I 1 1 L L-------- -----� Y
E.. rnMn LIP U-CLIP,808340 ALUM. 2X3 ANGLE CLIPCL808376 ALUM. CENTER OF ANCHOR HOLE MUST LIE 808378 ALUM. dOR OF ANCHORHOLE MUST LIE ED FOR Y X 4•MULLIIX•M,SHEET 15 WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g CC 02,�, WRIN THE DASHED BOUNDARY.SEI: TOPVIEW TOPVIEW SHEETS 15-17 FCR THE ANCHOR O.C.
SHEETS 15.17 FOR THE ANCHOR O.C. CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE
DISTANCE MAXIMUM ANCHOR HOLE WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCI.OR DIAMETER 11116*, PRODUCT REVISED
DIAMETER ANCHOR DIAMETER+1118, SHEETS 18-17 FOR THE ANCHOR C.C., as complying with Lha Florida
5.500' DISTANCE MAXIMUM ANCHOR HOLE Building a 17-0630.01
CUT HERE TO DIAMETER:ANCHOR DIAMETER+III r. 5.000' NOA-No.
CREATEF•CUP, .375' i�•375' Expiration Bet 5!26/2021
.375" rL SEE DETA4.F, MIN.
MM. r-SHEET4 MIN. _
375' i
By
_ r---------------------1 Miam a ue Control
-_-
I I I I I
1 ( I I I I
I I I I
1 I I 1 I I
f I 1
1 i 4.888' Q r 5.438' 1 --- ---1 011 fill.
zso - 6.000, I 6.436' i "N
.I I s.43B' i . a�..... M
I • ••• • • • • • •• i I �� '�.•''1.iCEN$ •�C
2'X 8"X25' i 1 i • •i • i •I • ••i • I I L*: No.58705,
MULLION 1 •
•
8083T8 ALUM. 1 • ••• • • I I •3 " _
XSECTXNI 1 i 1• • •• I _ MIN. 'CI
1 *_
_ ----------------------
-----
------------------- ?! Q
1 -- -
2X5 ANGLE CUP %,�ss' ORIPP,•••G\�,`
STANDARD CLIP -• • • • -•- LIP •••- •- - BW3•TS ALUM. ESN�•�•
.250' 808376 ALUM. ••• • 2
I.
ALUM. 1• : TOPMEW A.&W kllll!�R,P.E.
TOP VIEW • • •• • • O I • • FL P.E.#58705
•
• •• •• • • • • • •
••• • • • • •• ••
, THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING RC-0UIRES A DESIGN PRESSURE OF'60-0/'60-0 PSLUMN USING
Q
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION 19 SURABLE,THE MULLION LENGTH IS M'AND THE OPENING WIDTH IS 32432+1'•65'.RFFFRENCING SHEET 23,THE COL
-114".
1SINGLE VERTICAL MULLION n iC
NO ANCHORSINHEM RECTANGULAR LOADING MUST BE USED.SCAR!THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"A.ND WILL MEET OR EXCEED THE REQUIRED �
DESIGN PRESSURE OF+80.0%80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE o
�-SEE see FROM TASTE 3A SHEET 7,THE 1"%2.75'X.37b'MULLION(LENGTH'72',OPENING WIDTH-70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-68.3 PSF AND WOULD d
FENFSTRAnON I DETAILS, 6Y r
FRODUCPS
SHEETS
NOT BE SUITABLE FOR THIS APPLICATION.
APPROVAL 2a FROM TABLE 4A,SHEET 8,THE V X 2.75'X.65P MULLION(LENGTH•M',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF 472.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N
MULLION 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WITH(4)M2 ANCHORS AND THE 2X5 z Mil
U
LENGTH - 4 z wN n9UJ
l..f ANGLE CLIPS WITH(4)p12 ANCHORS HAVE A CAPACITY OF 685 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. O UJ
SEE
3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL w
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED N ACCORDANCE WITH THE S
20 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. S
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 00.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE M.7 PSF WITH AN ANCHOR CAPACITY OF 838 LES.ALTERNATIVELY. DO
+/•
rqµ-ppRs'y�WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR'HE EXACT DESIGN PRESSURE OF 60 PSF: F z
2r -1 MULL W D H (80 PSP)X! 636 LBS).524.9 LBS (MAYBE USED TO QUALIFY 810 STEEL SCREWS FROM TABLE 48) a
DPEWIG WIDTH
l
-72.7 PSF Z m U
THE BUILDING SUBSTRATE I6 KNOWN TO BE CMU ON THE JAMBS AND USES CONCRETE HEADER AND SIU.THE WINDOW FRAME DEPTH IS 2318'.THE OPENING REQUIRES A j Z
Q
DESIGN PRESSURE OF+90.0139.6 PSF.
FOR THE VERTICAL MULLION:
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1~105'AND THE OPENING WIDTH IS 36"+36'+1'-73".REFERENCING SHEET 25.
g ti
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2316"AND WILD. N j go co
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. W d
EXAMPLE 2'MULTIPLE MULLIONSN y
• 9EE DtTNLS, -ROM TABLE 3A,SHEET 7,THE 1"%2.75"X.376*MULLION(LENGTH o 108'.OPENINO WIDTH.80')MEETS THE DEPTH REQUIRED,HOWEVER DESIGN PRESSURE IS H-19.1 PSF
MILL V4DIH--� /"s
�- HEM 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. d W Z O O
FROM TABLE 12A SHEET 18.THE 2'X 4'X.250-MULLION(LENGTH 108",OPENING W)OTH=E0")HAS A DESIGN PRESSURE OF+A84.7 PSF WHICH EXCEEDS THE REQUIREMENTS �U)sO0 mfn
Y FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS. _
s� SEE
3
FENESTRATION DETAILS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'THS M Y BENOTUC D PREVIOUSLY
PRODUCTS sI�ETs ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THEADJUSTEOOPENING.ALTERNATIVELY,THE WINDOWWIDTH6MAYBEREDUCEDTOMAINTAIN PRODUCT REVISED
APPROVAL" 24 THE 73'DIMENSION(35-112'+35.112'42'=73'). as compyln�•dth the FlorMs
BuIltu.9 Coda
r 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE.ASSVME THE POURED NOA-No. 17.0630.01
I MUST BE TAKEN TO Mq:NTAIN THE FASTENERS EDGE DISTANCE
CONCRETE HEADER AND SILL ARE B"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE
VERTICAL , USING THE STANDARD CLIP WITH 18)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.112'•GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH 16 GREATER,AND Expiration Date OW2612021
MITER SEE �-6EE THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. By
pETAp,S, DETAIL E. I� Miam a uet n ro
3 FOR THE HORIZONTAL MULLIONS:
OPEMNG SHEETS 2.4 SHEETS
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER
- FOR MULLION TYPE COULD BE CHOSEN. H
MtAL10N 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32"+72"+2"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAlTR1ANGULAR LOADING MAYBE ,
USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(®LENGTH-4r,OPENING HEIGHT=120-)HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
DESEETAILS 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IH THIS EXAMPLE,ASSUME THE CMU JAMBS ARE it SLi
SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 6",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CUPS WITH W I I 1 I
i•3 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND,HEREFORE SUITABLE,FOR THE REQUIRED `%' N.(LYNN
ANCHOR CAPACITY OF 521 LES. ••• ••• • : • • • •• �♦ aQ•........
E OR CAPACITY OF$21 LBS.TABLE 120 FOR THE ULUP SHOWS THE ANCHOR �1��•'• L.IGEN$F'•�C(_
36•,HaRIz f--- OB',HO- 4)FOR THE U-Ci1P IN THE HORIZONTAL MULUONafQ VERTICARMIULUON.USE 1yE S�nA�C� Q• Y"
MILL LENGTH MULL LENGTH CAPACfTY IS 1074 LBS WHEN USING 3 ANCHORS,WfirH IS @F!tATj!R,AND THil ` IT ,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE ? _ NO.58705 •�
--OPENING WIDTH FOR VERTICAL.MULLANCHOR TYPE IS A))12 STEEL SCREW. •• 000 •• • • • a •• *=
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: •• r _.�'
+1-64.7 PSF FROM THE VERTICAL MULLION: H '
+1.170.0 PSF FROM THE 38"HORIZONTAL MULLION W ON ATTACHING TO CMU; %O S q7E F�.:• �
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION A&TA �p THE VE CAL MULLION ONTERSECT10Nj. _ _ ® ''O
+ ` LTHE ERt THEMULLIONS.••• • '.,(�`S,S':c�oR1aP.•'G��``
THE LOWEST DESIGN PRESSURE IS 1-64.7 PSF ATM WDUI.D 41P • • • • • •••
• • • ••
VERIFY THE DESIGN PRESSURE OF THE FENESTRA?ION PRODUCTS USErp% HI UL�yL'ON*STEM THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ,A/�AML W P�
i PRODUCTS.WILL APPLY TO THE OVERALL ASSEALYMPINAIJIMSIGN PIIESS�RE RLPS TH/R THE1lOTM THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN L 567
ACCORDANCE W,TH THE INSTALLATION SPECIMCA'"ON3 IN10 RESPECTIVE SUB�u�u�u TES AND I)RESTM•TbN PRODUCTS TO MULLION. FL P.E.#56705
••• • • • • ••• • •
• • • • • • • • • •
••
• •• •• • • • •• ••
• • • • ••• • •
EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: g
EXAMPLES OF RECTANGULAR LOADING:
t �t1
PW a O
PW 1 PW �Y
I �
! j PW PW U)
SH/DH f SHIDH SHR)H SHtDH... ... ; O Z
Q • / � Q Q 4' � / I / � � N
W o
W
I
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULUON i // / /HINGED Q
$ILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I DOOR
Z g U
SGO LOADING OF VERTICAL MULLION W'@ O
I - & S Z
I ¢ r
PW LOADING OF HORIZONTAL MULLION LOADING OF HORVANTAL MULLION .-
J
13 ~ Q 01
T j O F Z
[' I AY �g m
PW PW co (q J{ 80 O
I
Z
Cc 1 S2 S2
PW O Q U1 U)
(0 3
SHIDH SHIDH I D'..O Z�O s0
0
SHlDH HlDH
Qj r SH DH
1 / / PRODUCT REVISED
I as complying vrlSh the Florida
Building Codi
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION / NOA-No. 17-0630.01
SILL OF WINDOWS NOT ANCHORED' WITH INTERSECTING VERTICAL MULLION j PW PW HR BxpinNon Date lt) 6/2021
1 _
I BY
1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL pilo a Product ontr
MULLION
I
I
I NOTES:
_- P HINGED Pw
DOOR PW 1)DRAWINGS ARE
RERESENTATIONS OF TYPICAL
.j - - --- -- Pw CONFIGURATIONS.
1 CONFIGURATIONS NOTSHOWN
1 PW MAYBE EXTRAPOLATED FROM
THOSE SHOWN.
/ 1 / 2)IF THE LOADING TYPE CANNOT ``�`1 pNY LYNq/�iii, I
I I • ! • • BE DETERMINED,USE
Q Q i ; • • • • • • PW RECTANGULAR LOADING. \ SF
PW PW • • ••• • 3)SEE PRODUCTS'APPROVAL FOR `*; No.58705 :•
1 ! • • •• ACTUAL ANCHOR LOCATIONS. _
_ I a _
LOADING OF VERTICAL MULLION
LOADING OF VERTICAL MULLION l �0 '., A
ONS
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULL[ 1 SGq
• �SVONAL
ii M
••• •�OAUIPPI1��CF VERfICI! • • • • LOADING OF HORIZONTAL k LIf Ibi P.E.
• • MULLIOIQ • • • •• • • MULLION FL P.E.ti 58705
•
- - I
I
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
t y
MIAMI-DADE AD`` a ^
PRODU �NZRO 'SECTI
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1180515 Wf2Sire } oom 0a
BOARD AND CODE ADMINISTRATION DIVISION T(786)315 -90 (7 5- J9
NOTICE OF ACCEPTANCE OA a e
PGT Industries,Inc. 1
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product
Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within thgir�t diction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—D4de Ctwnty PrUlti t Conti"*•;•
Section that this product or material fails to meet the requirements of the applicabl�Bu il$ing cccly.%
This product is approved as described herein, and has been designed to comply N; the Fforida Building
Code including the High Velocity Hurricane Zone.- '•••••
DESCRIPTION: Series"CA-740"Outswing Aluminum Casement Window-1AM Y. •••• •••••
APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement ViAlow DeUks• LM 0&*
SM", sheets I through I 1 of 11, dated 08/08/12, with revision C dated 05/25/17,p;e W* ed by rnqp*ufacturer,*,
signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Pfoclict CpntrolRevisipp;..;,
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade Cou01yoProduct�
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 manufactures- or its
distributors and shall be available for inspection at the job site at&request of the Building Official.
This NOA revises and renews NOA#16-0629..21 and consists of this paged and evidence"pages E-1 and
t E-2,as well as approval document mentioned above. 1 r
The submitted documentation was reviewed by Manuel Perez,P.E.•7 - , ,
NOA No.17-0614.14
MIAMWADE COUNTY Expiration Date: April 11,2023
q/6117 Approval Date: September 14,2017
Page I
... . . . ... . .
. . .. .. . . . .. ..
. . . . . . . . . .
... . . . . ... .. .
brute&brute, 11C. '
Atnv0d 0 Approved as cortected
[j.Roviso and Resubmt • • •• • • • •
l� •• • •
rtad • • •
• 00.
• • •" • • •
rbnar Specified hem • •
C3 ;x • • • • •
'neral cenf0mtance • • • • • • • • •
This review is only for q . • ••• • • ••• •
with the design concept of the project and
general compliance with the mfo oKtec9ons lon given
in the Contract Documents. C •• 000 •• • • • ••
comments made on the shoo dravrngs dunng • • • • • • • • •
review do not relieve contractor from • •• • • • • ••• •
this • • •• • • • • •
compliance with the requirements of the plans •
edfic item • • • • • • • •
eafications. Approval of a sp •• 000 • • • • • ••
and sp approval of an assombly Of
51 11 not include pP ent. Contractor Is
width the tem is a compo^
resfxtnsible for: dimensions to bo confirmed
amt Corrciatr�at tho}obsitc;lnf0mretlon that
portor
ains sdely to the fabricatim�pcesses nces
e
10 the means.methods,tochn'Ques.
of cprrstruc Wn; coordination
dW-WVftk�of aM v ;and to Pert ^9
aA worn n a tate sati
gy r
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 12-1218.09)
2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM",
sheets 1 through 11 of 11,dated 08/08/12,with revision C dated 05/25/17, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
L Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94 `
3)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding.gj;jss door,
a PVC fixed window and an aluminum sliding glass door,using: K.odispdra ASG TPS....•
spacer system,Duraseal® spacer system, Super Spacer®NXT04 sparer sy;tgV.4.nd XL •,
Ed eT spacer system at insulated�ass,prepared by Fenestrathftt'Mstinj Laborato ,"'•'
•
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL!9970, dated•j j/16/1 j,•••:
06/07/16 and 06/02/16 respectively, all signed and sealed by Id*ai0Ortega,.PX-. .....
(Submitted under previous NOA No. 16-0629.21) •
...... .. . .....
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94•• •• •• "
2)Uniform Static Air Pressure Test,Loading per 1C, TAS 202-94 •
3) Water Resistance Test,per FBC,TAS 202-14 •...•-
4)Large Missile Impact Test per FBC,TAS 201,04: •.• : •
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 CA740 outswing
aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test
Report No.'FTL-7065,dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 12-1218.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 06/09/17,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).
Manuel P E.
Product Coutro Exam I
NOA No. -0 4.14
Expiration Date: April 11,2023
Approval Date: September 14,2017
E-1
a
f
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their
"Kuraray SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014) and with
FBC 61h Edition (2017), dated August 29, 2017, issued by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
f 2.- Statement letter of no financial interest, dated June 9, 2015, issued by m'anuyacturer
signed and sealed by Anthony Lynn Miller,P.E. •
3. Proposal No. 16-0125 issued by the Product Control Section,dates Marcl3 bg,7016, ....:.
signed by Ishaq Chanda,P.E. •••••• '
(Submitted under previous NOA No. 16-0629.21)
.... .... .....
...... .. . .....
G. OTHERS .. .•
.. .. ......
1. Notice of Acceptance No. 16-0629.21,issued to PGT Industria9,•1pot for their Series •;
"CA-740" Outswing Aluminum Casement window-L.M.I."appro8ed opt DN:Jl16
and expiring on 04/11/18.
Manuel P P.E.
Product Contro a iner
NOA No. -0614.14
Expiration Date: April 11,2023
Approval Date: September 14,2017
E-2
511VLAMNATED 711GLASS TACKCK
I�
GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING
IMPACT RATING GLASS STACK Gam' TA II_
VARIES. RATED FOR ULRGE&SMALL BY KUROStY PVB AMERICA INC.KURARAr
CASEMENT WINDOW AMERICA,
3116•ANIEALEDGR -AMERICA N
SEE SHEETS 5•B MISSILE IMPACT RESISTANCE 1/B'ANN AAReCA,INC, NEATSTRENOTHENLU 311VANNEALED OR
Gus' HEAT-MENOTHENED
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 3r WIDTH Q ANNEALED EXTERIOR GLASS
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH _ 25.476'MAX.O.C.IF WIDTH ISRlpy 38
VELOCITY HURRICANE ZONE(HVHZ). UNDER 33.478'(HEAD&SILL � I —�
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4'MAX _._}.g�SEE SHEET 2 11/18"GLASS BITE36
11116'GLASS SITE
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE HVHZ.THE
35
OUTBOARD LITE(CAP)MUST TEMPERED. �[ 3 3 _
3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MULMWADE _ ._.__ —. 17-1/r
�- 50
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR i7-V. 32 32
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS MAX.
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLE 3,SHEET 4. A \ A. ? O.C. GLASS TYPE 1 GLASS TYPES 2&3
4)ALL WOOD BUCKS LESS THAN 1-1/2•THICK ARE TO BE CONSIDERED 1X \ --L 72•NOM. 7��'
INSTALLATIONS.1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED GLASS STAGX GLASS srpcK mASSSTA K
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR 6"MAX 6n6•S STACK GLASS STACK
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY O.C. GLASS A NEAL
1I4•ANNEALED GLASS 3116'ANIFALED OR
TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN AND INSTALLATION / \ HEAT•STRENGTIENED GLASS
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 7r1e•AIRSPA .oso•TROSIFOL®Pve IM'AIRSPA(3:
68• USEANCHOR I BY KURARAY 3116'ANNEALED .OWSG•BYKURARAY
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE I PAR AT EACH Ire EREDGLEALED SS MERILA.INC. GLASS" AMIERMA,INC.
4. JAMS IF tEAPEREDGLASS _ OR
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT 1W ANNEALED 3a -_-NEA ANNEALED EN
TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT HEIGHT IS 36 i HEATSTPENG7HENED GLASS
THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) j / / I 26'OR OVER7o,
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION I I 11116,GLASS BITE 1111("GLASSBITE
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE I / 78' - 37
INSTRUCTIONS, I HEIGHT D3 _� 3
/ 3
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING / 50 � 60
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED 32
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
GLASS TYPES 4&5 GLASS TYPES 8&7
7)DESIGN PRESSURES: I 7M NOW
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, 1 OSS STACK 1 —, - 1` 7n8•LAIANATM
FRAME ANALYSIS AND GLASS PER ASTM E1300. IF� GLASS STACK
e.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURALI 3116'A4NEALEDOR
CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300• a. g EAT-STRENGTHENED GLASS
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. I--� 14-12"MAX.O.C.IF WIDTH IS v4•unsvACE ,M'50.8Y KUPARAY
4'MAX I`� " '33.476'&OVER(HEAD&SILL) 3115•TEMPERED AMERICA,INC
OR
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 30'VISISLE 38 3116•ANNEALED EN
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE OPENING(OLD) 38 C ATb7RENGTHENED
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS EXTERIOR
CUSS
PRODUCT.THEI.BLOADDURATIONFACTORWASUSEDFORTHEEVALUATIONOF TYP.ELEVATION OF CASEMENT WINDOW a i —�'
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 11118"GLASS SITE
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CODES/STANDARDS USED: 37
BUILDING CODE FOR CORROSION RESISTANCE. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 3
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
9)REFERENCES:TEST REPORTS FTL-7065,3579,3580.3724;ELCO ULTRACAN -ASTM E1300-04 _ "
NOA;ELCO CRETEFLEX NOA;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION 60 PRODUCT RLVISED
ADM ALUMINUM DESIGN MANUAL -ALUMINUM DESIGN MANUAL.,ADM-2015 32 xs°o1I1M1dng-Ith the Florida
•AISI SIDO.12 OuiWing Cude
•AISC 360.10 GLASS TYPES 8&9 A"`I
TABLEI: E i nAu
Glass Types • N••,. • • • • Revised dY: 0°Ie: Rcvisi°n: g7
street# �� O Y L M,y„., J R 05!25/17 SATED ANCHORAGE
w ••., _ • • • • A1nm
VYv_- PER FIC 2017.
g GENERAL NOTES.............................1 : l ; V06Ng�Li.• L • •
1 SNB'Lama 118 An-.090"PVB-1J8 An) • • • 1 • • Rev sed Dy: D°Ie: Revision:
2 7J16'Lemi(3116 M•.090 SG-3/18 Ana 6 ELEVATION.......................................ti ••• •• t •
7 GLAZING DETAILS...........................1 N0.68706
3 7/18'Lemi 3/16 HS-.090'SG-3/16 HS) INSTALLATION.................................2 tr°en By.
4 716"Lemi.IG(118"An-7/18'Alr-1/B'An.. PVB-1/8'An) 5 ASSEMBLY TUBE DETAILS.............3 _ ® °ry"'P"°" J ROSOWSKI
5 7/8"Lemi•IG(118'T-T118"Air-1/B'An-.090'PVB-116'An) 6 ANCHOR SPECIFICATIONS............4. O GLAZING DETAILS _
8 718"Lams.IG(3118 An-114'Alr-3118 An-.090'SG-3/18'An) 9 ANCHOR QUANTITIES..........._........4 %� ••6 A �• 1070 TECN110L�GY ORAE wit:
DESIGN PRESSURES......................5-0 71't`:
7 718'Lami.1G(3118'An-114'Air-3118`H5-.090'SG•3116'HS 7 ASSEMBLY DErAILSI80M..............10 �'.•,'��` F�D;1Dp 'G�� • N�4,j w'ea0 16007J CASEMENT WINDOW DETAILS-L�&SM
08/08/12
8 7!8 Lamf. G 114"Air-3116'An-.090"SG-3/18'An) 9 EXiRUSIONSISPACER...._..............11 ;•,S'S/ NA� q� • • •1pvvTApHTImtt
9 7/8'Lemi.IG(3118'T-1/4'Air-3118'HS-.090"SG-3118'HS 7 • A�f L 11 • •GT MA•AIES,P C. Snias/Mdet: Scute: Sheet: °.PVB•=TROSIFOL®AVB gY KUWLRAY AMERICA,INC. A.LYNN MILLER.— �R� �CRVM CA-740 NTS 1 OF 11A740-LM C
REX 68708 F RUTH.
'SG-SENTRYGIAS°'BYKURARAYAMERICA.INC.
CERT, O29296
• •• •• • • • •• ••
••• • • • ••• • •
INSTALLATION INSTALLATION INSTALLATION
OPTION 4
OPTION 1 EDGE �— EDGE DISTANCE OPTION 2
INSTALLATION ANCHORS DISTANCE l STALLATION ANCHORS INSTALLATION ANCHORS
INTO 2X WOOD. DER ARETEICMUN HC OR � I CTLY INTO MASONRY. DIRECTLY INTO METAL.
AS REQUIRED PER 2 EMBEDMENT REQUIREMENT ---------- BUCK WIDTH
TABLE 3,SHEET 4 ` ATTACHED TO
�L 1/4' 15 16 FRAME SILL 10 11
82 TYp• 0� SHIM ATTACHED TO
TYp VENT SILL 13
q\1 EANO E GE ? 8 80 12 89 SELF-DRILLING NT STEEL
2 33
5 ✓ p
SUBST TE,PER , 3 O 20 3,SHEET 4.SIMS,SEE �LE
22 23 4 SEE TAB E 3, t
r SHEE T 0 --�
3 I EDGE
18 84
EDGE 84
U
8 (STANCE . 38 39 DISTANCE
3537 i BELOW OPERA70R ARM
•. •''••:. 182 82 ATTACHED TO VENT SILL 35-37 81
ATTACHED TO I O ' DADE APPROVED
FRAME JAMB L 13 EMBE 1 r4 VISIBLE LIGHT WIDTH(DLO) 3 5 MULLION,FRAMING ALUMINUM,
83 FOR SNUBBER REQUIREMENTS, 8 STEEL
EXTERIOR ATTACHED TOSEE TABLE 4,SHEET 4. WINDOW WIDTH
MB
VENT JAOPTIONALADDO EXTERIOR
12 FLANGE 0 HEAD,
SILL&JAMBSHORIZONTAL SECTION A-A IG
EGRESS FORMULAS:
81 11 SEEDE -t• WIDTH,WASH HINGE:WINDOW WIDTH-13.12
WINDOW JAMB Al,BELOW NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH•7-1/2
10�
HEIGHT NOTES:
HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6
VISIBLE 14 WARE ANCHORS LISTED ON TABLE 3,SHEET 4. / 1 / COMBINATION UNITS.
LIGHT FOLLOW EMBEDMENT AND EDGE .T-- / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS:
HEIGHT BUCK DISTANCE LIMITS.ANY INSTALLATION / / t0•MAX, ______ ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7
(DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY /a INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7
SIDE OF THE WINDOW. / / WINDOW FRAMES AT 10'MAX.
FROM EACH SIDE OF THE FRAME
ATTACHED 2)ALL WO
TO FRAME OD BUCKS LESS THAN 1-12' \ I ASSEMBLY TUBE CENTERLINE.
JAMB THICK ARE TO BE CONSIDERED 1X lam, SEE TABLE BELOW:
ATTACHED TO I t 89 INSTALLATIONS.1X WOOD SUCKS ARE w
FRAME JAMB L OPTIONAL.UNIT MAY BE INSTALLED :Additional Anchors Raqulrod on OVA
DIRECTLY TO SUBSTRATE.WOOD BUCKS —►{ �-e— 70'MAK SEE DETAIL A2.BELOW Side olthe Frame Assembly Tube A
DEPICTED AS 2X ARE 1-12"THICK OR
ATTACHED TO r i GREATER.1X AND 2X BUCKS(WHEN USED) Q Window Anchor
VENT JAMB L SHALL BE DESIGNED TO PROPERLY LL Width A B.C&0
TRANSFER LOADS TO THE STRUCTURE. Jr-25.9' 1 0
62 WOOD BUCK DESIGN AND INSTALLATION _ 28•+ 1 t
38 39 63 IS THE RESPONSIBILITY OF THE ENGINEER Anchoi Type
OR ARCHITECT OF RECORD.MAXIMUM F Window
SHIM THICKNESS TO BE 114'. u Haight A 8,C&D
17 1 r-25.9" 1 0 I
20
16 16LE WDETAIL 28'- t 1 FRODUCTREVISFA
82 DETAIL a.complying with the Florida
21 Al Building,«Mol -0614.14
e a .�iretioe Dme �3
3 80 tlr Ult
WOODC
• •
Ravi:ed By: Dote: ReKH
1 t 19 84 SON,...• i�' • NO CHANGES THIS
B STRIP, II'`e
�! . , JR 05/25/17 SHEET. UCPm.
SE NOTE 2, 1? gsEi••, (, •
THS?MEET.
• • �'A•% • Ravraed By: Dote: Rev:sron:
TYP.ANCHOR TYPE. t/4'MAXSHIM *Fe M.4bS105 •4r.. *tl •
EMSEDMENTAND EDGE f,j `�;•� �= ® o-ownBy:
nexRption: I
DISTANCE PER SUBSTRATE _ CROSS SECTIONS&INSTALLATION J RIDS
SEE TABLE 3,SHEETS CON CR�E •• EMBEDMENT -` O q -
•' TE •, !V J f07R�LCHNOLOGY DRIVE Dote:
INSTALLATION QERANCHOR ' ,Cis•,`ORtpP 'G4�J N.(�N,C4 0L eo 75 CASEMENT WINDOW DETAILS-LM&SM 08/08!12
Rt'QUIREM_ENT ..., TTS
OPTION 3 ED DISTANCE •••v S /r 1 t �d i i • i G�fl
INSTALLATION ANCHORS C arc. Serlaa/Model Srole: Sheet: Druwiny No. Rer: I
THRouGHlx6ucKSTRIP VERTICACS�CTION B-B • ALYNNMILLERPE. • AL"'�"'�" "'�° CA-740 NTS 2 OF 11 MD-CA740-LM C
INTO MASONRY. -- P.Epti870a CERT. OF AUfH. 29295
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
coOPUCT",VISM
CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) G6Idip C4jo
&-uh lLc}ialde
CASEMENT(X) TsuildiCd
4�...I fir- 10",SEE NOTE 7,THIS SHEET / Z�FIGURE 1: -{- I FIGURE 2: 740 SERIES/'� By
AWNING ;"I
- / /-WINDOW
C C
/ D FRAME -�
WINDOW / / \ TUBE LY �"- " FRAME ASSEMBLY TUBE NOTES: U
HEIGHT �� i �� D
/ 10',SEE NOTE 7, �. 1)DIMENSIONS SHOWN ARE\ / THIS SHEET 740 SERIES TIP-TO•TIP DIMENSIONS FOR EACH ,J—CASEMENT-+- INDIVIDUAL WINDOW.FOR SIZES NOTWINDOW Liz SHOWN,ROUND UP TO THE NEXTAVAILABLE WIDTHOR HEIGHT r-
WINDOW DIMENSION SHOWN ON THE TABLES. W (� Z V
WIDTH 740
740 SERIES FRAME SERIES E FRAME 2)ANY 740-SERIES PRODUCT 0 °� .o
CASEMENT ASSEMBLYCASEMENT r `ASSEMBLY (CASEMENT,AWNING OR FIXED Z '
-" CASEMENT)MAY BE ATTACHED TO Q J � o
WINDOW TUBE WINDOW �E TUBE THE FRAME ASSEMBLY TUBE.FOR = Q r x-
/ ALL WINDOWS,USE THE WINDOWS V Tn r'
740 SERIES / NOA FOR ANCHORAGE,SIZE AND '0 w -•� u-
A FIXED WINDOW"` / DESIGN PRESSURE LIMITATIONS. Z 0 Q 0 j
/ z LU W $M
'SEE PRODUCTS NOA FOR ---- — 3)ALL WINDOWS IN THE m �,
/ \ COMBINATION UNIT MUST BE ABLE TO O
INSTALLATION SPECS ti N m
INDIVIDUALLY COMPLY WITH THE �- r
740 SERIES IT- REQUIREMENTS . THEIR •Ld 00�'
CASEMENT EXTERIOR / RESPECTIVE NOA (_V ! m 0 Z
WINDOW V / Z
V 740 SERIES 4)FRAME ASSEMBLY TUBE TO BE $O $O US
_ 740 SERIES FASTENED TO WINDOW,AS SHOWN _ _ 111 j
AWNING CASEMENT DETAILS,WITH MIN.012 X 1'SHEET Y Y F, I
WINDOW' NS METAL SCREWS.USE THE SAME (0 fn Z
FOR SINGLE UNITS: MIN.0 12 X 1"SMS SPACING AND QUANTITY AS THE h
O
Q d
THROUGH FRAME OPPOSITE FRAME MEMBER, 0 0 Q 111 W
1)DETERMINE YOUR WINDOW SIZE FRAME /-ASSEMBLY uj
� $Q
AND GLASS. INSTALLATION HOLES 5)THE FRAME ASSEMBLY TUBE MAY u 0 �'0 g� m n U f
ASSEMBLY �� NOT EXCEED 62'IN LENGTH(AS USED .y
2)KNOWING YOUR ANCHOR TYPE TUBE INA 63'FLANGED WINDOW)OR BE .t m o LL ti U
AND SUBSTRATE,DETERMINE MIN.11112 X USED IN TEE OR CROSS ' I
YOUR ANCHOR GROUP FROM MIN."12 X THROUGH
CONFIGURATIONS.
TABLE 3,SHEET 4. 1"SMS 740 SERIES THROUGH
THROUGH- CASEMENT INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS ®
3)FROM SHEETS 5-9.FIND THE INSTALLATION WINDOW HOLES NOT REQUIRED TO BE CLIPPED TO <o I
SHEET FOR YOUR GLASS TYPE. HOLES THE SUBSTRATE.ALL EXTERIOR
FIND THE PRODUCTS DESIGN !CASEMENT
0 SERIES 740 SERIES JOINTS TO BE SEALED BY INSTALLER. _ ¢'or ° r'
PRESSURE FROM THE TABLE EXTERIOR ASSEMBLY CASEMENT 740 SERIES g m a
LABELED'DESIGN PRESSURE WINDOW TUBE WINDOW FIXED 7)FOR ALL COMBINATION UNITS, Wz- o
(PSF)FOR SINGLE WINDOWS,ALL EXTERIOR EXTERIOR CASEMENT ADDITIONAL INSTALLATION ANCHORS r
ANCHOR GROUPS: (� c] WINDOW' MAY NEED TO BE INSTALLED o
HORIZONTAL SECTION C-C THROUGH THE WINDOW FRAMES AT ^z
4)DIMENSIONS SHOWN ARE 10'MAX.FROM EACH SIDE OF THE
rip-To-TIP.FOR SIZES NOT VERTICAL SECTION E-E FRAME ASSEMBLY TUBE
SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY;_ VERTIC E -0• • • • CENTERLINE.SEE TABLE BELOW: `\\1t .,LYNN
AVAILABLE WIDTH OR HEIGHT • • • • • • • • OUP FROM TABLE 3,SHEET 4. .....
DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP.SEE FIGURES 1 8 26THIS SHEET•DETEQIi{INEyOIJ;t AMCL1oR Additional Anchors Required on each `��,`' �%CENSF!11/��F�i
TABLES. • •• • • • • ••• • Side of the Frame Assem Tube A
2)FROM SHEETS 5.9,FIND THE SHEET FOR YOUR GLASS TYPE. •• ••• •• • • • •• Window T No.58705
5)USING THE TABLE LABELED 4 Width A B,C b D
'IMNDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSS FOR 1MNDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLYTUBE' OR'DESIGN a 17--259-
PRESSURE
P-26 9'
(TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY LUBE IS ORIENTATED.THIS
THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP•TO•TIP. ;• _ / [{' :�`
NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN.ROUND UP T01NE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSIO.ltLtOWY"THE TABLT•S. ••• 4100 •
• • Window Anchor PS0�• 6 TE( 2
JAMBS OF YOUR WINDOW. a Height A B,C b O � ••.,�CORIDP.•�U,�`�
4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETEI%I P THEA UMBER OF HORS 14EEDED INQHE H[AD:SILL AND JAMBS OF 17"• IT 1 0 i S
6)INSTALL AS PERTHE YOUR WINDOW. • • •• • • • • •• • • 0. mem,INSTRUCTIONS ON SHEET 2. • �•� 1 1 At'�'It11O).(RIEi,P.E.
6)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS TTiROUGFi THE WINDOL�I FRA(SEE DE THE SIN THIS
SH MAY BE REQUIRED(SEE
SHEET 2),AND THAT MIN.012 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEN�LY TUBE(SEE DETAILS ON THIS SHEET).
P.E.N 66705
•i• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 4:
TABLE 2:
Window Anchors Requked Jamb Snubber Locations PRODUlh
�s enmplying lYirl6 wtth ttla FkrNds
Window,WWth liN - t3aiidiog Code
Gu:s ) -0614•)4
s11fx' 3s• 37• Accepinnrc No 7 �nPr�
udder 2r 2S1y15 273/a• Anchor Group Anchor Gr«• Anchor Grout PVB SO r;xprr�tiDn Dotc +:w.r7
Anc Group Anchor Group Anoher G" Anchor Gmup (Typos 1,4 a Si (Typos 2,3 6 sal
A B C D A B C D A -Er—C7 O A B C D A B C D A.. B C D A B C D _ DY
F..rJani •vde'PrOdust S. 91
wrier 23• Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 T nd None earth en0 0 30"
Heamb 2 2 2 2 3 2 2 2 ] 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 ! 3 leas Regdmd max O.C.
2515118' 'M� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 T T T 2 2 2 2 2 2 2 2 2 2
IMWI9W 2 2 2 2 3 2 2 2 3 2 2 2 a 2 2 2 4 ] 2 2 5 3 3 9 5 3 ! 3 1Z mak.tam 1Z max.0001
Amb B 4 4 4 8 / 4 4 8 4 4 4 6 4 4 4 6 4 4 ♦ 6 4 4 4 8 ♦ 4 4 �; each and 8,30' each 6110 630•' r V
tMsdf301 2 2 2 2 3 2 2 2 9 2 2 2 4 3 2 2 4 3 J 2 S 3 3 3 5 4 3 9 max D.C. Max D.C.
y„b 9 1 ♦ 4 B 0 4 4 8 B ♦ 4 0 8 4 ♦ 8 8 ♦ 4 B 8 4 4 0 0 8 ♦ 'PVB=TROSIFOL®PVB BY KURARAYAMERICA,INC. J
vi
Ia
Haadl310 2 2 2 2 ! 2 2 2 3 2 2 2 4 3 2 2 1 9 3 2 5 3 3 3 S a ! 3 •SG'=SENTRYGLAS®BY KURARAY AMERICA,INC. W
5"a• Jamb 8 8 1 4 8 0 ♦ 4 B 0 ♦ 4 8 0 4 ♦ 10 8 8 4 10 8 8 a 5 6 8 1
HISCI 2 2 2 2 3 2 2 2 3 2 2 2 1 3 2 2 1 3 3 2 S J J 3 S 4 3 ] SAMPLE CONFIGURATIONS: {9
8D„ Jamb 0 8 8 4 10 0 B ♦ 10 6 8 4 10 8 B ♦ 4 8 8 ♦ 12 a 8 4 5 8 6 ♦ ,- ad rn
Hw0/8N 2 2 2 2 3 2 2 2 3 2 2 2 4 ] 2 2 ♦ 3 ] 2 S 3 9 9 8 3 ] 3 Q
fir Jarfb 70 8 0 8 10 6 0 6 10 6 8 6 12 6 5 6 12 a B 8 /2 8 8 6 12 8 8 8 /X\ LL) g
Meed/8N 2 2 2 2 3 2 2 2 3 2 2 2 4 9 2 2 1 3 9 2 S J 3 9 S 3 3 J 'X� ;;X• �X� \X O )-
7Z
Jamb 10 e e 6 12 B 8 6 12 B 8 8 14 0 8 8 14 a 8 8 1♦ 0 8 8 1♦
Hss/ 2 2 2 2 J 2 2 2 S 2 2 2 4 ] 2 2 4 9 2 2 S 9 J 9 5 3 3 3 °o a Fes-- J. U-
76• Jamb 12 6 0 0 /2 8 8. 6 14 6 a 8 14 10 8 6 14 10 0 0 14 10 8 8 14 10 a 6 .-•X t Z Q 0
Hwd/91a 2 2 2 2_ 3 2 2 2 3 2 2 2 ♦ 3 2 2 4 3 2 2 ♦ 9 3 J S 3 3 3 W
Jamb 12 B 0 a 14 10 0 6 14 10 0 6 78 10 0 8 18 3 8 0 ;X O O '�
�• HgdfSM 2 2 2 x J 2 2 2 9 2 2 x 4 2 2 2 1 J 2 2 (V t� v
1)USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIPi X'•.� 0 � Q 6
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 1 ` N O Z 0
% ( 0 xZ
MIN. Mh Nkt Anchor EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW,7/16•HEAT-STRENGTHENED, %X p `X X /X T 8 p la Z
Grolq Subewa Edea GG Enbedrrakn PNIe LAMINATED GLASS,114'MASONRY ANCHORS INTO CONCRETE,+701-85 PSF DP REQUIRED
a.tsnes dsta oe R. IMT
1 CASEMENT ANCHORS:
806115 Alm, 315 NS No A)FROM TABLE 12,ANCHORS C&D ALLOW A OP OF+70/-60. J NOT �j '3, Q' W ..
812,std SMa(G6) --A3t{Steel 18' S/6• .055 No ALLOWED
A053 final.GO 33 315 NS •016'20 Ga No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE WITH �.(n y.•w o= LLI Q
A y Pk• Na• t• 1a/5 No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. FRAME E 0 m 0 .t U \U
A14,std SMS(05) 6063-T5 Asax. 3I5 --SF- .Oar No ASSEMBLY .p W ct a' u Z o Q
Dr s14,410 83 SMS A36 Std 3/ dd' •080' tb C)FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. �� o a• E V
A1611b tr.33 3f5 5/6' .015.2000. No
28Gr Cmcrels Z1? ♦• 1y8' PID D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD d SILL
B 1N'steel Ukiacon iRIwY wwk 1' 8' 1-114• iO
liolke 8kwk 2.1IS V t-1M No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES PROM ELEVATION ON SHEET 1. N n
if4•std Uloocon Hotlow Bock a e l� N
C 1 4 410 SS 3.3Sk Conerele 1' 6• ta14 No F)PER RULES ON SHEETS 2 d 3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 10' 10' •-R
LT«eFlek HoOow BbcR 2-t/2' b' t-tK No TUBE SIDE OF THE AWNING(HEAD a SILL). o er i o
8.PM SIB' t• talo' Yes I� 4"
812,steel SMS(GS) 808.1-T3 Aaan. 3/5 510• .0715• Yea "`I 4'I r-�4• -►�4• u`�<LYS F a
«111x,410 SS SMS A36 6ld 31V 6.5 .050• res FIXED CASEMENT ANCHORS: w z
A653 81ud tr.33 3/r BIS .045'18 ow, Yea A)FROM TABLE 11,A 34"X 81•FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF �• v
0.PM af6' ta15 Yea +701.00 USING ANCHORS C OR D. - o
914,steel sms(GS) 606118 A 3/6' SIS .07-1 r Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE / o z w
«aa,415 ae SMS A3e std 3 6 ars oso Yes g • . • • • •• 1 t 1 t i i I I
A653 Srud tr.37
IF- S6' A45 1a tA. Yea DESIRED AND DOES NOT REQUIRE THE O P TE IF USING THE CRETEFLEX 108'
D 2eSk Cawraa 1• 4• 1 4. Yea ANCHOR. • • • • • • • • •. 10.8 N4( NH
x.85k Colwrate 2•t!Z ♦' taf5 Yes • • •• • • • • • / �`���O• ••'• �/
11'r awl Usrxal 2.1/Z 5• 1-14 Yes C)FROM TABLE 2A 6 ANCHORS ARE REOYIRED INfcACH jMIP • • ••• • I
Feld OIDtl 2.1/2 4 Taw Yes • • • • • • • • • ` ��
114 410 89 4.3'i1`'Cmcnte t• 5 tall' Yes D)SIMILARLY,3 ANCHORS ARE REQUIR!IPIN THIP PMD 0 SILIK • • • •• 61• * No.SS705
Cr«106 3.388Carwmts 2-1/2' S 1' Yes \ _ /• •: 1}
Brook T•1fiHE
Yea E)DISTRIBUTE ANCHORS FOLLOWING Material Mtn.Fr Min.F. t/irl
39r Coronw 1•1/4 tID GUIDELINES FROM ELEVATION ON SHEET 1, Steel Seraw 92 kai 120 ai \ I Lit�.'.
_ 5115 alael UBraem Hoikw Bock 11/6' )b peal Block 2•ifY 1 ••
1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF F)PER RULES ON SHEET 2,INSTALI.1 • 47 W kai 1 ks • i ! .tk !(�`
ADDITIONAL ANCHOR ON THE FRAME • Elco Wore r/0• 155 kal 177 k • 4' _.__- _ __ %'SIS,..ORIOI•,• \1���
THE ANCHOR GROUPS ABOVE.CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER ASSEMBLY TUBE SIDE OF THE FIXED• 410 EkofrsA♦Fl•t® 116 kksi A98.7 k•1 •
FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL CASEMENT(HEAD b SILL). • • ell 1 18 kal kala • '�r//1NAL 1o1I``�
2)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. • A3g 38 ksi Iia ksl 28' I"'r 13'034' 13'►�
3)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD- tr.3]Std Stud SJ kal dy ksl 34' A.LYNN MILLER,P.E.
PJe s soma
4)FOR STEEL STUDS,MIN.FU-45 KSI.MIN FY a 33 KSI. -
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
FOR GLASS TYPES:
PI20UUCT REVTSBD
TABLE 5:
1)5/16"LAMI(1/8 AN-.090"PVB-1/8 AN) z complyingwirbdicFl ride
Dwlpn Pressure Opel)for Shpt•Windows.AN Anchor GroupeBuilding CM.
4)7/8"LAML IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) A.ccptnnco No
Window Width C.irulion Dau
'PVB••TROSIFOL BY KURARAY AMERICA,INC.
under2r 25.10116 27-314• 30• 39-1!2• 35• 3T By
under Zr +7W-9D +70(.00 +7W-00 +M40 +701.90 +76.80 +701-90 A1i:u i. mFPr of
29-15118• +701-90 +?01-00 +7x•60 +701.90 +701-00 +M.00 +7x•00
3+6.1/0• +701-00 +70140 +701-00 +701-00 +701-00 +701-00 +701.90 WINDOW
48' +70140 +70140 .7640 +?01-90 ,701-00 +70140 +7011•91 HEIGHT ()
5178!8• +M.90 +76-00 .701-00 +7W-00 +701-00 +70140 +701-09.2
Or +701-00 +701.90 +70140 +76-08.5 +76-00.8 +701-77.1 +701-74.3 `WINDOW
63• +701-00 +76-00 +7W40 +70!•84.3 +76.76.5 +701.73.7 +m-70.1 -'-^'I WIDTH J
7r +701-00 +701.87.2 +701-77.7 +9W-71.6 +66-624 BW-80.9 -1-50.3 LU Uj
+/-07.3 +1-68.9 +/-57.2 +/-59.6 SEE SHEETS I A 4 FOR
76• +701-80 *701-04.11 +701-79.7 WINDOW ANCHOR
84• +701.90 +701.80.4 +701-71.3 +0/021 -1-54.2 LOCATIONS AND QUANTITIES. J as g U
1 0
W Z a�
Q � r
TABLE 6: ..0- J LL -.
Design Pressure(psly for Windows Attached to a Vertical Frame Assembly Tube ^j Q O
a to W
m INktdaw Width a, o
under 23" 25.16118" 27.314" 30" 331!2" 36" 37" ti N
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ant Group Anchor Group to0, W .CO
N 0 IX OO AZ
A B C D A B CAD A B CAD A B CAD A B CAD A B,CBD A B,CBD 8 � Z
under 23" +70190 +70/90 +70/•90 +701-9D +701.90 +7W-0D +701.90 +70%90 +701.80 +701-80 +781-90 +701 90 +701-90 +701-90 +70/.90 +701-90 +701.90 +70%90 +701.80 +701430 $O $ c
25.16/16' +70/-90 +701-9D +701.90 +701.90 +701-90 +701430 +70/-90 +7D/-90 +70/.80 +701-90 +701-90 +70/•90 +701-90 +701-90 +701.90 +701.90 +7CV-90 +701-80 +701-9D +701 90 Y Y W
98318" +70/90 +701.78.4 +70180 +701-90 +70/84.6 +701 90 +701-9D +70/-79 +70/.80 +701-90 +70/-73 +701V +70/-90 +701.81.8 +70/-9D +701.90 +701-78.3 +701-90 +701-74 +70/.90 (n (1) a Z
4B" +701-76.2 +1.61.1 +701.73.1 +701.90 +187.5 +70/80 +701-90 +1.83.1 +701.90 +701-90 +1-68.4 +70180 +701-90 +/85.4 +70/83.9 +701-9D +/$28 +701-90 +/-59.2 +70190 O O Z 111
60 fi16' +701-723 Nb7.9 +189.3 +701.80 +/84 +70190 +701-90 +/69 9 +70/90 +701-90 +/•65.4 +70188 7 +701-9D +182 +701-79.5 +701-90 +1-%3 +701-90 +1581 +70189.2 'i co (� W Q
80" +181 +1.48.9 +/-68.6 +701.90 +/-84 +701-11&8 '+701-9D +!•60.5 +701$1 +701.80 +/487 +701.74.9 +70148.6 +1-62.3 +187.1 +70180.3 +/60.1 +701-77.7 +147.4 +701.74.3 '92 W •g(n t>) M U
W w Q .G
83" +1-68.1 +/-48.6 44-65.7 +701.88.7 +/-61.5 +701.825 +701-90 +148.1 +70/•77,1 +70180 +/44.6 +701-71.9 +70!-84.9 +149.8 +183.9 +701-76 6 +/47.7 +701-73.7 +145.1 +701.70.1 E U
FRAME W o
TABLE 7: 10•MAX -�„� I ASSEMBLY Z:.
h
porion pm""01e0 for W^da"'•Attaohad to o Opp nla y Fran M•ertbly Tub" I TUBE
WYdwrr Wdlh WINDOW FRAME 1 0 6
,.e udor23.25.16118• 27.314•&A-
33.712" 36" HEIGHT ASSEMBLY WINDOW 0 $t 7
Anohar Anatwr Moho? Anchor Getup TUBE HEIGHT =L a tII a
Amtw OrouP Anchor OmW crZ, i u.
Grow _aouP Guoup � .
O
Al) M A6 ANA D C6D A D C6D A D CeD 10.144X• 1 ~ Q:
udor2r +m-90 +ra40 +701- m40 « •67.11 +701-00 +70140 .7--08 am4p «70140 .701-Te.2K+1.14
F WINDOW ADDITIONAL nZ W
26-i6n6• +m•0/ +7940 +7 70F00 +ra40 +70140 +701-00 +m40 +70140 +m-07,11 +moo IT ADDITIONAL WIDTH
ANCHOR - v
ANCHOR (<).IF REQ.
383/6' 77 o +70140 +ra4p70140 +ra40 +70140 +70140 +ra4o +mop +m4e.11 +moo (4),IFiFA46' +70140 +TW40 +70140m40 +ra•90 +m40 +7x40 +m40 +70(40 +70140 +ra40 •• ••• • • SEE SHEETS 1 6 4 FOR WINDOW ANCHOR6aee +70140 +moo +moomoo 4ra4o +70140 +70+46 +moo +70140 +ra-0a2+?01-092 • • • • • • LOCATIONS AND QUANTITIES.SEE SHEET ��� NV LYNy+10140 +moam4ae+701-50.6+701-00.01.m-77.7+m-77.7.m•T7.T+701.74.3,701.74.3 • We+�^'I•• • • . • . O...........M '.
�. • MISrH,Ile 1 • a •• • 3 FOR ANY ADDITIONAL ANCHORS `� .�`A,.•VICENSf'•��(�
63' ,70140 +701.90 +m40 +701-01.4+ro-711.6+701-70.6«Ta-711.3+m-T3T+m-74.7+701.73.7+ra•70.1 +701.70.1 • • REQUIRED FOR THE FRAME ASSEMBLY '
7Y +ro4D -;1-W-07.2+ra-n.7.7x•71.6+601-02.4+60142.4,60.62.4+6+40.9+00140.9+60140.9 +?40.3 4/49-3 +1.6113 SEE BHEETS i4s:;OR yyryDOwBNCHgIi • •• TUBE. ' '•.�
LOCATIONS AND QUANTITIES.SEE SHEET �. �'58705 *_
_ r 76• +70140 +70144.6 01017747 +147.3 +136.9 +/•611.9 +!•66.9 +1-57.2 Nfi7.2 ud73 H46.6 +lane H58.6 3 FOR ANY ADDITIONAL ANCHORS -
M' +70140 +ro40.4+m-71.3+601412.1 +1-51.2 +/0({.2 1 +131.2 REQUIRED FOR THE FRAME ASSEMBLY
• • •• • • • • •• • • '' S170014E E��� I
NOTES: __ • • • • • • A.4M•R4 Mh.IEI IPE.
1)SEE SHEET 4 FOR ADDITIPLE CONF
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS.wTH7NS P.E.9511705 1
• • • • • • • • • •
• •• •• • • • •• ••
FOR GLASS TYPES:
Fi10+,}tJCT REVISED
rABLE 6: 2)7/16"LAMI(3/16 AN-.090'SG-3116 AN) :•"caplTWawKh N Fort°�
Deaipn Pleasure"0 for Singe Windows,Al Anchor GmWs "ding...cads
I� BG"=SENTRYGLAS Y KURARAY AMERICA.INC. p�ccPtwKe Ta � 'D .Is
U ��w�m 13 -mMM Dem
under Zr 25.15718 27.3/4' 90 33.117 35' 37' �)
utdor23' •8er Zr •90-130 •90.130 +901-130 +901-130 +90.130 +901-130 WINDOW 'ltd;uni eie'mduct,CR@�51
25.15178 +90.130 +90-130 +90.130 +90-130 +9043D +90-130 +W-130 HEIGHT
38.318' +90.130 +90-130 +90.130 .801-130 +90.130 +90-130 +90-130I [I ¢V
48• +90.130 +901-130 +90.130 +90f-130 +W-130 +80-130 +901-130
.90-130 +90.130 .90-130 +90-130 +90-130 +901-130 WINDOW
Spb/8• +90-130 WIDTH
60` +90.130 +90-130 +90-130 +90.130 +90-130 +Bd-790 +80.130 J
+80%130 +901-130 +80.130 .80-130 +80-130 +90-130 +9x-129.8 SEE SHEETS 1 O FOR (n d
63' WINDOW ANCHOR W
7Y +90-130 LLI
+90-130 rp0-130 +901-130 +901.129.1 +90-122.5 •9x-113.8 LOCATIONS AND QUANTITIES. -J h
78• +80.130 +p0/-130 r90.13D +90-130 +90-124.1 +90-118.7 +90.107.8 n' W 'a
84• +901-130 +901-130 +90-130 +90.130 +901.118.4 f7 0� t 1
F z _j
a r
TABLE 9: ..l0.0 J 0 .
DWIW Prassun Ws0 for Windows Attached to a Vertical Frame AssemeN'To* :s �(
Window Wlah _ 37' a h
m 26.15/1°" 27-W 30" 3}VY N 0 i
order 23` Archon Group Anchor Gmtq Archon Omup
Anchor Group Anchor OrouP Archy Group Anchor GmW r W 0 (n
Cd0 A B C D A B C D A B C D A B C D pp O
A B C D A 8 C d 0 A B .70.80 +rom +70$0 +70-90 +70/.80 +lam +701-90 +7am «7x•90 +lam +701.90 rTam .701.80 N O_
undar23" +lam +701.90 .lam +70.90 +70-90 +701.80 +1060 .lam +70$0 .lam .70-90 +lam +lam +70-90 +70$0 +70(-90 +701-9D +70140 +lam +701-90 +lam +70.80 y O cl) Z_
25.1x16' +lam +lam +lam +7x•90 +lam +lam +lam +7x.90 +lam «Tam +7a6D +lam +Taro +7040 +lam +Tam +TDI-90 6
36.316` +lam +701.76.4 +7040 .7a•BO +lam +lam +70140 +701-90 +Ta-00 «lam +701-90 +70140 +701.90 +lam +lam .Toho +Tam +70.80 +lam +7040 +lam +Tam +lam +70!40 +lam +Tam �
+lam +lam +lam +7x•78.5 +lam .7060 +lam +7x-76.1 +7040 +lam +lam +70-02.9 +70-80 •rom +lam Y W
46' +ro-70.2 +/-0i.t +7a•T3.1 +7040 +70-04.1 .70FB0 +10.80 +70.78.9 +7x40 +lam +70.79 « .Tam +7&•78-9+70-08.9 +lam +70.90 C
SO5!8` .701-72.3 +157.9 +/401.3 +70140 +7x-00.1 .70140 +Tam Na•74.8 +Taro +70140 +1-08.2 +70ffi.7 +J0(-90 +7060 +70.74.4 +7040 .7040 +lam +70.71.2 lam +lam '~
+/16.9 +1.80.5 +lam +!$7.5 +70-066 +Tam +f-03.1 +70-01 +7dm +1.68-9 .701-74.9.7x$9.8 +lam H$26 +7xd3.9+70-00.3 +lam +140.1 +70$0.2 +lam +701.90 +/$&3 +701.75.9 r70m .70160 a W ti 1
+ +Id6.a +/•ss.7 +ro-e6.7 +1$4.3 +701-025 +lam +1.60.1 +701-77.1 +lam +/-05.6 +70.71.3+701$5.3 +70/40 N59.8 +70.79.9+ro•7B.a +Jam +1.57.2 +7x06.4 +ram +Tam +l•W,1 .701-72.3+ro$as .701.90 N'e VJ o W Q
6y /58.1 FRAME 10 O n N C0 i U
C
1('AIA%. -� r"�TUBE ASSEMBLY a o a G V ur I
T
TABLE/0:
WINDOW
Dmol proN me 4*f)for Widows Attwlad to a Horko0tB1 Frame Asaamd7 Tube HEIGHT
Whdav Witllh WINDOW FRAME + p c•
e �. HEIGHT -ASSEMBLY 1-
uder27 25.15/16' 27,V4• 00' 33-VT �`'" � TUBE _I WINDOW� ADDITIONAL _Z w a
Anchor Anchor Anchor Anchor Anchor Drop Anchor Gmup Anchor OmW -�1 ANCHOR u I
WIDTH
GrorA Omup Omup Grout 10'MA%. (4).IF REQ. S e
An A9 A9 A9 A e c a D A e C d D A B c d 0 SEE SHEETS 1&4 FOR WINDOW ANCHOR 0 �' 6
unaer23' +lam ,701 +Jam .ro40 +ram +7x-07.6 +lam .Tam +70-03.0 +lam .7640 .ro-79.2 .701 '-- ADOITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 0 Z rj
26-16116' +ro40 +Tam +7x40 ,rom +Tam «rom +701-00 +TOIm +7040 .lam +70-9'7.6 +lam +lam ANCHOR 3 FOR ANY ADDITIONAL ANCHORS
0a31S .ro40 •7&m +lam +lam +ram +lam +7&40 +lam +70.90 .70140 .401.90 +70.90 .ro-90 •• ••• •(4).IF&EO. • •• REQUIRED FOR THE FRAME ASSEMBLY
• • • • • • • TUBE. ����11 Y LYN/y♦�/�
46' .70140 .7 40 +70140 .rom +Jam +lam +70140 +7040 +Jam .rom +rom +7x40 .ro40 `` �QN•........ �/l�'�.'
5o,Y6' +ro40 +rom +rom +lam +Jam «7040 +lam +lam +lam .ra90 .J6m .Jam .lam •_ I w i i •i ••
80' +ro40 +7040 +7640 .7&m +Tam +ram +lam +Tam +lam ,lam +7640 «7540 ,701-00 �-�-i • • _��1'�.•••4lCEN$(e''•.(�
83' +ro40 .rom +lam .7x40 .JW-90 •Tam +7x40 .lam +lam +7&40 ,Tam «70'40 .70/40 SEE Sl'1LETS 11.4 POR WRISOW A1ICHOR • •• Q', -•.� I
77 *7040 *lam +7040 .rom rrom •7640 •Tam .7&40 *lam +7640 .70.90 +lam +lam LOCATIONS AND QUANTITIES.SEE SHEET No.� `
3 FOR ANY ADDITIONAL ANCHORS * *=
TB' +lam .ro4o «lam +Jam +lam .lam +lam +lam +lam .7&40 +7640 +7040 .lam REQUIRED FOR THE FRAME ASSEMBLY 'y __
94• +7&40 .7&40 «70140 -.7x•90 .70140 +lam - TURF. ••• • - -• • • - 7 t-
+70140 -
• • • • • • • • • • 0,•• A OF •<(/�
A l�NI1tRVILIER P.E.
01)_TES:
P.E
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FOR GLASS TYPES:
TABLE 11: PRODUCT B.itab,
3 7/16"LAMI 3/16 HS-.090-SG-3/16 HS) oseemply n8wrdtthoFlu^da
Design Pressure(ps0 for Single WWdows,An Anchor Grail% ) ( Buildin6 Code
Width 7)7/8"LAMI.IG:(3/16"AN-1/4'AIR-3/16"HS-.090"SG-3/16"HS) Aucp eucc Pi,
Window 9)7/8"LAMI.IG:(3/16"T-114"AIR-3/16"HS-.090"SG-3/16"HS) Exptranort D�'
undef23' 2&1&16• 21314' 30' 331/2' 3S• 37- B
under 23' +951-130 +9x•130 +901-130 +90J-130 +901.130 +901-130 +99-130 "SG-SENTRYGLAPBY KURARAY AMERICA,INC, pdionu ade ProJuct C 1
r4r
+901-190 +901-130 .0/W-130 +901-130. +9x-130 +901-130 +9x-130
+901-130 +901-130 +901-130 +951-130 +9x-130 *W"' +aa-130
+901-130 +9x-130 +901-130 +99-130 +901-130 +901-130 +901-130
+9x•130 +901-130 +90/-130 +951-130 +9x•130 +9x430 +W130 7 a
+9&-130 +9x-130 +9x•130 +9x-130 +9x•130 +9x•130 +901-130 WINDOW
HEIGHT
+QW-130 +99-130 +9x•130 +901-130 +901-130 +901.130 +901-130+99-130 +9x•130 +901-130 +901-130 +901-130 +8x-130 +901-130 J W+901-130 +9x-130 +901-130 +901-130 +9x•130 +901-130 +901-130 �WINDOW Q
gq• +901-130 +901.130 +901-130 +951-130 +901-130 WITH Q� e V
SEE SHEETS 1 a 4 FOR Q
WINDOW ANCHOR
LOCATIONS AND QUANTITIES. W Z � o
H N
TASLE 12: �Q7 _ LL
Design Pressure(psq 6r Windows Attached to•Valk.Frame Assembty Tub - Q < 0
>> X ¢ . O
Wsdow Wldlh d W j ti
under 23' 25.15h6• 273/4• 90' 31117 33' Q
Arcbr Orot• Archer Group Anther Group Anchor Group Archer Group Arches Getup Archer Group I`•
A 9 C D A B CaD A B CaD A B C D A 9 C D A a C D A B C D O Lu „F
teder23• +701.90 +78-90 +78.90 +701-W +701-00 ,79-00 +701.80 +7&•90 ,7x-00 +79.90 ,7x•90 ,7x•90 +70180 f7a•90 +7940 +78.80 +70'-00 +7&40 ,79-90 +701-00 +7x-00 +79.90 +70140 +701-00 +mw +7940 N Z Z
2&15!16' +7x-9D 179-00 +7x•80 ,701-90 +7x•90 ,701.90 +70140 +7x•90 +70!•90 +7940 +701-OD +70140 +701-00 +79-00 +7&40 +7&40 +7x-00 +7&-90 +70/40 +7x-00 +7&40 17&-00 +7&•80 +7&40 1701-00 +701.90 o O 8 O (n
38•,116' 1701.90 +70I.78A +7&40 77&-00 ,7&•80 +M.00 +70/.W ,70.80 +7x-00 +78.80 +701-90 +701.9() +701-00 +7(740 +7&-90 +7x30 +7a�0 +701-W +701-90 +7x-00 +7a-BO +7&•90 +70/.90 +7&•90 +701-90 a7a.90 (n j
46• +701-768 7.1.1 +79-73,1 «701.90 +7&•94.4 +701&10 +7&30 Waa6.9 +9&30 +7&-80 +701-73 +70!•90 «7aA0 +7x80 «7N•7e.5 +7x-90 +7x-00 .701-90 +7aas.1 +7&480 +70/-80 +7aAD +701.629 ,79-00 +701-90 +7W'00 Y Y Lu >�
S0.SI6• +78.72.3 11.7.9 +1.68.3 77&40 47&.0.1 +701-00 +701-00 ,7x-74.6 +7x-00 +7a.90 +1-09.2 +70).86.7 +7840 ,70140 +701.74.4 +701-W +701-00 +7&40 +701-71.2 +Ta-00 77&40 +7a-eo +7a•78.s+701-09.8 +70140 x79-9D j ? (L W
eD +101 +146.9 +l.e.s ,701-90 «ra7.s +7&-08.8 +7x-00 +1831 ,70131 +7x-00 4/b6.4 +79&4.9+7aa9.e .7ai0 +r-029 +M43.01+70/40.3 .7x 90 +160.1 ,751 g0.z +Ta 9D +79.80 ,/d8a +7aas.9 «701-90 -701-90 > >
+/.56.1 +/.46.5 +1.66.7 +7x-06.7 +1.4.3 +7x-02.5 +7x-00 +1•601 +701.77.1 a7a40 #145.6 +701.71.3 +78.5.3 ,7x-00 N•59.6 1701.79.9+7&•78.5 +701-60 +1-67.2 +751-7Q4 77&•90 +701.90 +1.83.1 ,701-723+701.6.5 ,7&80 �� � u� � $Q
1 �" FRAME
. 0 m O 19 us S V
�' w >n w s Q ."s
10-MAX. ASSEMBLY
W rp
TABLE 13:
WINDOW Y N rn
Design Prsesu (pall for Windows Attached to a Herhonlel Frame Assembly Tube T__ HEIGHT
r
UMsId� N
III��1II -
Window Width WINDOW FRAME -+ o�+o O
L.J
m�v
25.15116• 27314- 30' 33.117 3S 3T• HEIGHT ASSEMBLY L_TU _I WINDOW ADDRIONAL g w Anchor Anchor Anchor Anchor Group Auhor Group Anchor Group ii -'-I WITH A,Group Group Group ),IF RC-0.10MAX. US
AN A6 All A B C a o A B C a D A B C a D SEE SHEETS 1 x 4 FOR WINDOW ANCHOR _
undo 23' +79.90 +79-00 +701.80 +7.80 +7&-90 +"".'
701 7. ala +701 77&.3.8 +M.90 +79.80 +701-79.2 +701.90 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET v
2&1&18" +7a-9D +701-00 ,701-90 +79-00 +79.80 +79.90 +79.90 +79-90 +7x-00 +70.90 &7&-07.8 +7x-90 +7&•60 ANCHOR 3 FOR ANY ADDITIONAL ANCHORS
(4 IF REO.
36.38' +7x-80 +751-00 +78.90 478.90 +70t•90 +701.0 479-90 +78-90 +701-90 +701.90 a7a-90 +7x•90 +79.0 ••• • • • • • REQUIRED FOR THE FRAME ASSEMBLY
46' +701.90 +7&40 +70/.80 +7x-00 +7x-90 +701.00 .7x-00 ,701.0 77&•90 +79.80 +701.0 +Ta-00 +7a-0� • • • • TUBE. `�.�`ON�(LYNN 1
60-SW 1701.90 +7a4o 17x•90 47x40 +M-90 77&-00 +70/40 +70040 +79-90 +7&40 +701-00 +7x40 +701 • • • a.:••..••.• �1� •�'
•• •WIDTH • ••• '�.• V10ENyF'•.�/_ '
60' +101.90 +7840 +701.0- +7-•90 +701.90 +7a-0o +7840 +701-90 +701.90 +701.00 +7040 +7940 +7x•80 • ,.,� i i
63• +70.90 +7x-00 +7840 17x-90 +7840 r7a-DO +7940 +7a-ao +701-00 +79.90 a7a40 +7aA0 +7x4• LOCATIONS ANO VAN ITIES. E E# N0.68705
72• +701-00 +7&40 +7x40 +7a4D +7x40 +7x-00 +701-90 +7&•80 +78.90 +701-90 +7940 +70140 77&•90 3 FOR ANY ADDITIONAL ANCHORS _*' •: *_
76" +7040 +7a-g0 +7940 +7880 +78.90 +70x40 +7840 +78.90 +7a-90 470140 +701-W +7x-00 +7&•90 REQUIRED FOR THE FRAME ASSEMBLY =_,O
�• +7aao 77&-00 +701-eo 77&-00 +7&-90 ,7&-90 +7a4o i•i" • • 000
• - - _ 'F :�w�
••• i• • +•• i i • i• i i NAL
NOTES: • • s • • • ree�1 1 p
P.E
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. AL7N ,
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.%667Ds
••• 41 • • • ••• • •
:0411 Is 0
• •• •• • • • •• ••
009 0 • • ••• • •
FOR GLASS TYPES: monucirRlavisrtD
TABLE 14: 5)7/8"LAM/.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-118"AN) +•c"ntp'Yins wiOrdaFluida
Building C.. r .Qb�'•
Design Preasurd(pef)tor SYpk Vdntlowa,A9 Alwlwr Groupe •PVBI-TROSIFOL VB BY KURARAY AMERIC0.INC. � in No
Expire Due
Widow Width
pF
ulder23' 2515/18 27314' 30' 33112' 35' ST Munni .'�n+8: vrmol
raider Zr +7x•90 +701.90 470/•®0 +701.90 +701-00 +701-00 +ro-00
zs15/1e• +701.90 +7x-90 +701.90 +701-90 +701.90 +70140 +7a-0o
38.31ir +701-90 +701-00 +70/-00 +701-00 +70140 +701.90 +701.90
48' +70/.90 +70140 +70%90 +7x•90 +7Or40 +70180 +701.00 T' U
50.5/8' +701-00 +701-00 +7a4o +70140 +ro.90 «701-00 +70140 f
+7a-90 +71Y-90 +ro-90 +7a-0g.8 +70/44.5 wiPIDOw
00' +701.90 +7x-90 HEIGHT J
+701-00 +70140 +701-00 +70140 *701-07.2 +701.54 +701-70.9 LLJ
� r
89' d
72' +701.90 +70140 +701-08.5 +7 L5 +801-70 +001-09.4 +501-07.s (�
78' +701-00 +70140 +701.88.3 *701-78.7 +801-07.2 +801-05.2 +S -83.3 WINDOW 001 �- g Q
.70140 +701-0t.3 +801-70 .Oa87.5 WIDTH U
84• +7x40 � � r
SEE SHEETS 1 a 4 FOR
WINDOW ANCHOR LU Z k
LOCATIONS AND QUANTITIES.
TABLE 15: J
Design Pressure Ip60 M Windom Attschad to a Vardeel Frsma AssernblY Tube LIL
window vvmn 33, Jr = W ►JJ '00
m 25.13118' 27.3/4' 30" 93.1f2' Anchor Group
under 2J" Anchor Group Anchor Group d 0
Anchor Group Anchor Group Anchor Oroup Anchor Oroup
p A 8 CAD A B CSD
A B C D A B C a D A B C a o A B C D A B C ,Ta90 +701.90 +701-90 +701.90 +70140 +70140 +70/.80 O 0 $Z
+70140 ,7x•90 +70190 +70/•90 +7a•W +701-00 +ro-90 +70140 +701.60 +7x•90 +70140 +701.90 +701.90 ..
under 23• +701.90 +701-00 +701.90 :*7
+7ag0 ,T0/-90 ,10140 +7x•90 +701-90 +7x90 +701.90 +70190 +7x90 +701.90 +71-90 01701-00 ,701-00 _� Z N
x5.15118' +7.40 +ro40 +70/-90 +70/•90 +701-00 +701.90 +701.90 +7a-0o +ra4o +rom
365/1" ,70140 ,701-18.4 ,701-80 ,Ta.44.5 +70/•90 +ro40 +701-19 +701-W ,7x40 +701.73 +70140 +70/-90 +Ta90 +70/-0La +7a•90 +701-90 +ra4o .laaea .ra-9b +ra90 +101-r0/ ,7a4o +ra•90 0°o $0
+137.5 a7dm +701.90 +143.1 +70140 +70190 +1-001.4 +701.90 r701-00 +701-00 4/354 +701.83.9 +701.90 +701-00 +142.6 +70140 +7a•W +/39.2 +70/.80 +7a-0D
4M +701.782 ./91.1 +701.73.1 +l-02 +70/-79.5 +7W/ +70140 +139.3 x701-00 +701.90 +1-56.1 +7a-0B.9 +701.90 � � � F-
50•SIB' +701.7x.3 +/-67.8 +1-09.9 +1.64 +70140 +7x40 01!•59.9 +70140 +i0/-W H-0S.4 +7a-08.T +701.80 ,70140 O
gi 80' +/-01 +/48.0 +/•501.5 +134 +701-08.8 +701.90 +1.50.6 +701-01 +701.911 +/-48.7 +701.74.9+701-09.6 +701.90 +132.9 +147.1 +701.80.9 +70140 +f-00.1 +70/302 +701-08.8 +1.47.4 +701.75.0+701.81.5 Z W -h
+'48.3 4/35.7 +701-08.7 +131.5 +70/32.5 +70/.90 4!48.1 +70/-77.1 +70140 +/14.5 +701-71.5 +701.55.3 +701.90 +1.40.8 */-03.9 +701-78.5 +70197.2 +147.7 +701.78.4 +701-04 +1-45.1 +701•M.3 +701.79.9
99' +1-59.1 FRAME 0 0 U) N $Q
t� W U
ASSEMBLY B Q" sp W -4;
Q •p
10'MAX. --", r- TUBE
WIN �
TABLE 18: m
-1- HEIGHT ® 0`•'o.. N
DaaNn P-.-9>•0 Mr wsido re Att@cW to a Frame Aseamby TWe T i_
WhWow WtlN WINDOW FRAVE O O F
HEIGHT ASSEMBLY ITIONAL i w 5
e wdr23.Fl-r;r- 27.14' 90• Yi•1/2• 93' TUBE WINDOW L_
WIDTH I- CHOR
ArchQ Ar6Mr Arctlr Amtnr Arclor c9oup ArKtalr Group Arctnr Group (!4).'l F REO. V? rr
Group orc p Group Group 10'MAX. a E
NI AN AN Ali A B C I D A 6 C S D A 6 C a D SEE SHEETS 1 8 4 FOR WINDOW ANCHOR
ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET
-cr Z3• ara40 +lam +ra40 +Tam a701•Ip +70137.8 +71-.90 +Tam +701300 +701-60 +71-.110 +77-79.2 +Tam ANCHOR 3 FOR ANY ADDITIONAL ANCHORS
26/5110 +lam +lam .ram .ram +70140 +7x-00 +lam .70190 +701-00 +ram +ra37.6 .7790 +lam REQUIRED FOR THE FRAME ASSEMBLY t t 11 I I I r
Je:Ye" +lam .lam ,ra-90 ,ram +lam +lam +lam ♦lam +701-90 +701.90 017x38.9 +701.90 +lam •• •• • • ,4),IF CEO.• ••
+s +ra40 .lam +ram .ra•90 +lam +raeo .lam gam ,ram .70 90 .lam .m-90 a7am • • • • • • • TUBE �` �1Y 1V
so•Sre' +lam +lam gra-90 +ra•90 +701. +70/-60 +ra-00 +lam +ram +lam +70138.9 ,ra-90 .ram • W I • • • • • .`�`,�,j,0 .iceNSF
rH FN" • ••• • _�
s0/ .70140 +70140 gram +701-90 +701.90 +rase .lam +ra3e.8 .ra38.8 ,ra3ae +71--81.8 +711131.6 01701.86.8 • 2. ''•.�
e3 +ra40 +7x-w .ram +lam ,70137.2.70137.2.7x37.2 +70/34 +701.99 +ra36 +ra•76.9 +701-79.6 +701-79.9 SHAE?S�t a 4 POR WINDOW Aa CHpR•••
7r +701-90 .tam .ra3s.3+Ta31.s .s1-.7o +s0/-7o +ea•TO +eo'39.4 +Oxm.s +e0rs6.4 .oa37.s ,9x87.8 .eaeT.e LOCATIONS AND QUANTITIES.SEE SHEET No.58705 ,k
76' +7x40 ,lam +70139.3+70'78.7+80137.2+87.87.2+80137.2 +4x•85.2 +0x40.2 +80138.2 018x37.9 +e1--63.9 +80135.9 3 FOR ANY ADDITIONAL ANCHORS -
84' +lam +70/40 +7x37.3 +601.70 +801$1.9+61-31.8 0180131.8 REQUIRED FOR THE FRAME ASSEMBLY --D -
gip •. I� :w�
• TUBE•• • • ••• NAL
• 0 -S A F
• • •• • • • • •• • • l+rrilllttt
A LYNN MILLER RE
NOTES: P.E1 58708
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONMURAT10NS.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FOR GLASS TYPES:
':SCUtY'Y 6LF,t1SBD
TABLE 1T:
Design Pressure 09Q br$in&windows.All Anchor Groupe 6)718"I.AMI.IG:(3118"AN-1/4"AIR-3/16"AN-.090*SG-3/16"AN) tom1fico 1 dee FIVIrwat
1 ml?-OGt4.14
8)718 LAMI.IG:(3/18"T-1/4"AIR-3/16"AN-.090"SG-3/18"AN) ��
Window Width ,puatlon DOtc
under 23' 25.15(18' 27-314' 3(1 33.112' 30 3T 'SG=SENTRYG BY KURARAY AMERICA,INC.
901-130+ 9x-130 +901-130 *8x•130 +Ba-130 +901-130 -OW-1301.
under 23' + Niam Detic'RD8nC1;F.gF'pA9
25.15118' +Ox-130 +80/-130 +901-130 +BOM-130 +Oa•130 +901.130 +901-130
38.3/8' +8x•130 +901-130 +90/-130 +901-130 +W.130 +8x•130 +90/430
48' +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +9x-130
50-0!8• +901.130 +90%130 +9x-130 +9x-130 *911/-130 +g0/-130 +9x-130 T
WINDOW
80 +9x-130 +901-130 +901-130 +901-130 +901-130 +801-130 +-11W-131)
HEIGHT �
99' +9x•130 +8x-130 +901-130 +10•130 +901-130 +9x•130 +Ba•130 r
7r ,901-130 +9x430 +9x-130 +9x-130 +W-130 +801-124.8 +801-115.7 Uj
U
78' +BO/-130 +901-130 +901-130 +901-190 +801.128.2 *901.118.7 +901-109.8 WINDOW m a ti
84' '+901.130 +801-190 .9x-130 +p01-130 +Ba-118.4 WIDTH Q N cn_
SEE SHEETS 1 A 4 FOR 06 Q
WINDOW ANCHOR Q C9
LOCATIONS AND QUANTITIES. w z d
Q
TABLE 18: --Q J r
Desgn Pressure(ps1)6r Windows Attached to a Vertical Fram Assembly Tibe n• LL
Window Width _- W � m O
m under Zr 25.15110' 27814' 30• 33.11r 30 3T N (L `�"'O
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group r N
A B C D A B CAD A B CAD A 8 C D A B C D A 8 CAD A 8 C D CO W O ai
wrier 23' +7x+10 +7x40 +70140 +tW W +7x40 +701-W +7x-90 +7x-90 +7x$0 +7x-00 +701-00 +7x-80 +701.00 +7x-00 +7x-90 +70140 +7x-00 +7x-90 +701-00 +7x-00 +701-00 +70140 +7x-00 +7x•90 +701-90 ..N ..� Z
2515(10 +7x40 +7x40 +70/40 +70/-00 +7x40 +70140 +7x40 +701-00 ,701-90 +7x40 +70f.90 +701.90 +7x-00 +7x40 +7x•90 +701-90 *7x40 +7x40 +7x40 +7x40 +7x40 +7x40 +7x40 +7x40 +7x-80 c O o O (n Z N
38510• +70140 +701-78.4 +7x40 +70/40 +7x40 +7x-90 +70140 +701-90 +70140 +70140 +701.00 +70PW +701-00 +7x40 +7x40 +7x-90 +701.90 +701-90 +7a-sD +70140 +701.90 +7x40 ,7a-0o +7x-00 .7x•+80 _ _ W
48' +7x•76.2 +/-81.1 +701-73.1 +70140 +70186.4 +70/40 +70140 +701.78.8 +701-90 +7x.W +701-73 +701-90 +7x-00 +7x40 +701.78.5 +7x•90 +7x-90 +7x•90 +701.75.1 +7x-00 +7x40 +7affi.9 +7x40 +70Y-00 *70'40 Y Y a Z
50518' +7x•72.3 N87.9 +189.3 +70140 +7x80.1 +7x40 +7x40 +701-74.8 ,7x-90 +7x•90 +189.2 +70%48.7 +7x40 +7x40 +701-74.4 +701.90 +7x•90 +70140 +7x•71.2 +70140 +7x-90 +701-78.6+7xffi.9 +701-9D +7a-9D O
80' +161 +1.48.8 +/-59.5 +70140 +187.5 ,701-08.8 +7x-90 +/43.1 +70/-81 +70140 +/68.4 +7x•74.9+701.89.8 +701.90 +1-62.8 -TO/- +701-00.3 +7x-90 +!•80.1 *7x•80.2 r7(Y40 +1643 +7x•75.8 +7x-00 +70140 O O W vt
83' +/88.1 ,1-48.5 +1.55.7 +7aA8.7 +184.3 +7affi5 +7x40 +/80.1 +701.77.1 +7a9D +165.8 +7x-71.3+70185.3 +7V w +/-59.8 +7x-79.11+701-78.5 +7x40 +/67.2 +7x•78.4 +7x40 +/63.1 1+701-72.31+7 +7x•90 '
�O O W ¢
r�rU
FRAME F� t w c w ='Q 'E
70'MNCxwn��--
41D
SEMBLY 2 S '7 Q U'
BE
TABLE 19: • rn
Ono Pressure(ps0lar Wsafows Attached to a f>s1�31 Prams AsssmHy Tube � WINDOW
ng
HEIGHT �rX�o�� m
e Wtdwr Width WINDOWHEIGHT FRAME o 4 r •a
under 23'25.15110 27.3141 00' 3L1/t 38' 3T HEIGHT ASSEMBLY
I TUBE WINDOW DDITIONAL Ancor Anchor Anchor Anchor Arwtw Group Anchor 01OW Anchor Group yy_ -"-GroutGroupGrupGrout WDNCHOR Z0
pe A9 AB ps A BCAD A B CAD A B CAD 10•MAX. (4i,IF REO i o. Yunder23- +7x90 +70140 +70,40 « •90 +7x40 +70/67.0 +701 +70140 +7x83.8 +lam ,701-90 +701.70.2 ,7x40 tT ONIU, SEE SHEETS 1 A 4 FOR WINDOW ANCHOR 'p=
2S151t0 +70140 +70140 +70160 +7x40 +lam +7040 .7x40 +7x40 +lam +70140 +70167.8 +70140 +7x40 •} •• • A TI • • •• LOCATIONS AND QUANTITIES.SEE SHEET
• • • • • • • 3 FOR ANY ADDITIONAL ANCHORS
38310 +7x60 +70140 +lam ,701-90 Nam .7x40 ,70140 +70190 +lam ,lam +70140 +70140 +701-00 • • • IF EQ• • • REQUIRED FOR THE FRAME ASSEMBLY ♦ �i
40 +70/40 +Tam .70140 +70140 +7x40 +7x40 +lam +Tam +7x40 +7am +70,40 +lam +Tam • • • • • • • • • ``♦��'•10EN �/!
TUBE.
50.5/8• .Tam .7x40 +7x40 +70140 +701.9D +7x40 +70/.90 +70140 +70140 +lam +70140 +7x40 +moo ••• WIIDOM I • 0.0 • • • 2;' t• 31- '••(,((1
8.p- +Ta.90 +lam .7x40 .701-90 +lam +Tam «7a•AO +70/40 *70140 .lam +701-W +Tam -7w-00 "DTH i'ti- • • •• P. '•.�
sr .Tam +70140 +7x-90 +lam +lam ,lam +lam +7x40 +lam •lam +70160 *70180 +79169 SEE SHEETS 1 A 4 FOR WINDOW ANCHOR NO.58705
72' .Tam +70140 ,lam +lam +lam +70140 +7x40 +lam Na40 +70140 +7x40 .lam «lam LOCATIONS AND QUANTITIES.SEE SHEET = •:
78' +701-9p .7x40 +lam .7x•90 +70140 .7x40 .Tam .lam +lam ,lam +70140 +Tam +lam 3 OR 1�0 DITIONAL ANCHORS -'fl•:`tet q
84' +Tam +7x40 +lam .lam .7Q'm +7x40 ,lam - - •RQUI FbR THE�IL1�tE P�SSEr18LY • • ••-• "• '73•' _.! �,'�W`
•TUBE. • • • • • • • • 'iO,C(� '°<ORIO►'..•'•\�:
• • • • • • • • • • St 0♦♦
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E.
2)SEE SHEET FOR SNUBBER REQUIREMENTS.
P.E.s�59705
• • • • • • • • • •
• •• •• • • • •• ••
900 0 0 0 ••• 0 0
TABLE 20:
Item Dwp• Description Material ASSEMBLY DETAILS
1 7002 Mein Frame Head,Sill&Jamb 6063-T6 Alum' ALL DETAILS SHOWN FROM THE INTERIOR
2 7071 AnrhorPlat 001163-TB Alum.
3 70D3 Sash Top,Bottom&Side Reil 6063-70 Alum.
4 7008 Frame Comer Key Steel 3
5 7009 Sash Corner Ke Steel
6 7078 Frame Gasket Vinyl Foam
7 7072 Sash Corner Gasket Vinyl Foam
B 7070 Bulb Weetherstri .187"x.275" Flax PVC 70
10 7024 Maxim Multi-Point Lock Steil SASH
F157MB
LOdksU ortPlate SteedAS REQUIRED PER CORNERS
Multi-lock Kee r Steel TABLE 3,SHEET 4 Tie BarGulde Nylon Tie aarAssembl Steel or$88 Maxim dOperator WWti2,rSteil7 MaxImDualArmO ratorW W>24" Steel0 0 erator Gasket Vinyl Foam1 O erator Backin Plate Steel
1 O erator5 rBlock Nylon2 Stud Bracket Steil i
21 7033 Operator Track&Slider Dual Arm el
Ste
22 7023 Egress Hinge(HeavyDu Man rf. Truth Stec 5
23 7050 E ress Hin a ashable HD,Manuf.b Truth Steel
24 Snubber Anti-blowout clip Steel
32 1713 Setting Block 513r x 3/16"x 2- 4" EPDM
33 1714 Setting Block 5132 x 7/16"x 1• 4" EPDM
85
35 7036 Laml Bead B wixi lu Alum.
36 7042 tamlBead C 6063-TSAIum.
37 7059 Lami Bead D 6083-TB Nom. 1
38 1224 VI 1 Bulb Wst ick/
Flex PVC 70
39 1225 Vin I Bulb Wst in Flex PVC 70
50 Dow 899Silicon Badkbeddin
60 70D6 Screen Frame 3105-H14 Alum. INTERIOR
61 7040 Screen Corner Key Polypropolene
62 Screen Cloth Fiberylasa !` 6
63 1635 ScreenSpllne EM.PVC O
69 320 Screens n
Stainless Steel 4
70 134 Add-on Flange 806346Alum
71 7004 Frame Ass Tube 60113-T6 Alum FRAME
80 #8-32x 2"Ph.Pn.Mach.Scr TYPE B Stainless Steel CORNERS
Stainless Steel PRODUCT REVh the
81 1157 #Sx 2"Ph.Pn.SMS buildiptyinav+ttb the fLriEa
Stainless Stalluildiog Cock
82 #8 x 5/8"A.Ph.SMS BeB6 Acccpkaux Ne I -&o14-j4-
83
&o14.14.
83 Na x 71s"Fl.Ph.SMS Stainless Steel -,I%i 1 i t/1 r r i imtion D•e
84 #8x 1"A.Ph.TEK Stainless Steel • �� ♦ Revised By. Oafe: Revision:
♦ 7 • • • NO CHANGES THIS p
85 #8 x 1"(Clad Pn SMS Stainless Sled • �� �� i...A�I��( (♦ • JR 05/25/17 SHEET. Mimtt ace octal Coshnt t
86 d�19101-24x
2"Quad Pn SMS Stainless Steel • • • • •', i6 • Ro sed By: Oofe: Revls on:
87 /2"Ph.Pn TEK Stainless Steel z .'••TJo.5ths5 i
g9 9 16"Ph.Pn.TYPE F5tainlass SteN : sawn ey:
Stainless Steel - _90 "Ph.Pn.rEK =A'. BOM AND CORNER VIEW J ROSOWSKI
�A. �
• •i'i` TEAiNOFL 3 275 poke
• • R i' �� •N. V911CI�, FL A7S Tale:
3'/'� I. • (9 l)*80-1600 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
• • trI111.1 tt • • ALL nRJrIBR Sencs/ltodrt. Stole: Sheet: growing No. EC
.LrNN MILLER P.E CA-740 NTS 100E 11 MD-CA740-LM
REa 68TOS CERT, OF AUTH. #29296
j
f
••• • • • ••• • •
1 --�-I 1.124-
.062" 1
NOM. 434'
.125'
2.919"
.062" 2.701"
M
HOT-MELT BU .439" ._� '–�_ NOM
SILICONE . '
STRUCTURAL •0W
STRUCTURAL 311G
SILICONE 1'169
NOM' 2.139'
rW
POLYISOBUTYLENE 1/4"NOMFOAM---\ �.�-- 2.784•
WITH .093'
WITH DESICCANT DESICCANT
O FRAME HEAD, SASH TOP, 71 FRAME
EXT.GLASS
GLASS 1 SILL&JAMB 3 BOTTOM&SIDE ASSEMBLY TUBE
#7002,6063-T6 #7003,6063-T6 #7004,6063-T6
INT.GLASS INT.GLASS — � �1.356' q { - 2.203' --i .100KODISPACE ,d1 SUPER I11 oao 106o
L .aa-441" It �L
� 47jSG TPS SPACERUNXT"" 423'
.095 J � .093
'
FIXED
ANCHOR PLATE SCREEN FRAME ADDON FLANGE
ALUMINUM
2 #7071,6063-T6 60 #7006,3105-1-114 70 #134,6063-T6
REINFORCEMENT PCLYISO- DESICCANT FILL AREA
BUTYLENE —5/16"NOM.
5/16"NOM. SEAL
BUTYL 6 SILICONE SEAL
DESICCANT ROLL-FORMED •050
FOAM STAINLESS STEEL 66S
.885
EXT.GLASS 7 •�
EXT.GLASS 17
35 BEAD B 36 BEAD C
-INT.GLASS INT.GLASS 97036,6063-T6 47042,6063-T6
"
��SPACER 1�DURASEALP XL EDGESPACER
.8700, .05("
�-- .5w
O BEAD D PRODUCT RCVISSD
37
97059,6063•T6 xt complying nithth Fiaridn
11.0 w6 Coda `.
t7'
Part# Descriptlon Material acccplanac No �1 14
•• ••1 1111 • • • •• �M, Dau 21)Z13
100 Kommerting 4SG TPS Spacer System See this • `��j.C`i �'7 • • • Raviaed By. Data: Rav Sian:
No CHANCES STHIS e7
101 Quenex Super Spacer nXT with Hot Melt Butyl •• •� • • JR 05/25/17 SHEET. Mlatni adtl
sheet for
:• 0 a 0 4 -• •
102 Ouanex Duraseal Spacer Z Q�••• •• A • Rav sed By: Oata: Raviviou:
Materials No.58705
103 Cardinal�.Edge Spacer =*' •' *= I
.own y:
.nn 3 ® Ikserlptlnn:
REFERENCE r RE • l7Lir �.. •••. • EXTRUSIONS&SPACERS _._ J ROSOWSKI i
• � •' t/� 070 CIRIOLOCY DRNE - Date:
• ^' • ��� •N. VCNIQ, FL 34275 MI.:
•• %J}(((,�(1��� 'F`.°i7�w�?�''' �� • �• (�1;�*160-1600 CASEMENT WINDOW DETAILS-LM&SM 08/08!djC
j
• • 'S�OI1YM.\`,\, • /q�T(D1RpUrRISTTRIDFA.NC. SMes/Mo&P Scala: Shaal: Crowing No.A.LYNN MILLER P.E. ALL RIOMH RESFMMD CA-740 NTS11 OF 11 MD-CA740-LM
P.Etlb8705 CERT. OF RUTH. 2929006
• • • • • • • • • •
s•• 0 • • 000 0 •