EL-15-371 Miami Shores Villageci�
Building Department V0 2015
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 BY.
INSPECTION LINE PHONE NUMBER:(30S)762-4949
�7FBrC 2010
BUILDING Master Permit No. ~` - is 3�0
PERMIT APPLICATION Sub Permit No.��- IS- 3-� I
❑BUILDING 'ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
ZZ CONTRACTOR DRAWINGS
JOB ADDRESS: 3l I W- t® !J 'au to 4�'Ik_
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO d/
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): efZo" PPhone#:
Address:
� ` C ,
City: C\ GLV 10 YState: �� Z
L/� ip:
Tenant/Lessee Name: Phone#:
Email: n �,n� p
CONTRACTOR:Company Name: I _ G(.112( ) S� INC Phone#: -/v��' sq?
Address: 2 0 4 1 � �_1\ae l o2
City: A,) pm- O'V A State: / ��_ Zip: t
Qualifier Name: t (�-1.j l S SteVeV\ S Phone#:
State Certification or Registration#: G 100 3 Certificate of Competency#: 2
DESIGNER:Architect/Engineer: j8jC(A.Ar 16UI&(?Vc 7 G Phone#: a_-)04_t�—gz-?)
Address:_ () ;h)o)144-6 S�'(L_ 4 t--DC1 City:'/P I F� State:_Fj,Zip: 2:)2�'Qj,6
Value of Work for this Permit:$ �dCO . 00 Square/Linear Footage of Work:
Type of Work: ❑ Addition ® Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: ? Sc_,D n--\
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ I5 /
10
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will 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,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S 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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF Zours
CEMENT."
Notice to Applicant: As a the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith thahe notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject nt. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection wseven (7) days after the building permit is issued. in theabsence of such posted notice, the
inspection will not be appeinspection fee will be charged.
Signature Signature -,�• C...
NER or GENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of FEB P.. -AJZ\? 20 JS by Z day of A: 20 / by
tA--KUCIwho is personally known to w}io15 persQnafly--mown to
�(LI
me or who has produced EL M LIORNLEas me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PU IC: NOTARY PUBLIC:
1
Sign: Sign:
v ,: CA�ANORA N NETS A
Print: Print: :N
Seal:
nNPublic State of Florida Seal: 'EXPIRESb ' 2016Alvarez r+oilo+sa oaemission FF 156750 09/03/2018
Z0/0—
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village p
C
Building Department 205
FEB
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305)795-2204 Fax:(305)756-8972 B
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 2k)
BUILDING Master Permit No.-?�'O_=4S"3�0
PERMIT APPLICATION sub Permit No.
&BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
y 1 CONTRACTOR DRAWINGS
JOB ADDRESS: N z 103
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder):_ A�,iC7 �( � Phone#:
Address: �7 I N t S�
City: W S- Sl S State: l_ Zip: c
Tenant/Lessee Name:' Phone#:
Email:
CONTRACTOR:Company Name: �La ca �"�n_U� i ry w l�lY)(phone#:
Address:
City:_ ,`State: �i Zip:
Qualifier Name:__ `�Ci�� �N� VV Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: edIANW16 1CAII <je.V Phone#: 770 2 �Q�g
Address: 140 —City:!q t W{ k State: Zip: ?-X? A�
Value of Work for this Permit:$ ! ZSquare/Linear Footage of Work: ,=5 r')
Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work. 0',.. A ] 1_
Q�.Yom.t 66 "d jZ;0,2.b o
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ ��� • �� CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$510 '
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will 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,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S 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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COM ENCEMENT."
Notice to Applicant: As a cond tion to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a py of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to ttochment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection wh"h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b pp r ed and a reinspection fee will be charged.
I � 1
Signature `, �I Signatu
OW 1 R or AGENT � NTRAC OR
The foregoing instrument was acknowledged before me this The foregoing instrumentwas acknowledged before me this
day of tkE5WPP 20 �S by day of t-f51Z0P0ZY 20 19 by
�..C)(Q�Alb who is personally known to LC���� � who is personally known to
me or who has produced — � (L UC�yc as me or who has produced�L�V@L �Eas
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLI NOTARY PUBLIC:
Sign: Sig
Print: Print:
? Sindia Alvarez
Seal: c#0 04k Notary Public State of Florida Seal: My Commission FF 158750
f� Sindia Alvarez or n Expires 09/03/2018
My Commission FF 156750
?ora Expires 09!03/2016 1 t,
APPROVED BY 2 ( Plans Examiner ( J Zoning
1S
(k Structural Review Clerk
(Revised02/24/2014)
SNAC'1932
ORES D�
t
'Y
l,,, googol" Miami shores Village
L,pNTEs� -p••� Building Department
XOR IDp' 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner,must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC,a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State,Division of Corporations;and i
3. The corporation is registered and listed as active with the Florida Department of
State,Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a I mit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the only person allowed to ork on your project. In these circumstances;Miami Shores Village does not require verification of
workers' compensation insur nce coverage from the contractor's company for day labor,part-time employees or subcontractors..
Therefore ou may be Dejionallv liable for the worker compensation in'uries of any person allowed to work under this
permit. Please check with" our insurance carrier since most property insurance policies DO NOT cover this type of liability.
it
BY SIGNING BELOW'/YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Ow er Contractor.
Signature: - Signatur
State of Florida (.Staate Florida
County of Miami-Dade y of Miami-Dade
The foregoing was acknowledge before me this� The foregoing was acknowledge before me this
day ofREeQ Zy 20day o \V, 20 .
rn) BY JEb'�.N
whois personally known to me or has produced who is personally known to me or has produced
J�L
VL bpi UCE
as identification as identificatio .
�.�� Notary Public State of Florida
Sindia Alvarez
Notary:_ my Commission FF 156750 Notary:
SEAL: orw Expires09 SEAL:
� �!ke Notary Public State of Florida
•x�B'`�' Sindia Alvarez
My Commission FF 156750
w Expires 09/03/2018
• MAR 10 2015
MIAMI-DADE �y 1_. ._ », M �,.
NIIANIi �. � , .ftl- O A
PROD
SE14N
DEPARTMENT OF PERNIITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599
NOTICE OF ACCEPTANCE (NOA) LreaM.niianiidade.gov/developmtW
PGT Industries
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued tinder the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-
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
ailsto perform in t e accept-e manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane zone.
DESCRIPTION: Series"FD-101"Outswing Aluminum French Door w/wo Sidelites-L.M.I.
APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites,
Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/121.•re red b
. .ka .Y....
manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dalq pottnty Prgduct.Control .-
Section
-Section renewal stamp with the Notice of Acceptance number and expiration.dates by the rMtwbi-Dade..:.
County Product Control Section. ...:.. . .
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ." :...:. '
00*00
LABELING: Each unit shall bear a permanent label with the manufacturer's.;;u*e.or logo,xity, stats:..'
model/series, and following statement: "Miami-Dade County Product Control A}>prevk', unless otherwise••••
noted herein. :**:0: •
RENEWAL of this NOA shall be considered after a renewal application has been filed and�l 04has been•0•
no change in the applicable building code negatively affecting the performance oNNe pjoduct. ...: '•••:
TERMINATION of this NOA will occur after the expiration date or if there has been a revisi�ni of change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 11-1013.22 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 Jaime D.Gascon,P.E.
NOA No. 12-0516.02
CMAMMOMM�ff � � Expiration Date: October 18,2017
Approval Date: August 30,2012
Ae
S Page 1
Ocie
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets
1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by
manufacture,signed and sealed by Lynn Miller,P. E.
B. TESTS
1. 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 an Aluminum outswing
French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-6864,dated 04/02/12, signed and sealed by Marlin D.Brinson, P.E.
2 Test reports on: )Air Infiltration Teqt,Tper FRC_ TAS'20 —94
2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an Aluminum outswing
French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5212, dated 05/05/07,signed and sealed by Carlos S. Rialtdat P. E.
(Submitted under previous NOA No. 07-0629.10) •••• ••••••
C. CALCULATIONS •••••• •• •• ••••••
1. Anchor verification calculations and structural analysis, coin'4lying with FBG-20i)a•••
and FBC 2010, prepared by manufacture, dated 10/11/11, sig;;�,And sealttby Ly;...
Miller,P. E. ...... .... ..:..•
(Submitted under previous NOA No. 07-0629.10) •• •• •••• ••••••
2. Glazing complies with ASTM E1300-02/04
. . . . . ......
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting, Environment, and Regulatwy :Affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc.
for their"DuPont ButaciteO PVB Interlayer"dated 09/08/11,expiring on 12/11/16.
2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and
Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16.
Jaime D. Gascon .E.
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18,2017
Approval Date: August 30,2012
E-1
r ,
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and complying with FBC 2010, issued by
manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P.E.
2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed
and sealed by Lynn Miller, P. E.
3. Laboratory compliance letter for Test Report No. FTL-6864, issued by Fenestration
Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E.
4. Proposal issued by Product Control,dated 02/15/12, signed by Jaime D. Gascon,P. E.
5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration
Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S.Rionda,P. E.
(Submitted under previous NOA No. 07-0629.10)
G. OTHERS
I. Notice of Acceptance No. 11--1013.22, issued to POT Industries, for their Series
"FD-101 Outswing Aluminum French Door w! wo Sidelites — L.M.I.", approved
on 11/23/11 and expiring on 10/18/12.
. . .... ......
...... .. .. ......
.... . .....
...... .... .....
.. .. .... ......
. . . . ......
7 Jaime D.Gascon,P. +.
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18,2017
Approval Date: August 30,2012
E-3
NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITER ()UUCP REWwrD
w .4w Floods
1.GLAZING OPTIONS:
A.3/8'LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIK E MAXIMUM 1Oo,b 17
PLUS(1)LITE OF 3118'HEAT STRENGTHENED GLASS. ��. z
B.3/8'LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE SAFLEXMEEPSAFE p, Ua„b-
MAXIMUM PLUS(1)LITE OF 3118'HEAT STRENGTHENED GLASS
C.7/18'LAMI NOM.(.465)CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR EEPSAFE MAXIMUM
PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS.
may"q{ n1
i+�b
A`
D.7/16'LAMI NOM.(.4659 CONSISTING OF(1)LITE OF 3/16'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE SAFLEXIKEEPSAFE _ C 0
MAXIMUM PLUS(1)LITE OF 3/18'HEAT STRENGTHENED GLASS. SC
E.13/16"LAMI IG NOM.(.8409 CONSISTING OF(1)LITE OF 3118'TEMPERED GLASS,V4'AIRSPACE,(1)LITE OF 11W HEAT STRENGTHENED GLASS USAN.090 PVB NOA DRAWING MAP
® INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. SHEET
O U
TOPIC O .. C Q
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. _ W O a,
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.04. GENERAL NOTES............ 1 40
®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 R' p
3.CONFIGURATIONS:X,O XX XO.OX XXO OXX�OXO_AND OXXO. GLAZING DETAILS......._..1
4.ANCHORAGE:THE 391/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMI TO STEEL DESIGN PRESSURES...... 2 H
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ANCHORAGE ELEVATIONS................_.. 3 LLTJ
REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 W JLU
S.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS......... 5 —
0
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................— 8 � Q )Q- 0) L
7.REFERENCES: EXTRUSIONS.................. 6,7 Tq A- W 06 O
®TEST REPORTS FTL-4964,5212&6884;ELCO ULTRACON NOA:11.0408.01,12-0126.09;ANSI/AFBPA NDS-2005 FOR WOOD CONSTRUCTION AND 2005 ALUMINUM A14CHORAGE..................••8-10 To uJ 0 Of MANUAL
O
8.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH LOCITY U' Z O
H
HURRICANE ZONE(HVHZj. GLASS ABBREVIATIONS d H Z
LU O
9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN =ANNEALED
A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED p W O Z
B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS F MTP.=TEMPERED Q Z Z W
TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q u p
C*4 co
93 93 91 N ? U.
30 30LA (c
90 � �
73 1/2'GLASS BITE 73 1/2'GLASS BITE 4 1/Y GLASS BITE
EXTERIOR EXTERIOR 10R
ERd 0
a a a 9419,1:0
1/8'AN_OR 3/16'AN.OR 1/4 AIRSPACE0 9 2!HS.GLASS 3116"HS. ••• ••: .6LASS• •• 3116"HS.
3/18",HS. GLASS
090 PVB INTERLAYER GLASS • {i1U I(n�Y • ••GLS 3/16' GLASS
•
(DUPONT BUTACITE OR E11T aR
SAFLEX/KEEPSAFE •• 6WLEX)KEEPSKFE .090 PVB INTEI ILAYER 118'HS.GLASS
MAXIMUM) MAXIMUM) (DUPONT BU rACITE) y;
GLASS STACK • ••• • ••• • Q1LASS STACK 13/1GLASSM. _ �,z Y O..Q =j
• • • • • • • • • • - a a � Z-z
STACK '!
^ l:•U o �jj 4:Q`2i11
3/8"LAMI NOM. 0 0 7 i9Mi NQPpL 13/16 LAMI IG NOM.
GLAZING OPTION A OR B,NOTE 1 GLAZING OPTIOMC OR D, NOTE 1 GLAZING OPTION E, NOTE 1
. . . . . . . . . .
. .. .. . . . •• ..
... . . . ... . .
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX a OXXO NOTES: pRODUcr RenrV'
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: °i' Codc IL-/7 6.0�
AcPb
REINFORCEMENT IS REQUIRED AT DOOR 8 SIDE LITE CONNECTIONS A.ate'LAMI(Ira"A,.090 PVB,3H6•HS) 6xpwp?p.".•�9 �" ((i
DOORS WITH GLASS TYPES A,B,C,D OR E B.318'LAW(11W HS,.090 PVB,3118" e ._; , �.� �
C.7118'LAMI(3x16"A,.090 PVB,3118' ) Dado�
HEIGHT D.7118'LAMI(3116'HS,.090 PVB,3116'1 iS)
X WIDTH XX WIDTH 68 79 3/4" 1 7°-83 3/4" 1 87 3!4" 1 91314' 8°_95 3/4" ®E.13/16'LAMI iG(311('TP,t/a'AIRSPA X,118"HS,.090 PVB,3116'HS)
30 37 1n" 6° 713/4' +75.0 -75.0 1+75.0 -75.01+75.01-75.01+75.01-75.01+75.01-75.0 2.COMBNED DOOR 8 SIDE LITE WIDTHS FOR TABLE 1 OR 2 Y 0 O
O WIDTHSINGLE SIDE LITES WITH GLASS TYPE A MAX.OXrAO WIDTH = 731rZ N g
MAX.OXO WIDTH=10911Y U
273/4- 1+75.01-75,01+75.01-75.01+75.01-75.01+75.01-75.01+75.0 -75.0 MAX.XXOIOXX WIDTH=107 314" O Q
MAX.OXXO WIDTH=143 314• U)
361/8" +75.0 -75.0 +75.01-75.01+71.41-71.41+67.61-67.61+64.2 -64.2 .60
0 - o
3.SINGLE DOORS 33 518'WIDE OR OVER kND THE OPERABLE PANEL OF DOUBLE DOORS 64 118' u) $o
363141 +75.01-75.01+74.91-74.91+70.41-70.4L+66.61-66.61+63.1 -63.1 WIDE OR OVER FROM EITHER TABLE C DMPLY WITH THE EGRESS REQUIREMENTS OF THE W
O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE U WHERE EGRESS IS NOT REQUIRED BY CODE.
36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 UR
+75.0 -75.0 4.DESIGN PRESSES UNDER 40 P.S.F. fA
NOT APPLICABLE IN MMI-DARE COUNTY. p o
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY ® S.EXAMPLES OF COMBINED DOOR AND DE LITE DESIGN PRESSURES: U) p
APPROVED CONFIGURATIONS:OX XO,OXO,XXO,OXX 8 OXXO N
EX.A FROM TABLE 1. g v> O
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A O W O an
REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR TH 29"SIDE LITES 0 :3D Z
GLASS TYPES A,B,C,D OR E DESIGN PRESSURE=+67.61-67.6 Q c U
HEIGHT EX.B FROM TABLE 1.
oxxoWITH GLAss TYPE A Q - �
X WIDTH XX WIDTH 68-79 3/4" 1 7°-83 3/4" 1 87 314" 91 314" I 8°-95 3/4" 68"WIDE x 86'HIGH DOUBLE DOO WITH 36 112'SIDE LITES C14 Z LL o
20 251/7 4° 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE=+70.41-70.4 F ISF (LN O g d
27 112" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX C FROM TABLE 2. LLIO Q
Oxo WITH GLASS TYPE C
291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 •43.8 +41.6 -41.6 30"WIDE x 87 3W HIGH SINGLE DOOR WITH 26'SIDE LITES
28 31 1n" 5° 59 314" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3 DESIGN PRESSURE=+43.61-43.8 RSF S +
e ' EX.D FROM TABLE 2.
2 331/2" 5 63 3l4' +43.1 43.1 +43.1 X3.1 +41.5 41.5 +39.3 -39.3 +37.3 -37.3 OXXO WITH GLASS TYPE C X
351n" 67 314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.11+37.51-37.51+35.6 -35.6 63 314'WIDE x80'HIGH DOUBLE OR WITH 26'SIDE LITES $�;
° " p " DESIGN PRESSURE=+43.1 1-43.1 SF c o
3 37 1n g 71 3!4 +34.0 -34.01434.01 34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0 d Y
0 WIDTH GLASS TYPES A,B,C,D OR E6.FOR COMBINED DOOR AND SIDE LITE FROM TABLE 1,WHICH
• • i�5 „VEQUIRED REINFORCEMENT AT TO SIDE LITE
10 3/4" +75.0 -75.01+75.01-75.0 +75.0 -75.0 +7%.0 -15.d O .7!:0 • CONNECTION SEE SECTION E-E,SHEE T 5 FOR REINFORCEMENT
12 3/4" +75.0 -7-5.01+7&01-75.0 +75.0 -75.0 #7.5.0 �j5.Q X750 X790 ••DETAIL' ```.�`*
SINGLE 19" +72.4 -72.41+68.51-68.5 +65.0 -65.0 161. -81.9 •*59.0 -510 `���, `��,�;w
SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 57.8 +55.0 -55.0 +52.4 -52.4r,,,
• • =z:z � iA���__
1-moo 2 �
27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -410 +4 �-44.-4 •1142. •-42.6 . • . `�:u " �~"``:'���
36118" +35.2 -35.2 +35.2 -35.2 +35.2 -35.! +35.2 •J5.! X34. -344 • • • GJ Z a
• • y'•, z
• • toy'. ��\
36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -38.6 +34 0 34.0 +34. -34.0 •• • '.,��Ny ........RpF`�:.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
731 12'MAX. 1091/2'MAX ----- -1 3 314"MAX. PRODUCT'RF14✓1YED
�36�314" 36 314' 36 314' 38 314' 36 374" Y'os•`"R' `Fku
�— MAX- -I MAX --►f--SEE NOTE 3 w +—MAX —� � �.�� SEE NOTE 3 -t— enttdinp Codd
� � (r
49 49 41 sr_�u�;y��_•
�diow Dade P,od+U` OauW71
49
95 314" CQ
lop
Y N Q
10 �a n
E� JE E[ E E� JE E� I Ef lE J
X O O X 1 O 0 X C . X /NAC 1 O t_n p
N LL
an u O
SEE OX OR XO OXO NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W ch
OXXO 41
O
z O
—71314"T-
37
1 314"MAX. - = t- _ I--
MAX
37 172' 24 9718"MAX. U LU ( U
33 678'MAX.
�A MAX. -- A DLO(�) g Z f=!1 Z w
DlL (TVP.) t- G O Ix
95 314" 0_ p16
49 MAX- 49 41 G Q a ELI
U U
HT.
TYP. 95 314' o Q
MAX.
0
(TY
8� 84 378" P.)
MAX. 4'
TYP. DLO gi
(TYP.) DOOR §61 c
DLO HEIGHT =HEIGHT-11 3B" a •
40" DLO WIDTH'X' =DOOR WIDTH-12 15718' Sz
DLO WIDTH XX-DOOR WIDTHC2-11511V
X L X AC . XOfW ••� i i i i0 SIDE LITE
• i i • • DLO HEIGHT=I III-11 318" _ ....Z;
-. •• • - DLO WIDTH = IDTH 3118" 444� ...........
?,
A• A
�;
NOTES: 41 X XX O =z:H
• • - z Z
' ~1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 0 00* 0 0:0Z X
2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 5• • 7.:',sfl • • • • = �'`` �,Z
3.SIDE LITES OVERLAP'X'ANO'I DOORS BY 374`WHEN ASSEMKI TOAAAK9 b)(','4XO'@00'•'0X4 AtjD'OXXO'CONFIGURATIONS. 20`•. ��: n
4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTKINS(3121EAPPMCMILIW 1EET4. • • yl
5.CLEAR OPENING FOR'X"AND'I DOORS AS FOLLOWS: ('X'D =NADTH-5.A) ('Xf'DOOR! R*1DT11-172-4-079)
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• •
0 0 ••• 0 •
3
ena - wco
m comF,Yu'8 ur{1►!hc FI0 11��
4U pw
EXTERIOR INTERIOR
-- ,09 Dtl�erodyctOwtrd
10 1 2 60 N o
37
64 AT AD/JAMB O o
60 3
65 AT SILUJAMB a O
CLEAR-COLORED Il' — p
EXTERIOR INTERR SEALANT W £o
IO
Ll
62 z
W
63 J 0-
U otf O
uj co
OC
u�0 Z O v
ra F- a I z
MAX. x
MAX. MAX. MAX. SIDE 62 Q W Z
DLO HEIGHT
DLO HEIGHT LMEQ Q L o
L� N W
QN {IBJ LL
d
wr-
F
Zn + p
h
SL VIEW G-G $ci
30 - C RNER ASSEMBLY-90 000
��
40
. . . . . . . . .
DOOR SECT.A-A $L SACT..BIB; =ti
VERTICAL ••• :VERACAI • %�y6 •.....PRD&
••• .•.
• . . V: •
4 49 ODUCT RENEWED
--._._---------._.----------._.--_--.—. ---MAX.7(X'WIDTH _ ace Plyi%wish 0.Florl"
Aawm"ee N. r'
RDS 7�t
9 Dade Prodal CaoY01
• • N Q
0 oa
I-MAX.-I I- o ,
°LO Of
'XX'SECT.C-C °L 31 vi 10
35 36 34 44 HORIZ. 46 45 5 w
32
w
MAX'X'WIDTH 20 a LLo
(n 06 O
w ZZ u,
a u o z
= I- w �z
• INTERIORU W (=j
d O = Q z
• z U) Z w
o i
a' N O LL .-
MAX
46 21 of
Ixo 'X`SECT.D-D aQ _ a
5 HORIZ. ExrERIOR
6T SPACING,SAME AS
JAMB ANCHOR SPACING
MAX.SL WIDTH-1 MAX.SL WIDTH
(SEE SHEETS 7,8 AND 9) I ,�
0
U
•• ••• • • • • •
• • • • • • •
DLO"1
;SEE TABLES 1 AND 2 AND DLpTES ON Su�HE�EJS 1 61• ••• _ ~°'i, O' z ""I
66 62 62 FOR APP TY
SL SECT.E-E S�SPECT. F-F =;' z co-_d.
HORIZ. (DOOR W/SIDE LITE) �,�•• HOf� (Sjltl ISELG D LITE) C-1�
''���inllll�l
... . . . . ••. . .
. . • . • . . . . .
. .. ..
00
• •• ••
..• . . . ... . .
TEM DWG# PGT# DESCRIPTION ITEM DWG# PGT# DESC4pPTION
1 9438 60411 FRAME HEAD 60 9200 6W0D SIDELfrE HEADER
2 1010 60300 WSTP.,Q-LON.190 X.375 HIGH 81 921D 6921 SIDE SILL weooucrtc w®
mcaxytyn8.ruh 14e Flaido -
3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 9168 60381 SIDE JAMB WldiftCa• Gi_Jrj((p,�
4 965 7955X FLUSHBOLT STRI(EPLME 63 1155 781PQA X 1 QUAD PN.SMS �` ;"
AD KETS(STOCKING#70898) D(7
5 938 7938X 2 PT.LOCK STRIKEPLATE 64 998 7996 HErT.-
91
6 966 7966A by
FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL ETS TOCKNG#70989) pedeYto"
7 7832X12FPXP #832 X.500 PH.FL.MS-S.S.W/SWCONE PATCH 66 934A 161641M SIDE JAMB ADAPTER
8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW
9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMB) AN 70 712663K SE BLOCK.3132'X 1/4'X P W/PSA.85 r/.6 DURO. N p
10 952A 6533016 FILLER HEAD ADAPTER A 71 71267K SETIWG BLOCK,1116'X 112-X 1'W/PSA,85.1-6 DURO. '-
11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD 7/16' _
12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011) 73 986 6958 BEAD 3/8' O
13 11004A 811004MOUTSWNG THRESHOLD CHANNEL COVER 74 40678 64067 BEAD 13116'IG O ;
14 111001A 1411001A ACETAL SPACER.065(114HOUSE INJECTION MOLDED) ® 90 6DURAK14 114'D JRASEAL IG SPACER — p
15 11002A 41l002A ACETAL SPACER.095(INHOUSE VECTION MOLDED) ® 91 6TP248 BULB THIN(USED IN EXTRUDED BEAD)
16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) 92 986 1649M PEAD INTERIOR r
20 915D 60380 FRAME JAMB(OUTSWING) ® 93 127A 16TP247 JBULBJ THICK(USED IN EXTRUDED BEAD] 66 a/4 DURO. J
21 1010 60300 WSTP.,Q-LON.190 X.375 HIGH 94 GLAZING SILICONE,DOW 899 Of 983 W 0p
22 6808 66608M REINFORCEMENT,1.000 X2750 X0.650,6061-TS 95 GLASS,3/6'LAMI-1f8'A..90 PJ/B,31HS (n19' LL
23 1140 78X112PSATS #8 X 1.500 PH 80 A TIS 96 GLASS,316'LAMI-118"HS,.90 VB,3116'HS 0¢ O
24 1048 171048 JAMB SCREW COVER CAP 97 GLASS,7118"LAM)-3118'A..IN PVB,3/16"HS
25 930 41721N STRIKE PLATE INSERT 98 GLASS,7118'LAMI-3f16'HS..4 PVB,3/16`HS p
25 1118 710X34PFA 910 X.750 PH.FL.SMS ® 89 GLASS,13/16 L/Vyil IG-3116' 1/4-AI2SPACE,1/8'HS,.90 PVB,3116'HS Z O F
27 7070 67070K BULB WEATHERSTRIPASI .300 HIGH 103 OFF-THE SHELF BOLT LOCK W = --
Z
30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL
31 911E 6911 DOOR PANEL,SIDE RAIL q W
32 917 7FRMO HINGE EXTRUSION Q lA
33 1178 71068FP W,B #10 X.625 PH.FL SMSA N _j Iii. �
34 913A 60378M TRUSS CLAMP p. o F 0
35 1130 6TRODA 5116.18 THREADED ROD .055 +h Q p U-
36 980 7990NUTA 6116-18 FLANGED HEX NUT
p
37 914A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD 0_
38 7834FPT #8 X.75 PH.FL.TEK 9 CHANNEL
n
39 997 70997 GASKET(BETWEEN PANEL HEADISILL&PANEL STILES) 6063-T6 o'n
40 1023 167924G WSTP.,.187 X.250 HIGH,FNSEAL � ..
41 926 417M SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) X
42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS $
43 1212 7P3000 SILL.DUST PLUG(INACTIVE PNL a �
44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) p=
45 9848 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) �-2.750 66
46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH
47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) • • • • • • • • ``` t'',
48 1139 7634E 06 X.750 PH.FL.SMS • i i i i•i • 1.000
49 982 FD2PTAY 2 PT.LOCK ASSY. • • • • •• ���
50 6R180FS RUBBER SLEEVE .650–� o•.�'a
51 930 41721 STRIKE PL.INSERT(INACTNE PANEL) 125 =a
62 931 7FRSPX DEADBOLT STRIKE PLATE ?�2 TUBE MU =z:w �' A��`m
53 1118 710)Ci4PFA 10X.750 PH FL.SMS • • • ••• • • 8063 T5 Z T� z a
y-.
54 957 70957X HANDLE STRIKE PLATE • • • • • • • • yo ,
55 1118 710)04PFA #10 X.750 PH FL.SMS • •• i i i• • i i '�y/y� FLO��` d
�llttrntu���
• •• •• • • • •• •-
1.750 { 1.750- 1.750 1.750 "RODUC7 RENEWED
iI -. a toopta W6.vfu ane Fwriaa
�1.480� .050- � B �w.o�No .Q
.2504.726 O WEATHER
4.626 4.726 4.726 ( 37
062- 050 STRIP CHANNEL N Q
.000 6063-T5 Y �
4.000 082 - 4.100 .062 4.100 .062 4.675 In
4.675 --0.375 Q
4.100 0 p [1
40
ZQ AMB FRAME. 2.125 .125
p6063-T6 J
DOOR PANEL DOOR PANEL _ LU
3Q TOP&BOTTOM RAIL 3� SIDE RAIL DOOR PANEL DOOR PANEL O o
6063-TS 606345 44 INTERIOR ASTRAGAL, 4rj EXTERIOR ASTRAGAL O HINGE LL
606345 6063-T51.578 32 6063-T5 oiS O
1500 1 02
F
-3.111 I 125 L �.-.558 1�� f-�-.525 �{ .890 - d O
119-0
550 .750 883 -.060 .683 .050 0 p Z
1.400 I .050 I - .172 I Lj ® Q � Z
.050- 050 Z LU
_ TRUSS CLAMP 30 GLAZING BEAD 7116'GLAZING BEAD 3.000 .683 Q O 0Y
0
Q
FILLER
6063 T6HEAD ADAPTER O 6063-T5 73 6083 T5 72 8063 75 T I j V
�-- 3.100--� t� 1.092 Fes- Q N L
3.000 J L IG GLAZING BEAD w Q
1.4792 SL JAMS 744606345
6063-T6 e
a pp
N N Q
12j721.479 X,`Q•',7 w
1- 63U r x
5.45W9 .075 5.212 I o
.050
O FRAME HEAD 6.085 09
.075 0= o
8063-T6
�• • •• • • • • •586
2.980
0 `,
079 • .. .. . .. 05 ...... ...
TT . � :
489 S�
A-% ,:d
• ••• 3.10 •• • • _ :y m rW o;Z-�51
3.000---.4 • • • • • • • • • • SL JAMB - 'w o �ak'O-zw
• • • • • • • • 7 J••J 6 Vj`Ja
OUTSWING THRESHOLD SL HEADER •• • 6L SILL • • • • • ADAPTER yti. of
6063-T6 6Q 6063-T6 •• EVS-TB i• •• ••• 6063-T610,
,
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
� ED � - -AD HEAD HEAD
•ZON 'C• ZONE"D�ZONEW ONEv ZONE
PRODUCT RENEWED
w complying W"lho florid•
s•Iwin co a -O go.0
x=MINIMUM JAMB ANCHOR By
LOCATION. Mums Drde Product 0o•trd
Lu X z z XX z z O z z XO O OX z —=ADDITIONAL JAMB a p
N N N N N N N N ANCHOR LOCATION,
m m mm� m m EQUALLY SPACED AS
d� REQUIRED PER TABLES Q
3-7 ON SHEET 9. U) IL
� _
F-
SILL SILL tt It III
J
�ZONE'C� ZONE V ZONESLL SILL"D" A S'LLZONE'E'� ZONE"W ZONE"E'~ _ u-
SEE TABLE 3..SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE SHT.9 Z
HEAD HEAD HEAD HEAD HEAD Q
ZONE HEAD ZONE HEAD HEAD ZONE ZONE HEAD HEAD ZONE EXAMPLE OZ Q p
'E' �zoNE"F'� -E' ONE ro- zarE"F"� "E" zoNE•F• ZONE•F" .E. ANCHORAGE SOLUTION u'o o "�
FOR A CONCRETE ¢ w = z
OXXO INSTALLATION o w
z
A.19"x 83 314"SIDE LITES'B"AND N LL ..
(� P° < co �o E'ZONE ANCHORS FROM D_ 0 2 p
z W w W TABLE 7,SHEET 9. Q (V U � u-
N OXO N XXO OR OXX N N OXXO Z
S PLUS: p
m m mmg m
B.713/4-x 83 314•XX DOOR ZONE e
'F'ANCHORS FROM TABLE 4, .,
SHEET 9,EACH'F'ZONE. ;k,,m N m w
SEE ENCIRCLED VALUES,SHEET 9
SOLUTION: IL
TOTALS(4)TYPE 1 OR 2 ANCHORS
SILL SILL I SILL 1 ILL EACH JAMB AND 2+5+5+2= 14 u
SNL 4 t— SILL SILL • ••• • I. 1 L• • 61LL••� SILL ( )
ZONE ZONE"F" ZONE ZONED' ZONE•F ZONE �•�,p• ZQN�'F" ZONE'F ZONE TYPE 1 SI 2 ANCHORS AT HEAD
" SEE TABLE 7..SHT.9 �" SEE TABLE 7.,SHT.9 �•• ••rte•• "i -•-SEEWABLE T SHT.9 "V AND AT SILL
••• •• FOR A 713(4*x W 314'')W DOOR •=ANCHOR LOCATION FOR
_NOTES: WITH 19"x 83 314•SIDE LITES SEE SOLUT AT RIGHT EXAMPLE ABOVE
h Q,y:o
� w
1.APPROVED ANCHOR TYPES ARE: 1.114"ELCO TAPCONS 2.1/4*ELCO f1 SS4 CRETE EX MASONRY ANCIiOR6• 3#12.SCREWS o�z au d 4; •
22-ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MW.O.C.FOR CONCF". SPS EXAMA•LEbXXQ ANCH(Jt L•AYOUCABOVE. _ •, z —._z UI
JAMBS(ALL:13114•MAX.FROM CORNERS AND 23 U8•MAX.O.C. •• • • • • • • • • • moo'. ��; °
HEAD&SILL OF DOORS:W MAX.FROM CORNERS.W MAX FROM ASTRAGAL CENTY"WO28 71t'1040!D.C.iHEAD&SILL • i•• ••• iy1lb' F��`
AND 24 3W MAX O.C.
3.TO DETERMINE OFANCHOR QUANTITIES FM10TFIECORNERS
( J FlURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 3.X DOORS ® TABLE 4.XX DOORS ® TABLE b.O SIDE LITE ® TABLE 6.XO&OX ® TABLE .OXO,XXO,OXX APPROVED ANCHOR TYPES;
(ALSO X DOOR OF XO&OX) &OXXO ® 1.1/a•ELCO TAPCONS PRODULMEMWE°
GLASS TYPES A,B,C,R E CLASS TYPESWOOD 1,2, A.B.C.D,E GLASS TYPE A.B.GR E GLASS TYPES A Q GD,E PASS TYS A 8,C R E o canplying with 9`0 Florida
ANCHOR TYPE ANC OR TYPE ANCHOR TYPE ANC10R TYPE APY]/0R PE Btildirp Code o i�S J�.
8 SUBSTRATE 2•� CONC a SUBSTRATE Z3.V1100111,2,CONI a sDBSTRA Z�. 1,2,DDHc a SUBSTRATE WOOD 1•Z COHC a sues TE 2,3,WOOD 1,2,Cowc 2.1/4'ELCO SS4 CRETE-FLEX Amp o
ODOR WIDTHS LOAD DOPES DDDR WIDTHS LOAD DOPES MASONRY ANCHORS t)Z
W�TF LOAD ZONES DDDR WIDTHS LOAD ZONES LCMlO BOWS By-"���
"X"-25. ")OP-47.7 'O'-10.7 " -25. w-2,50 3.812 SCREWS(G5) Mt Dade Product Coati
TO 37. TO 71.7 TO 38.7 TO 37. TO 3. IL (,
a w 4.ENCIRCLED ANCHOR
rg{ uffiI 1" w QUANTITIES IN TABLES 4
i a d 3_ _: � � _1 SOC-4 .7 _� �_ Y
t a m f F m F F m bo �o - < 0 g < TO 7 .7 � � bo � AND 7 PERTAIN TO THE
myr f 1 m m d ' m m m ' l EXAMPLE ANCHORAGE 30 p (~J
S� gii SOLUTION ON SHEET 8. a
3 LITE �-` x LITE O
WOTM x HT. x x 3 x x l 3 WIDTIi x HT. a c a WIDTH x Hf. O O O O W87TFi x HT. O O x x O O x x WdTH z O o �Z 0 0 �i 40 W g L6
25.50 x 79.7 5 2 7 4 2 3 47.76 x 79.7 4 3 6 4 2 3 10.75 x 79.7 4 1 4 1 10.75 x 79.7 4 2 4 2 10.75 x .7 4 2 4 2 EE55
83.7 6 2 7 4 2 3 83.7 5 4 7 4 2 3 83.7 4 1 4 1 83.7 4 2 4 2 7 4 2 4 2 d CO � $O
87.7 5 2 7 4 2 3 67.7 5 4 7 4 2 S 87.7 4 1 4 1 87.7 1 2 rc 4 2 8.7 4 2 p 4 2 W L r
p W Z
91.7 5 2 7 4 2 3 91.7 5 4 7 4 2 3 91.7 4 1 4 1 91.7 4 2 6 4 2 9.7 4 2 9 4 2 W
95 7 8 2 7 4 2 3 95.7 5 4 7 4 2 3 95.7 4 1 4 1 95.7 4 2 8 4 2 .7 4 2 4 2 (L N 0 O
27.60 x 79.7 5121 7 4 2 3 51.75 x79.7 6 4 7 4 2 3 12.75x79.7 4 2 4 2 12.75x79.7 4 2 4 2 ,� 12.75 x 7 4 2 $ 4 2 p t4 LL
83.7 5 2 7 4121 3 83.7 5 4 7 4 2 3 83.7 4 2 4 2 83.7 4 2 -4 4 2 m 7 4 2 5 4 2 (1) O t5 � U
87, 5 7 7 4121 3 87.7 5 4 7 4 2 3 87.7 4 2 4 2 67.7 4 2 m 4 2 m _7 4 2 .4 4 2 m J a O
91.7 8 2 7 4121 6 91.7 5 4 7 4 2 3 91.7 4 2 4 2 91. -4 2 4 2 4 2 4 2
95 7 6 2 7 4121 5 96.7 6 4 7 4 3 b 95.7 I 2 4 2 95 4 2 4 2 7 4 2 4 2 C3 •�Z
29.50 x 79.7 5 2 8 4 2 3 55.76 x 79.7 5 4 7 4 2 3 19.00 x 79. 4 2 4 2 19.00 x 79.7 4 3 &L 4 2 19.00 x .7 4 3 ��g W Z T �i
83 7 5 2 8 4121 3 83.7 5 4 7 4 2 3 83. 4 2 4 2 83.7 4 3 4 2 .757 3 W 4 2 lu 0 � Z
87.7 6 2 8 4 2 5 67.7 5 4 7 4 2 3 87. 4 2 4 2 87.7 4 3 4 2 4 3 Zoo 4 2 e Ze Q d W
91.7 6 2 8 4 2 6 91.7 6 4 7 4 3 5 91.7 4 2 4 2 91.7 4 3 z 4 2 t 9. 4 3 = 4 2 i a; N O LLL. Or
96.7 6 2 8 4 2 6 95.7 6 4 8 4 3 5 96.7 4 2 4 2 95 7 4 3 4 2 7 4 3 v 4 2 < d p 2 d
31.50x79.7 6 2 8 4 2 3 59.75 x 79.7 b 5 8 4 2 3 21.75 x 79. 4 2 4 2 21.75 x79.75 4 3 p 4 2 0 21.75 x .7 4 3 4 2 W. Q N U LL
837 6 2 8 4 2 b 83.7 5 5 8 4 2 3 83. 4 2 4 2 83.7 4 3 1 2 7 4 3 ,Q 4 2 ,Q
o a I a
87.7 6 2 8 4 2 6 87.7 8 6 8 4 3 6 87. 4 2 4 2 87.7 4 3 us 4 2 w .7 1 3 -4 4 2
91.7 6 2 8 4 2 b 91.7 8 5 8 4 3 5 91. 5 2 4 2 91.7 5 3 4 2 9.7 5 3 0 4 2 �� m
95.7 7 2 10 4 2 5 95.7 8 5 8 4 3 5 96.7 5 2 4 2 95.7 5 3 w 4 2 w 7 5 3 '3 4 2 ^ n g
33.50 x 78 7 6 3 8 4 3 3 63.75 x79.7W610
3 27.75 x 78.7 5 2 4 2 27.75 x 79.7 b 3 ,A 4 2I 27.75 x 7 .7 b 3 � 4 2 � x+_3 X
63.7 6 3 8 4 3 5 83.7 5 83. 5 2 4 2 83.7 b 3 = 4 2 = .7 5 3 15 4 2 14 x I:
87.7 8 3 8 4 3 5 87.7 6 87. 6 2 4 2 87.7 5 3 4 2 8 .7 5 3 Q 4 2 2 12
91.7 7 3 10 4 3 5 91.7 5 91.7 6 2 4 2 91.75-6 3 w 4 3 w 9.7 6 3q4 es - 4 3 o
95.7 7 3 10 4 3 5 95.7 5 95. 6 2 4 2 95.7 6.3. OJtf 4 3 m 6 3 % 4 3 „ a i
36.50 x 79.7 6 3 8 4 3 5 67.75 x 79.7 6 5 8 4 3 5 38.13 x 79.7 6 3 4 3C �c 79 8 F F 36.13 x 7 .7 6 4 4 3 u
83.7 8 3 8 4 9 5 83.7 8 5 8 4 3 b 83-75 8 3 4 3 • • 8717 4 4 3 7 6 4 = 4 3
•• < a 1111f I1I
877 8 3 8 4 3 5 87.7 8 5 8 4 3 5 87.7 7 3 •4 3• • • 47 7 2 O 3 �` B.7 7 5 4 4 3
91.7 7 3 10 4 3 5 91.7 7 6 10 4 3 b 91.7 7 3 4• •• 8� p L.3 p .7 7 b me 4 3 •:
95. 7 3 10 4 3 5 85.7 7 6 10 4 9 5 95.7 7 3 4 3 96 7 5 V 4 3 V 7 5 x 4 9 = �Q;` s.� a
37.50 x 79.7 6 3 8 4 3 5 71.75 x 79.7 6 5 8 4 3 6 36.75 x 79.7 8 3 4 3 38.75 x 79.7 6 4 < 4 3 < 38.75 x7 .7 6 4 i 4 3 i
83.7 8 3 8 4 3 5 83.7 6 5 9 4 3 6a87-7
4 m N43
m 7 8 4 w 4 3 W = h ' a o-Z-�
• a 41 (a - :x `� Nom;0_�_.
87.7 7 3 10 4 3 5 87.7 8 5 9 4 3 b •3 4 3 87.P75
1-% 7 7 Z81.7 7 3 10 4 3 5 91.7 7 8 10 4 3 b 1 4 3 • • 91. 9.7 7 5 4 3 yytti�967 7 3 10 4 3 5 95.7 7 6 10 4 3 5 •3 4 3 ••• 96. 66 .7 7 5 4 3 '��Oyl ' O��
��Inllllll
• • • • • • • • • •
••• • • • ••• • •
2X WOOD 134" 1314*
BUCK,NOTE 2 -mw Ea -N E.D-.-1 2X WOOD 1314' 1314"MIN.E.D.
3.4 KSI MIN.CONC. E.D. BUCK NOTE 2 3.4 KSI MIN.CONC, • E
1X WOOD BUCK NOTE 2-
PRODUCTRENSWED
1X WOOD I 3(fr TYPE 1
1 3V TYPE I a comOlwa Wilk the Rod&
I WTYPE2 13/4"TYPE 2
B"scod' 12-
1318*MIN. Acccpt—No a
1318" BUCK,NOTE 2
M I N A�� - .............
By
1/4-MAX
-F HIM 1,41J!,X Ile MAX I9'MAX BY
S'
oae
WOOD EXT. SHIM SHIM SHIM
EXT- ANCHOR CONC. EXT. CONC.
TYPE 2 OR 3. ANCHOR, WOOD ANCHOR.
NOTE 1 NOTE I ANCHOR �2
TWE 2 OR 3. NOTE 1
DOOR HEAD(WOOD) 1 1/4-TYPE I OR 2(CMU) NOTE I
DOOR HEAD(CONC) 1 3M'TYPE I(CONC) Ar
I 31W 1 34-TYPE 2 MAX. (CONC) IDE LITE HEAD(WOOD) SIDE DNC)
114*MAX MIN. SHIM &0 2 6
1 1/4-TYPE I OR 2(CMU) Of - 0
-T 1W MAX.SHIM 1/4"MAX SHIM 1318'TYPE I(CONC) (6 10
Wl 3
314"MIN.E.D. 13/ir MIN. TE
WOOD 1 314C TYPE 2(CONC) UJ
13W
CONC.
ANCHOR MIN.E.D.
wrE t2
ON CONC ANCHOR.
LU
NOTE I
STAGGERED ANCHOR
CENTERS, ON 1.5 KSI MIN.CMU OR 3: U) u-
TYPE STAGGERED WOOD
&4 KSI MIN.CONC. 0
2 OR 3, CENTERS, #D ANCHOR. (j) 0
�.'l 3/4-MIN.E.D. (n Of a
NOTE 3141 MIN.E.D. UJ
NOTE _j o
=OR 3. 0 (n
2X WOOD EXT. IX WOOD BUCK X W
NOTE 2 EXT. NOTE 2 b—i ASI MIN.CMU OR XT. NOTEI �;:1
3.4 KSI MIN.CONC. BUCKNCOO IX WOOD BUCK N 7 EXT. 1-- Fa-
BUCK Iz
DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE i B(CONC) Lu Ul
0 1: z
0 w
WOOD ANCHOR TYPE 2 ANCHOR, ZI(wj
WOOD ANCHOR,TYPE 2 OR 3 NOTE IAOMR 3.NOTE I I w OANCHOR.NOTE I Ix WOOD D� C'4
EXT. CL
EXT. X EXT. NOTE 3 04 0 LL
u-
IM"MA lrMAX 114"MAX
a UXW,NOTE 2 C3
T7
SHIM l 114"MAX
SHIM
I 3tr TYPE I
31W MIN.
1314"TYPE
2 1 Wr MIN. L AX
-3 TYPE 1
3.4 KSI MIN. 134-TYPE 2
--L'3W t&4 KSI MIN.CONC. CONC.
NOTE Q)
2X WOOD SUCK,NOTE 2 IN.E.D. 2X WOOD BUCK 2 13/4'
DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. �g
SIDE LITE SILL(WOOD) SIDE LITE S'LL(CONC)
NOTES: .00 0
1.FOR CONCRETE INSTALLATIONS IN MiAMII-DADS COUNTY,USE ONLY MLAMI-DADE COUNTY 14PROVga Eynille T44US EiSIXDDED 1318"MIN.(YPE 1)OR 114-SS4
ff
CRETE-FLEX EMBEDDED 1 3f4*MN.(TYPE 2). THE MIN04UM DISTANCE FROM CENTER OF ANCHORTq CONORE4-E EDGE It 13141 FOR WOOD M-1 kLLATIONS USE
#12 SCREWS G5(TYPE 3)OR ELCO 1W S64 CRETE-FLEX ANCHORS EMBEDDED 1 3V MiN.MPE V• 00 0 0 ........... .
44
2.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I 1/2"THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCREI;. WOMBUCKS V.. 4'.
DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 0
AUTHORITY c- 4- 8
TY HAVING JURISDICTION(AHJ� • 0*0 • 000 0
z 0.Z=
3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF U3ED?WMSHMNw=ww-m TWALLIC RSU1134@0 PSI MIN.),(C ONE BY OTHERS) 4! Oz. 5.
1 .C., zw
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIG-49 TO THE SOWRAt.AW IOAD;O DUBSTRATE. IF SUBSTRATE IS
WOOD.30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSl-rRAl Iw OFJ Wj ICT
000 "ORA&AWROMBY- AU*i TYHAVtNGJL SO ION. C5
0 00*
.......... 0
0;0
00 0
00 000
t ,
MIAMI-RADE MIAMI—DADECOUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www,miamida�g.gavleconomv
PGT Industries
1070 Technology Drive
North Venice,FL 34273
SCOPE:
This NOA is being issued under the applicable rales and regulations governing the use of construction
materials. The dicumentation 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
falls to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modlf�, or suspend the u-se o f such pmduct or. matenal within their jurisdietie-
RER reserves the right to revoke this acceptance, if it Is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.IV1r.L.'•: .•••. •• 0:•
APPROVAL DOCUMENT: Drawing No. MD-720420, titled "Series Fig4ct:'Window'1'hst;llatio:t•••:-
Guidelines", sheets 01 through 10 of 10,dated 07/14/03 with the latest revision datj4bV01/13j pr1fared b;....:
manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miatnj;Dade CountyFroducl '
Control Section Renewat stamp with the Notice of Acceptance number and Expicatimslate bytiv,Miami;. •
Dade County Product Control Section.
000000 ......
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or loif,•city, statg;•0•
modei/series, and following statement: "Miami-Dade County Product Control Appr+oveZ", unlass.atherwir•••:
noted herein. 0..0
REVISION of this NOA shall be considered atter a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 11-1110.15 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 Jaime D.Gascon,P.E.
'�I p, , NOA No. 134502.03
.(y+� Expiration Date: February 19,2019
�Fj ``:� 1� Approval Date: July18,2013
Page 1
r
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",
sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203--94
6) Forced Entry Test,per FBC 2411.3.2.1, tind TAS 202-94
along with marked-up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL -7212, dated
03/21/13, signed and sealed by Marlin D.Brinson,P. E.
2. Test reports on: 1 Air Infiltration Testper FBC TAS 20294••• •••• •••• •
2) Uniform Static Air Pressure Test,Loading p"FBC,TAS:202-9d..:.
3) Water Resistance Test,per FBC,TAS 29244• ; •••;
4) Large Missile Ihnpact Test per FBC,TAS'20IT94 :...:. '
5) Cyclic Wind Pressure Loading per FBC, A$.203-04... •; ••
along with marked-up drawings and installation diagram of affimtnum fwwd Window,...
prepared by Fenestration Testing Laboratory, Inc., Test Replx-q*.'s FTIr-3835 and•;
FTL-3850,dated'07/18 and 31/03, all signed and sealed by Joseph C. Ct►an,2« E. •••••'
( p 03-1105.01) '
Sub»trfted underprevious NOA No. ••••••
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010,
prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller,
P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami--Dade Department of Regulatory and Economic Resources(RER).
r Jaime D.Gasco ,P.E.
Product Control Section Supervisor
NOA No. 13-0502.03
Expiration Date: February 19,2019
Approval Date: July18,2013
E-1
c i
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co.,Inc.
for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16.
2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours & Co., Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
OF.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
F. STATEMENTS :00% "00 00
1. Statement letter of conformance, complying with FBC 2010,issued by jvat�t�fact�,.:.
dated 04/29/13, signed and sealed by Anthony Lynn Miller,Fr la•• 0 19 .
2. Statement letter of no financial interest, issued by manufacture;dated 0V29(23, sighed •
and sealed by Anthony Lynn Miller,P.E. 0000 00000
. ....
3. Laboratory compliance letter for Test Report No. FTL-721Z,..•.d$.t.'�d 03f21t13.... , sign.,cd...
and sealed by Marlin D. Brinson, P.E.
......
4. Proposal issued by Product Control,dated 07/26/12, signed try Janne D.ViSSCgn,P.e.--
S.
.••5. Laboratory compliance letter for Test Reports No.'s PTL-3135-grid FTL,-3850, da ad••:
07/18 and 31/03, all signed and sealed by Joseph C. Chan,P.E •0 :0 •
(Submitted under previous NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW-
701
PW701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on
02/19/14.
Sainte D.Gascon, .
Product Control Section Supervisor
NOA No. 13-0502.03
Expiration Date: February 19,2019
Approval Date: July18,2013
E--2
GENERAL NOTES:SERIES 720/820 DE8(PFtEg%JREING
RATYrO IMPACT RAT
IMPACT:kES1STANT FIXED WiN00W VARIES, RATED FOR LARGE a SMALL
1)THIS PRODUCT HAS BEEN DESIGNED b TESTED TO
SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH
HURRICANE ZONE(HVH♦2). 4r BUCK YVIOTH 46'BUCK WIDTH 46'BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED N 44.114 VISIBLE 45.1K VISILE 45-IK VISIBLE
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS __LIGHT WIDTH LIGHT WIDTH LOHT WIDTH PRODUCT RENEWED
INSTALLATIONS ABOVE W N THE HVHZ.THE OUTBOARD
I
__ MAX V MAX TMAX r oo•plywg,ii t te FIG"
LRE(CAP)MUST TEMPERED. B,SHEET O.SHEET 7 _�H SHEET 9 A%°iplo'°°N°A�.j(�
3)FOR MASONRY APPLICATIONS W MLVAFOADE COUNTY,
Dale 71�_/y
USE ONLY MAM-DADE COUNTY APPROVED MASONRY
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS I _.I I lb wOouCOb
WERE SOUTHERN PINE,ASTM C80 CONCRETE MASONRY A -- I A C I C E,SHEET B I E,SHEET 8
UNITS AND CONCRETE WITH MN.KSI PER ANCHOR TYPE. SHEET 6 SWEET 8 BUCK SHEET 7 SHEET 7 G SHEET 9 G• 9 u
4)ALL WOOD BUCKS LESS THAN 1-VT THICK ARE TO BE I HEIGHT L I _ a
CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE I+ f ------
OPTIONAL F UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. -+— ------- 9�2-114' L I------- 1
WOOD BUCKS DEPICTED AS 2X ARE 1•VY THICK OR 1Y MAX VISIBLE tY MAX i 93-1K ..!— i VISIBLE
LKGFIT
GREATER.1X AND ZX BUCKS(NRGEN USED)3FUL.L BE O.C. LIGHT O.C. VISIBLE S MAX HEIGHT
DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT '7}� LIGHT O.G
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION Is F I / 9a' I I / HEIGHT
BUCK a
THE ARCHITECT
OF B ECO OF�ENGWEFR(IDR)OR nTIP HEIGHT
.,wb
ARCHITECT OF RECORD,
6)ANCHOR EMBEDMENT TO BASE MATERUL SHALL BE ! HEIGHTi }^ a p0 p N
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF aQ
04
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED } 00 to � N
ANCHORS SHOULD BE SEALED.OVERALL I I -__ O J �J z
SEALIN�ASM40 STRATEGY FOR WATER RESISTANCE OF F.SHEET 81
LL Ill
d
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEET 8
IT MAX.O.C. MAX HE { Ir--- tY MAX O T MAX H.SHEET 9 (wj X 0
THE SCOPE OF THESE INSTRUCTIONS. a'MAX O.C.
6)MAX IW&I S ARE REQUIRED AT EACH N401OR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION0 Y z m
LOCATION IMERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNC (TESTED UNIT) o z Q-Z �' z0 0
SUBSTRATE USE SHIES CAPABLE OF TRANSFERRING HL
APPLIED LOADS.WOOD BUCKS,BY OTHELS,MW"T BE g O
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FxAm 1: J
IMPOSED
THEM BY THE VWDOW- tY O.G SHAPES AS SHOVM BELOW OR MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK w
GUIDE TO SFHEETS MAX. AND OBTA MU G DESIGN PRE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-6. y .6 1+'045
7)DESIGN PRESSURES GENERAL NOTES..._......_...........1 j�f ANCHOR SPACING TO BE W MAX. ROM CORNERS AND 1Y O.C.MAX-FOR ALL CURVED FRAME z co
A.tEGA71VE DESIGN LOADS SASSED ON STRUCTURALACYCLE ELEVATIONS_.__..___....__......1 `� MEMBERS,SEE FIGURE 1.THIS 3 W F
TEST PRESS NW,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS..._............2.6 O O
E1300-09. DESIGN PRESSIRtES...._�.___2-6 1Y D.C. / 0 z a1m5
S.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATTON,FLANGE._------6 MAX 7'F'�__—WIDTH_ =-i ` Fes-WIDTH-�{ I..—WIDTH�{ fes-WIDTH +)
PRESSURE.STRUCTURAL/CYCLE TEST PRESSURE.FRAME INSTALLATION,EQUAL-LEG_.__7 T r 1 , �� � T r
ANALYSIS AND GLASS PER ASTM E1300.OB. INSTALLATION,INT.FTN A------a I I
NSTALLATON,NT.FIN 6.._.__.9 }� p Cr)u w z
8)THE ANCHORAGE METHODS SHO%%W HAVE BEF1N CORNER wssEMNBLr.._.__.._.__t9 e. / = I ¢ '` I i I I = I / I a a
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFLES_.._..._._.10 t
TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS PARTS LIST__....._._........ �._.10 MAX I L J �L_ —J Nk1 '0se0 seuas
INCREASE HAS NOT BEEN USED N THE DESIGN OF T}IS
PRODUCT.THE IA LOAD DURATION FACTOR WAS USED FOR TABLE 1: ••• ••: • • •• WIDTH __ I--
WIDTH�-i Fes-_WIDTH+( Imo-WIDTH-moi ��\��11LYNNV
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT T•(_- N� ....
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYW • • • 1 r • �p.•'.-..w FR
SHALL MEET THE REQUIREMENTS OF THE FLORIDA I Ham• • •• • i o i •• b "aEBUILDING CODE FOR CORROSION RESISTANCE• i 118'Laml 16'An-.090'PVB-918'HE •• ••• • • •• '' 1 9)REFERENCES TEST REPORTS FTU-3836.3860 a 7212: 2 7118'La11V te'HS-SOUP PVB-918'HS 1 (LDj * ' HMO.587059)RE ERENULTRC S:NEA;EEPO TS FTL-3WTEFLEX ROA;AINSIAF6PA 9 i-VW Let•1.p T•7/WAV•JA16'An-.090"PVB-3116'HS 1.. 1 L— J _ t l,�p.
4 i-Illi•LoviL IN la'T-7116'Ar•916•HS.ABO'PVH.916'HS wDTH I"� I--WIDTH-►{ %'O•:.L`'`��I1 I�
NDS FOR WOOD CONSTRUCTION-(2(106)AND ADM WIDTH-+�{ �-WIDTH+I Ti= til
ALUMINUM DESIGNMANWLL-(2N- 5 7116'Lama 16'An-.OBD'SG-916'M • ••�"14 •• J _ ——— r— --1STAa 7110'laml 1('HS-.09P SG•9iS FH5 • • • ( • • • TT 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 . 16'T-7110'Ar-3It8' •. • : • I r �� � .F.......8 1-Vt6Land.i0 lrT-7116'Air-9/6'HHS• _I I I '�i S(ONA�- �•
SERIES USES AN SO INTERLAYER.THE 720 AND 820 SERIES •• • • u1
MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG'=TUPONT•SENTRYGLAS NTERLAYE!fiOEJ.DLIPONT • • _ ••• • I I T I I x AA11111101,
1
OFJEMOURS a CO..INC. 1 __ 1 A LYNN MILLER,P.E.
P.EJ 66705
• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 2:
Window Design Pressure(+,L,psq forGbss Type 1
OV Side On) Tn6•LAMINATED
87.778 72 78 Bo & 88 92 96 100 104 109-112 GLASS STACK -..
30 .lm -1m +0m .rm .!m +0m +1m +m +040 Nm +0m
32 4m +lm +1 •/m +1410 +m •Im N480 .1410 +1-80 +lm
PVB INTERLAYER
34 +0m +1410 #140 41-M +/m Nm .1m +04D +jV ./-79.8 +/-79-4
36 Nm +lm •Im +1$0 Nm Nm +1.79.7 N-77.2 N-75.1 N-73.4 +1-72.2 3!184 HEAT STRENGTHENED GLASS
A +/m .lm +1m +1m N410 -1•781 •1.752 +0•725 44-70.3 •1.58.5 IV,3 3f1frANNEALED GLASSY pitmicr RBNBWE0
rW ���}}}
_ s .
40 Nm . . %.1 N 4111- .I4n.0 1 11 �IPLrWB wNlbPlod"
tlm •Im +t-79.8 N-772 +!-Tt3 H•713 +1.579 N4
N%AO 3 (,J9��,,r
-Nm +l+1-80N-77.1 +f-74.3 -1-7tll +148.2 +1.54.7 +.51.6 •159.8 •1-582 N° J
fi 44 -60 .1-80 N-78.9 -1•75.4 +l-72.1 -1-68.9 +/458 41$22 +159. N-57.5 USED AT CURVED 2O2
46 +m +Im -1-77.2 +1-73-e +/-70.1 +/788 +/-83.5 +1m3 -1,677 FRAME MEMBERS ONLY 29 5w
�. 48 +/m ./-79. .58.3.l-75. +/-T1. +1 __7W9_ . .5 +/-58.2 011-7Ar O.C.MAX GLASS SITE4
LONG SIDE �, 0
60 .1.80 +147.5 +1-74.1 +1-70.3 +1m.7 .6031 H-59.7 1-$ '� Mimi D•de P+oducl C•o0ol�
52 +1-79.1 +/-75.6 -1-724 +1.88.8 +/.55.1 +1.515
0 54 -1-77.4 0-718 -1-70.5 +1$7.3 +/-83.5 BI-
50
H50 +1.758 +1-72 +/-88.6 +145.3 - - TEXTERIOR ��
58 +0-74.2 +1-70.3 +•08.8 !� 20 13
+/-2 .1.58.7 +045 - �I"' I [:� b
62 �!-t2 ./ .1 GLASS PE 1
64 .1497 +/ffi.5
86 .1-86.3 1— LANGSIDE _-i
87.718 .1-57 T_
NOTES. SHORT NYA .aa
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DWEASION TO DETERMINE THE BUCK ONEWAON. SIDE C�
2)FOR SITES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. K 3 r
3)FOR ARCHITECTURALWINDOWS,FIND THE SMALLEST WINDOW SIZE N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. O a
O N W C
TABLE DIMENSIONS MAY BE chi '1
N
ORIENTED VERTICALLY OR O U. z 0 f`
HORIZONTALLY AS SHOWN. Z LL u- W Z.
U_U Xlif N m 0
TABLE 3: 1--Z m O ,s, =U' �
Window Design Pressure(+4,pef)for Gia"lype 3 Z a Z g O Nn a
X
8'i-718 72 7o 80 84 88 (n 92 98 IOD 104 109-V2 J J O
30 Nm •!m .140 +/m +fm Nm Nm +0•80 +1m 41m •!m GLASS STANK 7!18'LAMINATED m N
GLASS 32 .!m ...N80 +0m .1m +1m •1m N410 +m +m +1.80 Nm 3H HEAT STACK IT I y QW 1+.y5
3/ +/m •lm Hm + +t +Im -1m .m .740 +Im -1m STRENGTHENED GLASS -y{ SIE F+-- Z
36 N +1 +! .1.80 +1410 +lm .lm +Im .IAD -1-80 +/m 3118'TEMPERED GLASS
38 +0m -1m +Im +/m +140 +0-80 +/m .1m +1.79.4 -1-78.4 +1-74.3 -3116'ANNEALED GLASS
40 ./m +m +fm •/m .im .1m +lm +1•76.7 •673.5 N-70.9 •/m 7116'AIN SPACE ,PVB O
42 +fm 4m .!m .180 +1410 Nm .1.77 .1-731 +/4M.6 +lm.9 ./ffi_2 11 - INTERLAYER CZ3 a N°'S
44 +im +/•80 .1m +/m +/80 +/•77.8 +1-71.1 +/-703 +47.5 -143.9 00
IB Nm .680 .Im +IAO 1 149_2 +/-754 +41.7 +1-681 +415.1 5 --I LONG 0 r cl
18 -140 +1m +1m +1m +I- .2 .l- 3 */4D.5 4/•658 USED AT CURVED
e 50 •!m .l +1m +t-714 +-75.3 •1-It3 +147.5 FRAME MEMBERS ONLY O GLASSBITE SIDE W 0.0.
52 -1-80 .Im +1m +-77.7 +-73.5 +0m.5 a 11-716'O.C.MAX. LL O
54 -1m 4m .749.8 +1-76 N-71.8 1-3
56 +/$0 +1-80 +/-TT.5 +1-73.8
58 +/m +/-79.4 +1.75.1 MON IDR `WWNt f 11111114,
00 +0m •/-77.8 +/-735 • • • • •• - LYNN /i
22 21 13 SHORT `� tJ� e '',
o .....NN
& .I62 f& +i//75.8 • •• •• • • ••• • SIDE 'VGENSF .FiQ
66 +1-772 - • • • • • • • • GLASS PE 3 '
67-7/8 +1-74.9 •• • • • •• *: No.58705 .•
/)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIPDIMENSION TO DETERMINE THE BUCK DWENSIGN. -13 L.(
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS-F'WD THE SMALLEST WINDOW SIZE W THE TABLE ABOVE v"m THE OVEWILL QMEN"49 COMPLFfELY For NRIWN. • • �'• STA OF j
•• • • • • • • • • • ",'S
••• • • • *00 • ff l I II I I11
A LYNN MILER,P.E.
P.E156M
••• • • • •
0:0
•• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 4:
Window Design Pressure(+/-,psi)for(;bss Types 2 5 4
LOW Side(a)
67-78 72 76 W 84--T- 88 92 go 100 101 169-112 112 lie 120 1 126 1 132 138 1 140 144
30 .120 af20 */W— .120 .1-80 •120 H2O .120 +120 +120 120 +140 120 +120 H +12) .120 H-80 +120 .120
32 +120 +120 +120 +f-O +120 H2O H2O 120 H-N H2O +1-W .1-00 ./2D ./20 H .m 42D •/2D 120
34 .l-W •120 .1-80 +/20 H,W +129 H410 +IIo +NO .120 +120 .120 +120 420 1 +12D 4420
36 4420 +120 +/20 +120 +120 +120 .129 .120 .120 +120 +120 +120 .120 02D H2O IU24IN%q O
38 H2O H20_ +120 +120 H2O +/20 .126 Wim
_ Wim
_+12_0 +/20 H2O H2O H211 ea°P1Yale `
H2O N20 •t20 4 �
•120 +1.W .120 +/.80 +120
42 H2O H2O 1:9-- H2O —71W--7/:W—--IW—-17a— H-W .120 020
s 44 •/2D +l•W .120 +/-W H-W .120 .120 .120 .l-W +/2D
.120 +12D .2o .t . +120 .120 .l20
48 •12D 4420 +1-60 +140 +/20 H-W +120 .140
r 50 .1-80 4420 4420 +120 +120 +120 N20
J! 52 7120 +120 +120 H2O H-W H.79.1
54 +/20 •I-N .120 .120 N-78.8 Z
aJ-W •120 .120 .1.79.1
lm +120 +1-80
80 .120 .120 d- .3
IF82 +120 H2O
& H .120 --
88 I +120 I I I
67-718 1 ./20 M Y
NOTES: a In --hf
1)BUCK NMENSIONS SHOWN.FOR FLANGED YWNDOWS,SUBTRACT I-FROM THE TIP-TOJIP ONENSION TO DETERMINE THE BUG(DIMENSION. 0'
2)FOR SSS NOT SHOWN ROUNDISP TO THE NEXT AVAILABLE SHORT OR LANG DIMENSION. N N
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST VYINDOW SIZE IN THE TABLE ABOVE WINCH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. >' `H woa O
0C-4 Of
O A W N
JZ l
z� 'aLL m w
FIZL JU mY _ 0 ap
1-1/18'NON. TABLE DIMENSIONS MAY BE > O Z o
The"LAMINATED GLASS STACK 7116'LAUMTED ORIENTED VERTICALLY OR �Z O_Z � O N
GLASS STACK _ GLASS STACK HORIZONTALLY AS SHOWN. g W O
JQA-S
INTER AYER 3716'TEMPERED GLASS -3116'HEAT STRENGTHENED GLASS �EAT 3H8'FEAT STRENGTHENED GLASS LONG SIDE
Of
3116'HEAT STRENGTHENEGTHENED GLASS 7116'AIR SPACE - 09W PVB INTERLAYER > ® r/0 W4 SH Tpz '6 z
USED AT CURVED fFRAME MEMBERS ONUSED AT CURVED ONLY 29 518' SFKMTZ W— IL alln
a 11-718'O.C.MAXBITE F a117/8'OO..GMAX. GLASS BITE �EZ N N1-3EXTERIOR �— LONG SIDE —y 0 0 '22 21 13 aal "°6
GLASS TYPE 2 ••GGL% TpR••• i i ••• T LONG \`tt1ttuIIIrlllrr
• • •• • • • • • SIDE �Off-(LYNN 4!,4
• •• • • • • ••• • � �1`Z`.•�,GENSF •'•FNP �
• • • • • • • • • ,k��
•• ••• •• • • • •• _*: Nu.58705
SHORT
• ••• • ••• • • SIDE
•• • • • • • • • • • '� F CONAL �,
A LYNN MILER P.E.
P.E.066105
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 5:
Window Design Plessure N-,psi)for Glass Type 5
Sfdepn) 7/18•LAMINATED 1..._
W-716 72 76 BD 84 88 92 96 180 101 IM V2 GLASS STACK 1
30 •9W-125.4 •9-120 .901.115.5 .901-111.5 +WJ-108.5 +901-106 •901-7015 +9d-m&S •90i-7025 •90f-100.7 +90'-97.9 .�.����
32 +9111-11419 •801-11e8 •901.105.3 •901-101.8 •901-987 +901-95.7 +9W-92.3 +901.90.8 +901-90.3 +1.89.9 .1�
34 .901-108.9 .901-70(7 1+901486 +901.95.1 +9-97.8 +1•882 +144.4 +1.81.5 +180.1 .1-79.8 4-79.4 3/16'A NiEAL.ED GLASS
38 +901-702.8 +901.97.1 +901.928 I-K9 +/-&5 +1428 N-79.7 ./-772 N-751 +1-73.4 .1.722 3117ANNEALED GLASS
38 +9&484 +9&-92.2 +146.7 •I-83.2 +1-00.7 +/-78.1 .l-T5.2 4-725 +I .3 +1$8.5 +/-083 gRmQ-,%v D
40 44. 41882 4ffi +1.796 N- .2 •1.74. +-7.3 +1-79 .1$5. +/43.4 +1.81.8 4 11 ODUC y kb The AM"
42 +90141.3 +141.7 +/-80.7 -1-71.4 N +1-71.3 .l-661 4-047 -1-t.8 N-59.8 058.2 USED AT CURVED COAs 3-
4 3 .1.824 +!•78.9 H- 4 .l• N +1$5.6 0$22 4159.7 +1.57. �
46 •1184 0-80.8 .1-77.2 4-73.6 +1-70.1 •1-068 •1-3.5 .1$0.3 .137.7 FRAME MFRS ONLY 29 SS ,bele
48 0-827 +/-79.3 +145.6 -1-71.9 .1-08.3 +l-IA 4$1.5_ .1.582 --. 11-718'O.C.MAX GLASS BITE -- LONG SIDE
is 50 H 9 +1-775 .1-74.t 41-70.3 4.66.7 4$S t +1397 1.9 _ 1Daft oalla~
52 +1.781 ./-756 •/•724 +/-K$ +/$5.1 +1$1.5 •``
54 4-77.4 7/-73.8 +/•70.5 7-87.3 +/ EXTERIOR ._. SHORT
> ;
56 +1-768 0.72 41$8.6 0$5.3 13 SIDE �
58 14-742 -1-70341-88.8 201
80 .1.727 .148.7 +1-m GLASc TYPE 5
62 •I•T7.2 +1-07.1
84 -1-17 •1-05.5 --
86 41$83 -- -- ----- F+-- LONG SIDE --•r�
NOTES: SHORT
1}BUCK DIMENSIONS SHOW FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TW-70.701 DIMENSION TO DETERMINE THE BUCK DIMENSION. 1 >
2)FOR SIZES NOT 8fRO11I4.ROUND_W TO THIE NEXT AVAILABLE SHORT OR LONG DIMENSION. li1Df K 3
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. L O
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN FRAMED NMA WS. �N r °1e0 U) N
TABLE DIMENSIONS MAY BE 0.��I� A T
ORIENTED VERTICALLY OR Z� A, - J a
HORIZONTALLY ASSHOWN. W W
X LJ
TABLE 6: r z m 1 0
Window Design Pressm 4+L,psi)for Glass Type 7 ` ►�-� O p JJ z +1 0
1 �z az W LL.
07-718 72 76 80 84 86 92 98 100 704 709-1/2 1-1116'NOM. g 0
30 +901-130 •9W-13D +901-130 +901-126 •901-122.6 +901.119.8 •901-118.1 +9W-117 *901-1158 +9-112.7 +9.109.9 GLASS STACK _ 711W LAMINATED
32 +9&-130 .9W-MI .9W-1189 •9W.114.8 .901-111.5 +9&-1081 +9W-184.3 -9W-1024 +9111-102 •901-101.4 •99.7 GLASS STACK
34 +901-123.1 0101-1184 +9W-111.7 •901.107.5 +901.103.8 +901-W7 -95.3 +9W-2.1 .90140. •1- '0-09.8 SHORT N W
38 +9W-116 +9W-109.8 +901.10/.8 +901.100. +901- 6 .901-93.3 +N-90 .3 0$4.9 .1-82.3 +/-81.2 -3116'ANNEALED GLASS SIDE ® z
36 +901-11.2 .901-1042 +9W-979 +901.97 • ,91.1 41$82 0.84.9 •1-81.9 +1.714 •/-78.4 H-74.3 3/76'7'EMPERED OUISS -
3/16'ANNEALED GLASS �i F
49 +9W-108.9 •9-09.6 +991-90.4 •901-90.1 41-97.2 +1-84 14-00,5 NJ6T •/-73.5 +/-70.9 .t49 H
07ltB'AIR SPACE42 •901-103.2 +90'-05,7 •901411 +187.! 084 .1.808 H.TI .(-737 .1$9.6 41-66.9 41-06.2 .090'SG WTERLAYER �44 +901.99.7 +80143.7 H-89.1 +85.2 .7-011 H-7Z8 N-71.7 •1-703 +/$ZS +1$3.9 11 0 ap o
48 +9&•985 •901-91.3 ./-87.2 0-03.2 .1-712 ♦-754 N-7.7 ./$8.1 0$5.1 6 3 z NN_ 4 .9d-93541-09.8 +1-85.4 +/-01.2 +1.77.2 0- 3 +1� LONG t n°0
43 50 +901.91.4 487.6 0.83. +/- .4 ./- 3 +1-713 .!$75 USED AT CURVED SIDE F�Ty lL�
52 +1 4 4186. .181.8 .1-77.7 +I- FRAME MEMBERS ONLY 29 L WE LL WQ a a
w 54 4$7.5 -183.4 0-79.8 41.76 +/-71.8 5 @ 17-778'O.C.MAX.
58 ./.858 4181.4 .1-71.5 .l-13.8 1-3
59 Aas H-79.4 .1-751 80 N-821 4-71.8 .1.736 i • • i � LYNNA 62 +1884 ./-758 •• • • • • 22 21 SHORT \�� J/
S� ((�
8t 0.788 4-74 • •• • • • ••• • SIDE ` a•' t1GENgF •'•
66 -1•77.z • • • • • • • • G TYPE 7 P'
67-718 +1-14.9 •• • • • •• * No.58705
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED W-DONS,SUBTRACT 1'FROM THE TP-TCYTIP DIMENSION TO DETERMINE THE BLKX DOWN". to
2)FOR SIZES NOT SHOWK ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r1l,
3)FOR ARCHITECTURAL W -F64D nDOWS THE SMALLEST VO4DM SIZE IN THE TABLE ABOVE MACH THE OVERALL COMPLEXLY For • • 0'•• ST1Q-
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WIDOWS DO NOT USE WITH R"RAMED W*IKM'&• • • • • • • • • • %�� .,F(OR1Dp; G��:
• • • • • • • •
• •• • • •• • • • /,,
00* 0 000 0
A LYNN MILLER,P.E.
REA 60705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE T:
Window Design Pressure(*psq for Gins Types 6 i 8
._..
)
e7-67-7187z 78 80 Br B8 92 96 -too too"-6 tog.trt 1 112 ne 720 124 1 129 132 136 too to
30 .901-130 +W-13D .901-130 .901.130 +9W-130 +901-130 MO-730 +981-130 Mel-/3D +901-130 .9 iID .90!-13D .981-130 -13D +9p-1 +981-130 .901-170 •991-130 +9W-130 .901-130
32 +901.130 .901-130 +901.1 +901-130 .9y-130 +9W-130 +901•}3D +901-130 +9d-1W .901-130 •981-130 .9Dt.13D +9W-130 +901-130 +981-1 -WA30 +90V-130 +901-130 +901-130
3+ :9p1-130 .--901.13D .90!.130 +901-130 MO1-130 +901.130 +90I-130 +901-1 .901-130 .901-130 +901-130 .901-1 +901-130 +gy-13D +901-1 +901-130 +901-130 �C,�,��A
38 +901-130 .l7IV-130 +901-130 +901-130 .981-130 +901.13D +901.130 .906130 *901.730 +U-130 +901-130 a901-130 +9N-130 +901-130 +901-1 +901-130
38 - 'k, jib
8r F'btida
+90.730 +901.1 + -130 + .130 +901-1 +901-13D +901-130 . - . -130 •90.21 •9W-130 .9p•136 +901-129.2 .9p1.127.3 ^ -0 �} O
.901-130 +9q-13D +9p-130 +901.130 •901-130 .901-130 M01-130 96F-1 0 +901-130 •901-128.8 .9p-123.2 .901-172
42 .901.130 .901-730 +901-130 +!701.130 +901.130 .901-1 +901-130 +90'-129.3 +981-123.2 .90'-119.7 .901-118.4Oil
M .901-130 .9(Y-130 .901-130 +901-13D .901-130 +901-130 -=420 M0!-124.5 MO'-119.4 .901-1tS _
48 .l7d-130 +901-130 +90V-730 •90/-130 .901-130 +901.730 aW-128.9 .1p'-120.5 +9d-715.3 -
48 +901-130 .901-130 .981- M7aan1 CBOT 1
130 .901-13D ,907-130 •9C1-f29.7 .90!-123 .90'-118-5
50 .901.730 7901-130 .901-130 .901-1 +90V-1 -1 2 8941.179_i ---
52 7901-13D +90-130 •901.130 •901.13D +991.130 +88.91.123
5+ a9d-130 .901-t -130 .901430 .9&B/-127.
56 .901-130 +901-130 .901-730 Mad-129 -
58 +901-130 .90-130 .901-130
so .0-13o .9or-t30 .B9.er.tz9.
82 +90/-13D .90-13D
(W .901-130 Md-130
a6 +901430 ..
.901.130 I IY
NOTES: W a -Z.-
2)
t)BUCK DNAENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT T FROM THE TIP
-To.T1P DIMENSION TO DETERMINE THE t7L1CK DNMENSION. 0 O
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WMDOW SIZE N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. >- v qo0 LSI
4)THIS SHEET APPLES ONLY TO FLANGE AND EGUAL-LEG WNDOM DO NOT USE WITH FLN•FRALED wvmO YS N �
o w
n
z
�U XLO d In
~Z mom _ U' a
TABLE DIMENSIONS MAY BE o
ORIENTED VERTICALLY OR O p Z .a o
1-1176"NOM. F40RIZONTA I Y AS SHONN. Z 0.Z I Q y
7/18'LAMINATED `STACK LONG v ~ W
7178'LAMINATED
GLASS STACK � Glass sracic SIDE �
.097 SG INTERLAYER 3116"TEMPERED GLASS 3H8`HEAT STRENGTHENED GLASS t--- LONG SIDE y 10wS
3118'HEAT -3118'FEAT STRENGTHENED GLASS - - ® W W
311W HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18'AIR SPACE .080'SG INTERLAYER S ` ?�, N F
4 11 11 / --- W Z
USED AT CURVED 6 SIDE _Z d
FRAME MEMBERS ONLY 29 5W USED AT CURVED y.
A 11-7A'O.C.MAIC GLASS er1E FRAME MEMBERS ONLY 29 Sar o � Z N N
n
0 71-718'O.C.MAX. GLASS BITE W N 3 3
t'3 -Z1 t-3 -- LONG SIDE -� LL D.a
EXTERIOR �_ EXTERI 010.1 .--a aau+S
fit-' `:l 13 a 22 21 13 T y ySWE S IDE ���� y LYNN .
GLASS TYPE B GLASS TYPE 8 `�P?•''`10EN' '•��P
' No.58705
SHORT
.. ... . . . . .. �iI-- �,' a!TATr 15
• • • • • • • • • •-• FQom �T[/`
• • •• • • • • • P .
• • • • • • • • • 'ass'/
ONACE�,,"
A LYNN MILLER P.E.
P.EA 68705
• ••• • ••• • •
•• • • • • • • • • •
• •• • • •• • • •
• • • • • • • • • •
• •• •• • • • •• ••
2X WOW BUCKS
�{ AN OR FRAkwfo.SEE� INSTALLATION INSTALLATION f.:.
1 DISTANCE NOTE 2,THIS SHEET TYPE C TYPE 8 EMBEDMENT -
INSTALLATION
TYPE A EMBEDMENT 1X wOOD NKKJKSTRIP,
W MAX SEE NOTE 2.THIS SHEET
EMBEDMENT � - � SHIM ,, -
W
TYP.ANCHOR TYPE.EMBEDMENT EDGE
t EDGE DISTANCE PER SUWM
EDGE
SEE TAKE S.THIS SHEET DWANCE PROIXLT REMWBD
DISTANCE 'PAN- zoq
- B •ow•p1Yhy MNiW117oridt
cill
IWMAX
4 l
ANCHORTYPE. ...r, • tiY--�'
EDMENTANDEDGE - M6t•d lwditcl
11 ANCE PER SUBSTRATE.
SEE TABLE S,THIS SHEET
---�USED AT CURVED -
FRAME MEMBERS ONLYEXTERIOR --- -- 2
011-TATO.C.MAX CONCRETEICAL! 4
PERA CHOR VISIBLE LIOW WIDTH
REQUIREMENT YRNNDDw BUCK WIDTH-2 -
wlND01M1 WINDOW SUCK WIDTH
BUCK EXTERIOR TIP TO
TIP- - VYNDOAN
am, PER ANCHOR a
H
REQUIREMENT
uP MAX.SHIM HORIZONTAL SECTI A-A o a O
TIP-TO-TIPWINDOW
#12 STEEL
FEK3F#T VISOBLLIGHT SELF-DRILLING SMS
HEIWINGHT• (06�SEE TABLE T� TABLE 8: z LL cvV LL � j —oAQ 0
&lCC THIS SHEET Anchor MkrL Edge Mb.Ew6ed mmat Ma O.C. U X
ZO 0 DMQ
HEIGHT-
2-3W INSTALLATION s12«ru 410 8S Scmw eoe3 Ta trn
z
METHOD D sHe� 318• 0.093• it c i a z O
MTA1A11M ANCHOR BHeet Or.33 mh 3AT• O.oN? 1r .. H LL
UNDERNEATH THE P.T. Plus ww Lala IT
WAR. 0.N10.T• z
BEADING EXTERIOR 912afi4stow sa•wl�) AIS S" 319' a0mr, I 1T ® �ry F >°•'rs
Cn) 8" ,Gr.33 mIR 19'3aONw 19(m. 1r
MIAMI-0MDE APPROVED MULLION IW 410 88 Cmk*lu C#AU.(STM OW> 2-vr i-W 1r z
21 (SEE SEPERATE NOAA ALUMWNl1M, Owmal•twft 3.36 k•q Y t v r 1T
STEEL FRAMING OR STEEL STIR. ConmYsth 2.96 T 1.1"4• 1r R N
SEE SUBSTRATE PROPERTIES, 1!r INN tMcat C°^s''sI� .2.96 k I-w IT z z
5 TABLE LTHS SHEET IASTM C-w 2-Vr 1-W� --IF—
IW
3 W'WMAX8HM Goou•e TMC-00 2-vr tau• tr
N16•Slow ubum I�3S 1•Y<• 1.3M• tr � 0tyy z t'�
cMft•edIT LL -j dd
X WOOD&JI.'IGS'TRIP,
'MIH.OF 3 THREADS SEYOHD THE MET S1188TRATE.
} x•p w,
I SEE NOTE$THIS SHEET
LYNN
EL T •f CONCRETE PER ; C-eN$,
#_ rurALUTIaN NOTES J '•.is l�
REQl1ItEMENT �c r Ho.58705
I.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMaEoNE#n AND EDGE DISTANCE LIMITS.
2.WOOD BUCKS DEPICTED ON THIS SWEET AS-IX'.ARE BUCKS TOTAL THICIONESS IS LESS THAN 1-1Q'.1X WOOD BUCKS ARE D"
INSTALLATION -- STAN - TYP.ANCHOR TYPE EMBEDMENT O:• N 13
DISTANCE OPTIQHYiL li CW SE HOIRECTLMsTp SOLID CONCRE .WOOD BUCKS DEPICTED A3'2X'ARE 1-Yl TH9CX OR GREATER. -.•, S�E ipF N(/`
TYPE B SUBSTRATE.3AND EDGE �TABLNCE E 8.THIS SHEET I"TAI TION.TAD TME SVBSIRATE Of w1I WSUCK3 TO BEE BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ��,0'•• F(QIR10H'•'U'�2
VERTICAL SECTION B-B csSIONA�
3.In.-*lT f;j NTT4M *%,THE PlJOWMEMBER SHALL OF A SDE TO PROVIDE RLL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINOOlW OR MULLION NOAAPRJES TO WHOLE SYSTEY.
A LYNN W I FR PE
P.E/6!706
• • • • • • • • • •
••• • • • • ••• • •
••• • • • ••• • •
EDGE2X WOOO BUCKSTRIP INSTALLATION INSTALLATION
DISTANCE ORFRAW4G SEE TYPE G TYPE F
NOTE 2.THIS SHEET EMBEDMENT
1X WOODBUCKST)8P.
INSTALLATION - EMBEDMENT NOTE 2,THIS SHEET
114*MAX
TYPE E 0 EMBEDMENT -_-� SHIM TYP.ANCHOR TYPE,EMBEDMENT
�- EDGE DISTANCE PER SUBSTRATE. DISTANCE
EDGE 11 SEE TABLE 0.THIS SHEET
DISTANCE .. �_drbswisle.Flows p
-- 2 SHIM 2
2 SHIM
4Y
TYP.ANCHOR TYPE, "f - Dade Pviadua
EMBEDMENT AND EDGE - - .�._. _ _
DISTANCE PER SUBSTRATE.
ILLS -_----_- - •• s•.
11 SEE TABLE Q.TSHEET
EXTERIOR
USED AT CURVED 4 - 11
EXTERIOR 29 FRAME MEMBERS ONLY
a A
11-7011-OZ.MAX 10--" VISIBLE LIGHT WIDTH- b PER ANCHOR W NDOW B"WIDTH-2
REWI E MENi WRmOW BUCK WIDTH
VnNO p CONCRETEACW c+x Y
BUCKHORIZONTAL SECTIO C-C REQUIREMENT W a 3 `"
HEIGHT 1/4-MAX MINIMa O o
b
R12 STEEL O N '� �
SELF-ORILIING SMS S A .A
VEIGHT (OS),SEE TABLE LL J J z
LIGHT THIS SHEET TABLES z LL .8 LL W • a
AneAwMinEdge Mk EM••ud Max O.C. U_U X N a
OlstumP•av }�UIIU
B11C1( .T. F z 020 C9 A
22-W INSTALLATION #12w81441033Se" AlumimmC Ts"�''Susl ye- O.W. tr O o
TYPE H saw Gr.33 ada. Sas- 0.045 a o. tr z n z z O
P.T. Pis(SG-4.55) ti H6• t-W 1r g O 0 .
!0113-T6 mh 3W 0.083-• tr J
EXTERIOR 112 or Y74 8MM Sowtr(05) 8Na13W0. tr
---- �• St" .Gr.33•rivi. I 318- 0.044 Ga' 1r
UnyouMd (ASTM Ca0 2-VZ i-VP tr
ILLQ
MIAMI-RADE APPROVED MULLION V4.410 83 CroteFlax 35 ka0 At 3. 1• 13M• tr
21 (SEE SEPERATE NOALUMINUM, Z STEEL FRAM M OR STEEL STUD. Odn.2.88 k 1' /3N• 1r O Z
t3 n1
SEE SUBSTRATE PROPERTIES, 1N'81eN llli•em� (90.2.88 ) 2-Vr 1318• it Z III
TABLE 6,THIS SHEET Unprovided TM Cao) 2-Ur 1-114• 12' O 3 N p
5 Lu GMikd C-00 2-Ur 13M 12'• ^N
�1N"MWC SLIM 511P Meet Ullnoan Can In.3.8 ka0 1-114- 1-W 12• j -T
Grouted U TM c4m 2-V2• 13If tY tcc��� IL
TT 'MIN.OF 3 THREADS BEYOND THE MET kL SUBSTRATE u' �
} 1X WOOD BUCKSTRP. M'1 ro
I SEE NOTE 2.THIS SHEET •e ••• • • • • • •• \11
• • • • • • • • • `�� (LYNN
. CONCRETE PER • •• • • • • ••• • : '� '�,1GENSF '-.F.p
EMBEDMENT ANCHOR �1TP.S • • • • • • Q�:'
•* •a REOWWSTALLATKXd
REMENT --•-r---•--•i--
No"
11 • • • •• _`*. 515705 •*'�
. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEOMEWAND EDGE DHSTANCC LIMITS.
INSTALLATION EDGE 2.WOOD SUCKS DEPICTED ON THIS SHEET AS-OCRE,ABUCKS MI TOTAL THICKNESS IS LESS TH1-1Q'.1X WOOD BUCKS ARE fl TYPE F -- DISTANCE .-.-- TYP.ANCHOR TYPE,EMBEDMENT 0PTKWft i LINT CAN BE L69MLED DIRECTLY TO60Lm .WOOD B UCK8 DEPICTED AS-2X•AM I-1?THICK OR GREATER. �,il �I(/`
AND EDGE DISTANCE PER •MISlfAWRT10N TO TRE S183TIMiE OF W0001B11ACS 90 BE till OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE.SEE TABLE 8.THIS SHEET • IDN. • • • • • c RLOmOP,••
VERTICAL SECTION D-D ' • _'-'� ' '• ' '• ��'�ss� NAL���
-- _—_.-- ---"------ .a:OR AVICH EA OWT4.THE STH*�1 A b;.-SHALL OF A SIZE TO PROVIDE FULL SUPPORT TO THE W NDOW FRAME. '
4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER V043010 I OR MULLION IM APPLES TO NFIOIE SYSTEM A LYNN MLLM P.E.
P.Ei 66706
• • • • • • • • • •
4Tr �
'TYP.AMC AtORTYPE. 6%a, 2XWOODBUMTRIP
EMBEDMENT AND EDGEFJMBEOABN'f OR FRAMING,SEE INSTALLATION
DISTANCE PER SUBSTRATE, NOTE 2.THIS SHEET INSTALLATION
SEE TABLE 10.THIS SHEET ..._— TYPE d TYPE K
------ EDGEEDGE
INSTALLATION DISTANCE DANCEIW MAX EDGE DISTANCESHIM
2X WOOD BUCKSTRIP
TYPEI _
2X BUJCKSTRIP RUN HWED
OR FRAWANG SEE FRAMING.SEE b w"*914aidx
NOTE 2.THIS SHEET 2.THIS SHEET CO TS
Ift
f�2.r�
3 SH-* TYP.ANCHOR TYPE.ENBEDMENTAND piq
-- EDGE DISTANCE PER SUBSTRATE 1
♦ g WE TABLE 10.THIS SHEET
EMBEDMENT _
it 3 EMBEDMENT j
EXTERIOR USED AT CURVED
7 2B FRAME MEMBERS ONLY
811-7l8'O.C.MAX
11
EXTERIOR
WINDOW • 11 > a N
HEIGHT VISIBLE LIGHT WIDTH= 6 ?�
Ur MAX.SW � WINDOW SUCK WIDTH-2-W
WIDOW BUCK WN7TH
40� N rr d
LIGHT INSTALLATION HORIZONTAL SECTION E-E8 ? � d
TYPE L W{E� 6
BUCK Z0 wa
f16 STEEL
HEIGHT- SEV-DRLLING SMS
2" (04 SEE TABLE 10, O Z d Z p � o'
THIS SUET F LL
TABLE IQ 0
Andw subsyy Mkt EAp• MeL O.CL co
Dibwm
2-W x.113'Bc:Nd P.T.aKdhwn Pkis 00-4561I°'cs
' 2-U2•x.131•Commm Nd P.T. 66 Z Z
21 21/C x.1AlP Nd P.T. Ptn• -666 3AP !t 3 i
g ZX WOOD BUCK9TRw P.T. Pln• l% U2' jr O
OR FRAMING,SEE iN)x 1•SINN Sawf 0.0BY .B063-T61Nlllt 6/ltI' 8 Z pO's
NOTE 2.THIS BEET � ILII'A36 Sled shin Ir `� F- o0
6 �1/1•MAXSNM LSAUMMDEAPPROVED MULLION0.047 604Sbd WA Or.33 1 6/16' D Z
FP �cQ
(SEE SERATE NOA).ALUNMA9. •MIN.OF 3 THREADS BEYOND THE SUBSTRATE
STEEL FRAMING OR STEEL STUD. z d d
LL LL
SEE SUBSTRATE PPoOPERTES.
INSTALLATION TABLE 10.TtBB 04EET
TYK J •• 000 • • • • • •• �� LYNN i
• s • • • • • • •
EDGE DISTANCE • • •• • • • • • `��kph......-• (
M ION•MOVESs : 909 i•: •• ` JcERSF •;EP
*;
•• ••• •• • • •• *:• No_58705
EMBEOAENT TYP.ANCHOR TYPE.EMBEDMENT I.USE ONLY ANCHORS LISTED ON TINS BEET.FOLLOW ELIBEOMENT EDGE DISTANCE L AMM
AND EDGE DISTANCE PERrZ!'
SBSTRATE0.THIS BEET 2.WOOD BUCKS DEPICTS)ON THIS BEET AS'IX•,ARE SUCKS TOTAL TNCKfESS 18 LESS THAN 1.II1.1X WOOO BUCKS ARE
OFpIOPUt f UNIT CAN W Wr%%1 jD DIRECWY TO SOLID CONCRETE WOOD BUGGS OEIWTED AS WARE i-UT T IM OR GREATER.
.SEE TABLE I (�
VERTICAL SECTION F-F MSTM-L"TIP"TO Tf1S9l�TR of WOlip BACIQl TOM BY OTHERS OR AS APPROVED BY AUTHORITY HAVING :�p'.• 'TAE,
•mo�i i • i i i • •• i i ��tCS �t01,
�1��•
i i7'ATT�AHMENr 1b•IET-:*-TBWA.�SNALL aE A SUE TO FRONDS FlI1 L SUPPORT TO THE VMNDOW FRAME
i IF APPUCABLE LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOOA APPLIES TO WHOLE SYSTEM. A.LYMH WIER.P.-
PP.J wm
• • • • • • • • • •
• •• •• • • • •• ••
000 0 0 • ••• • •
xxwooDauacsrRlP ...
EDGE SEE
FRAMINM2.THIS L^.' •: :. INSTALLATION EMBEDMENT
EMBWMg-INSTALLATION TYPE_M� �uw•N : • : TYPE N
FOR THIS INSTALlAT10N ►MIME NO• ••• • -
AN HOD ONIV, ry EMBEDMENT SHM •NORE 7}tAN r O.G
ANCHORS MAY X NO IX WOOD MJI STRIP.SEE
• MORE THAN 8'O.C.
2X WOOD BUf7G871is+ NOTE 2.TII�SHEET
ORFRALWO.SFA • • • •• 000 •• lRpIX1C1'RElRW�
00 r oe•MhI.6`•M tM PNrid�
NOTE 2.T1�9t6M1EET• • • • • • • n
�1J4,MAX • ••• • • • • •• N. V
• .1M ANEFIOR T1YE,
Al`--�—. R
4 TYP.ANCHOR TYPE. SHIM -- 0 ABL111,
1 SHEEkET
EMBEDMENT AND EDGE �'..
DISTANCE PER SUBSTRATE, -
i t SEE TABLE 11,TMS SHEET s
USED AT CURVED EDGE
EXTERIOR 28 FTtA�E MEMBERS ONLY DWANCE ., EDGE
/`3 B 1 t-7A'D.C.MAX. � -
dsTAN(�
PER 11 -
WINDOW 4 1t CONC�TE1OW M
_ Y
PER ANCHOR
HEIGHT 1M MAX.SHIM - 1A91ME L1GHi WIDTH= 6 RECANT
WIDOW BUCK WIDTH-2-wr
WINDOW BUCK wDTH EXTERIORO^ n N
1ASME
GHT INSTALLATION TYPE p HORIZONTAL SECTION G-G
HEIGHT= FOR THIS INsrALLATioN b
wwoow
SCK ANCHORS
M Y. TABLE 11:
ANRE TH MAYBE NO Z0 ow
HEIGHT- •MORE THAN T O.G Andw slMa•4tb cletwoo WA Emb*&TAO Sp bwD.0p Il•i O _ Z
Z O tL
este- e• �z d z
SELF OFtL
tKI SMS SIM sn.rst•4110:38 somw AWSW iie` 3s. aoes• e v g 0)
(Gel,SEE TABLE 10. Bled Gr. neo. 3Nr Uv 1s Gs• s•
TMS 911EE7 P.T.Spomm PWA ww 1-E S 6
N2«et,8W Semw(Gs) A36 sMN�mh 3w o:aer• r Z O to
21 TYPEMBEDMENT AND EDGE ANCHOR TYPF_
PRIOR S" or.D 1MYL 316• o w s 0111: r ►- Z
DISTANCEPER sub LTTE. iNl'Oto Bs O.NPIot a35 tJW' tr ._ z
SEE TABU II.TMMAM14 ADE APPROVED MLLLION oonomm 2.eek r WN• tr 3 ,
6 r 1M MAX sHNA (SEE I YP aid Whom Conomb ts6 z-Vr 111W tr ,( z
_1L STEEL OR STEEL STW. TM 2-Wr 1-JW it w
_ SEE TE PROPERTIES, TM 2-Vr 122 Ir IL LL
T E 11.TNI3 SHEET ene•serl Uemeon � CM TM 2-tlr 1Jp' tr
INSTALLATION Ix WOOD ' ask 1 1-314• Ir iL
TYPE N •SEE NOTE 2.THE SLEET Mw.OF 3 THREADS BEYOND THE METAL SUBSTRATE
IYNy
INSTALLATION NOTES .`��` .. M/z
EMBEDMENT EN �F
4.r' 4 1.USE ONLY ANCHORS LISTED ON TMS SHEET.FOLLOW EbBEDMENTAND EDGE DIBTMICE 1 MTs
No.587US
2.WOOD BUCKS DEPICTED ON THIS SHEET AS`t X'.ARE DUCKS WHOSE TOTAL TIeQD�E99IS LESS THAN 1_11x.iX WOOD Buacs ARE
EDGE OPTIONAL IF(NtlT CAN BE wSTALUD ORECTIY To SOLID CONCRETE wooD BUCKS DEPICTED AS-W ANE 1-1lr THICK OR GREATER 7
DISTANCE
INSTALLATION To THE SUBSTRATE OF WOOD DUCKS To BE ENGINEERED BY OTHERS OR AS APF DRR
BY AlMY HAVING �p 7 I t j•;�(U
.A�MGTKK �Q�•, sTA
aFOR ATTACHMENT TO METAL THE 37RUCiLMAL MEMBER sllAll BE of A SIZE TO PROVIDE FLLL 9uPPORT TO THE MIlDOW FRAME
VERTICAL SECTION H-H
----------._----------..__ 4.IF APPLICABLE.LOWER DESM PRESSURE FROM EITHER VAWMOR MILUON NOA APPLES TO WHOLE SYSTEM
wLYNSlNU1lI�I,P.E
P.EJee70s
- I
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE 8,EQUAL LEG FRAMES FOR FIN f RAMES
'KOOLICr RFWWED
oo�lyieg vi1Y e-Fl ih
I kFRAME
DI CURVED MMAR/CLIRVED oradWs D 44J0���
ASSEMBLY FRAME ASSEMBLY _ ,
FRAME ASSEMBLY ABBE r •°�
I _
e t0 , 10ALL CORMERS TO j ALL CORFERS ToUSE GASKET 1USE GASKET i
ANOgti SEALANT AM"SEALANTEQUAL•LEG FRAME aU)FLANGE FRAMEEQUAL4EG FAKE INTHaOR , MITERED FRAME WITH MERIOR wEtns _._ AND EXTERIOR FRAME wELoe O W
FLANGE FRAME (SHOWN)OR CORNER KEYS A7 (SHOV"OR CORER KEYS AT OJ ii fg Z
OSCREW BOSSES.BEA AW ATALL OOR ERS SCREW 8038.3.SEALANT AT ALL CONFERS Z if3 U. J a
30 =W x a) LU S`
FZ m0 ...Lll C9 W a o
i O p
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aer Aar
TABLE tZ AT4' ABY A74' A62" A74' ABY
Msem
POT psIta O"wipum MaterlM tA7t7 T 1.37V 1378-i
1 42630 Rwlpsd Fmnw Akim 8063.75 i 0OP T
mw .430' JOo' 431r Qg O
2 4286 6Q+d 1•D fwaw Akan.8081T5 ""�' "M �Dw �"" O j _
34268 Ideral Fin Fmm• Akan.6063.75 RANGE FRAME EWA).-LEG F t tt Z
A7r o o
4 4256 71W Lama.Glass BawkV Akan.808376 O#42530,6053-T5 O #4285,8063-T �— � p �gg p34"
6 4254 LQ Obas Bsadkg Alun 806375 O FIN FRAME w O a
8a 4270 ilmaidallan Fasterm Caw Akan.608575 #4256.8063-T5 LL m
6b 4224 YstelaSan Feetwur Caw Rod PVC L� 1
10 70689C Gasket(at BO'caw joims) polyallryl•na 1 •• L � 4ir .cif tA3r (LYNN
tt TP217E Vinyl 81afb WeMhentdp FMII PVC,Own 85+J•1 •• • i ••• • • • A76' I
13 Dow BBB,GE 7700 Slicans or Equk �� • • • • • • • �_:'
20 71662K Selling Block,Mme 3116"x 7118'x C Neoprwm,Dwo.86 N- ••• •i ••• ��11•— = *: No.58705
21 71704AK Settkg Block,LQ 3/10'x 1.3137 x C Neoprww,Duo.85 a/-1 • •ti - '
ZI DURAK778 7/t8'DumSeal Spacer 7116'LAM1 I.G.GLASS INSTALLATIONp ? 113 "'r,
2B x 1 1/C FH SMS Slaillkes Stall 4
GLASS BEADING • Jr BEADING FASTENER COVER :�0'•. STA OF ki
Q j�?.806345 ••• #4254.8063 T5 O #4270.806376
30 7S1PDX x r Quad PH SMS St&Alsss Sled • • • • • • • • •
• • '��S%NAV-E �.
••• • A.LYNN My,.K PE
PFJ 61705
• • •
0:0
•• • •
• • • • • • • •••••
T }
MIAMI MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidodo.aov/per
PGT Industries
1070 Technology Drive,
North Venice,F1.34275
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 PERA-
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 atter 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 ievoke, modify-,or suspend the use of sun product or materiid within ffieir jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described,herein,and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. .GOO**
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion Is LlV •'
APPROVAL DOCUMENT:Drawing No. 6300JK titled"Impact-Resistant Al�imm Tube-Vi dhons","
sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed•by Anthony Lynn;••••
Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp witb-tha Notice af•Aeeeptanpp...
number and expiration date by the Miami-Dade County Product Control Section. **:..'
...... ....
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant '•••• ••":'
LABELING: Each unit shall bear a permanent label with the manufacturer's name,or laAo, city, stale, o 9 e e:.
model/series,and following statement: "Miami-Dade County Product Control Appttoved'? unlet/6f f&wise• •
noted herein. : •• :"":
RENEWAL of this NOA shall be considered after a renewal application has been filed and ther8 hasbeen
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#10-0819.05 and consists of this page l and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
Expiration� DOA No. i Date: May 26,26,2200110
• • 4
Approval Date: December 08,2041
Pagel
T
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 6300JR, titled"Impact-Resistant Aluminum Tube Mullions",sheets 1
through 22 of 22,prepared by manufacturer,dated 08/29/11, signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1. and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6443
(samples A-1 thru E-1), dated 02/28-11,and addendum letter dated 05/05/11, all
signed and sealed by Marlin D. Brinson,P. E. ....
(Submitted under previous NOA #10-0819.05) •••• •
C. CALCULATIONS •••••• " '
...... ......
1. Anchor verification calculations and structural analysis,compWn withf.l�P.2007'
and FBC-2010,prepared by manufacturer, dated 09/20/11, sibsd4nd se8led by ;;;;;•
Anthony Lynn Miller,P.E. •••••• •
D. QUALITY ASSURANCE ••••••
1. Miami-Dade Department of Permitting,Environment,and Regul9jery Affairs�PER�)•••:
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial
interest, dated June 06,2011, signed and sealed by Anthony Lynn Miller, P.E.
2. Proposal# 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by
Ishaq I. Chanda, Product Control Examiner.
G. OTHER
1. Notice of Acceptance No. 10-0819.05,issued to PGT Industries, for their PGT Series
Aluminum Clipped Mullion—L.M.I.,approved on 05/26/11 and ' 'ng on 05/26/16.
4
Nofi—uej Perez,P.E.
Product dQn061 Examiner
NOA No.11-0922.01
Expiration Date: May 26,2016
E 1 Approval Date: December 08,2011
-
a
SUITABLE FOR ALL LOCATIONS REOUIRWG
NONIMPACT OR LARGE AND SMALL GENERAL NOTES: E
MISSILE IMPACT•RESISTANTPRODUCTS r x
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE N AMMON ANY ANCHIORS REWIRED FOR THE R p .�
ice
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH TION IS UNIDUE AND SHOULD BE GENERAL NOTES....---__�._..t
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. 1X OR 2X WOOD BUCKS F USED. NBTTS"CTIONB"""'.__._.__._._+
FIGURE E MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY ELEVATpNK.........._...._.___...._t i
MULTIPLE F0P0W4G%MTH FOR VERTICAL WIL ARCHES TO BE MULL TO 2X,NOOD._......_.._...__y
MULLIONS MIILLTOIX&MASOf.tr_;__.__2 oY
/ SEE OETALS INSCRIBED INSIDE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORM NCEOF THE MULLED UNITS.MALLOWS INSTALLATION NOTES__.___._.2 d
A.o,GJt A HAVE BEEN TESTED AS"EE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATT TO THE MULLION CLIPS,BUT SFIALL MULL TO MASONRY____.a
SHULTB NOT HAVE A GAP OF MORE THAN IAT FROM THE CLIP. MAL TO Sym STUD..__—3 N
9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED To RESIST THE WILL To MULL..... 3 >f
TO THE REQUIRED ANagR 6PEC8..._..._..._—3
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT No MORE THAN LI1110. 1/J STRESS INCREASE WAS N07 USED ALTERNA7ATE CLIPB...____..»_.4 Z.
BAY MILL INSTALLATION_..__._-4 p
N THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE I VALUATION OF WOOD SCREWS. t X 2 x.126 MULL SPECS__._._._.5 -1
/ 1 X 2 X.375 MULL SPECS__....__8
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND BEYOND THE SCOPE OF THESE
1 X 276 X.376 ALJ.SPECS._..__7
SEE DETAILS / / III /i! INSTRUCTIONS. 1 X 2.76 x.68 MULL SPEl:B______8 -4 ..
ATHRU f% H III _ _ txa+26x.600MAl8PEC6._.__9LU 0
stEEra 2 9 L - 1��0 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION S TO DETERMINE PRESSURES AND t%4 X.t26 MILL SPECS----to
Ico
-1 X 4 X.316 MILL SPECS_.___..11 a m
I 1 I B+IEET$2d ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEEI 21.FOR MULTIPLE UNTTS,CONSIDER IJ'b X 3188 X 186 MLl SPF_CS...12
Vs I t I I OPENNG ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND TABLES.THE LOWEST DESIGN 2 X 4%.26 MULL SPECS_..„_...._.13
MUj
LL WEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 x 6 X.26 MULL SPECS___...._.+4Z W 3
FOR i.6 x 2.11 X.126 WILL SPECK....16
I.ENOTH HORIZONTAL 6)WHEN FINDING YOUR SIZE N THE MULLION TABLES,ALWAYS ROUND UP TO THE NET SIZE SHOWN ON THE TABLE(S). 3V X 326 BAY MULL SPECS._.r.18 RIU)SEE DUAL E. 46'X 3Tb ItAY MULL SPECS...._._17 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL LTE BEYOND WNL.DRESSING OR .WOOD BUCKS BY OTHERS,MUST �E&CUP DIMmIoNS�18-m
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS BE COATED OR CORROSION RESISTANT LOAD1p EXAMPIES.__.____.22AS APPROPRIATE FDR SUBSTRATE MATERIAL DISSIMLAR MATERIALS SHALL BE PRO CTED AS REQUIRED TO PREVENT REACTIONS.8)REFERENCE:TEST REPORTS:FTL-6443:ELCO IL.TRACOWAGGRE-GATOR NDAS: AMPA NOS FOR WOOD CONSTRUCTION;MUSTBE AOM-ALUMINUM DESIGN M NUAL LUBy PGT.C711REDBV Pcr. 9)MULL"$ANDCLIPSHAVEBEENDES'GMEDdTESTED TO COMPLY WITH THE RE OF THE FL ORDA BUI DNG CODE.AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ONLY TO BE USED WITH _PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. '.
HOR�iAI H2.9 10)MULLIONS ARE IN COMPLIANCE FOR USE N THE HVHZ
NULL
LENGTH
HHAL
MILL
INSTRUCTIONS,
LENGTH
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP FOR THE OPEP ING USING THE ASCE-7 STANDARD.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRAT PRODUCT$FRAME DEPTH.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTMIO OR'TRIANGUNARRRAPEZOIDAL•, i
4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFn FROM TABLES 1 i THROUGH 13A,ON SHEETS 6 THROUGH/7 PRODUCT REVISED '
WIN oPEtls,t WIDTH r---HORLZ WILL L.ENOTH—y RESPECTIVELY.USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR IGFR(DEPENDING F THE MULLION IS SPANNING a� Yme withdro Fk"
'1 LENGTH I" 1 '1— -- VERTICALLY OR HORIZONTALLY}THE MULLKNN CA Ily%BSWM OBTAINED MEET OR EXCEED THE DESIGN PRESSURE B �
`.W REQUIREMENT(LBu11••T'1 TOR THE OPFINBMa OBTAINED N STEP t} A p!,�, - 12_4
>r I� 6)FROM THE SAME TABLE USED N STEP 4)ABOVE,FIND THE VALUE IN THE COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS
OPENM ylpy FORVALUE REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY ANCHORS AND MUST BE MET TO ATTAIN THE FULL 4pa#
8rHEGtt LOOM r How. Y6GT. MULLION CAPACITY. „
r I • •
L �A�GTH •• LOLL .
8)fROM'ftE ANCHOFM.A} TApLE•ONtFE SME SHEET AND US YOIAT ACTU/1L SUBSTRATE CONDITION(MULTIPLE \ YNN M//ANCHORSUBSTRATEPATT�RNIaAAY LY)SELECT AN CLIP PATTERN AND VERIFY THAT THE REQUIREDY�SINGLE IQL.LION BANGLE MULLION OPE • ••• •• • • • •• J '••..k
J
"Fat VERTICALMLL 7)F THE FfLION CAPACITY(IBSIFTT)OBTAINED N THE TABLE IS HIGHER THE DESIGN PRESSURE REQUREMENT(LBSIFT'O _.* 58705 _
-4 CPO"W VT14 � FOR THE OPENING,YOU MAY USE THE'ANCHOR CAPACITY AOJUSTYBHT 'TO OBTAIN THE LOWER ANCHOR CAPACITY - 1�`
FOR VERTICAL MULL REWIRED.WITH THIS VALUE A LOWER ANCHOR C AP OPTION MAY CTED FOR THE SAME SUBSTRATE - :
'1 SEE CORRESPONOM DUALS MULTIPLE MULLIONS • ••• ACftY = Q „I I) ltf
FROM FIGtNE 1 ABOVE. 8)VERT g1E b•STGN PRSSSLIRER�L�Fop TwE FENESTRATION TO SE USED MID COMPARE WITH THE FNAL 3E' :'_�\
MILLI iHESTMT T FOB THEIMIIJ.M JYSTEM.THE L OF THE TWO SHALL APPLY FOR THE ENTRE '�i�O�'•.••OLDµ\O?:•'�C9
9)H IGHL iGwr OP74N uSWW TABLE VALUER ISD N I SPECIFIC APPLICAl ION WHEN USING THIS NCIA TO APPLY FOR A PERMIT. '//,SSIONA�
••• • A LYWUl R``
LLE13,P.E.
FL P.E.#58706
40•• • • • • ••• • • ''I
•
go 0
M
�-�
DETAIL A.
MORN
DETAIL B: ME11W '1�
WOOD FRAMING BUCK MULLION ATTACHED TO IX BIICIBTRP TYP.ANCHOR
(OFFSET CLIP SHOWN) WOOD BUCK AND MASONRY Aro PER SUBSTRATE. SY 77EEEE
(STANDARD CLIP SHOWN) ATTACHMENT SEE ME TABLES 1B Lae �
oTHEas,
I � SEP MOTE I,
6 1 I 1 C4 YY
SEE BHEETS
ERIE{i THE 1 i /S-2D FOR HOLES•OCTSFLACFPTNeADEMLLATAREMVDp UBBLEYL °' ° II a tIIIMN 27 KBI
dEDGE
LOCATIONS COMORE _
DISTANCE,
j
EDGE SEE SEE TABLES
DRITANE 1S-0B
d FOR �
..
TMIS SCRBYS ! I I ANCHORS W Q
v .W MAX FOR °a I - SIDE VIEW 00 (n t7
ALL MULLIONS d.: 7 Z m
• .^ C - - ° . EITHERTNE
STANDARD
° • �de OFFSET MILL Z L)g
<n EXTERIOR cL ALLEDMAY N BY
.A _ EDGE
- . wSTALLPD THIS
L L L
• d DISTANCE "" Z
FOR
C1 e ANCHOR" ?S Q Qf
ANCFIORB z CFS,
EXTERIOR •° ac
UU a
f Y
N
z
o. �o
TVP.ANCHOR TW.AIOIOR lL'
T W.ANCHOR /—P92 SUBSTRATE, FER SUBSTRATE,
EDO
SUBSTM8-I / TABLES N3d0B
SEE TABLES/8408
SIN TAKES 18-IM / ��IO
DISTANCE
EM9 T __. SEE TABLES
_ BUHRSTRP 161CBAND
v. ATTACMMNT EL6�L•j1T BY 0118318,
.- BY DOERS. ♦ SEE MOTE 1,
I SEE NOTE I. f SLEET I.
SHEET 1. - -
.• MN 2.7 KSI CONCRETE OR CMI
SIDE VIEW FRONT VIEW PRODUCT RUVLU D
m co pbill with IM Flnib
FRONT VIEW BCiMim Code
Acapaca� - A
NsrALunoN NOTES•
T)ANCHOR EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO.
• • ••• \1111111111 i
2)QUANTITY OF ANCHORS AND MULLION SRE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION •• ••. i • • • •
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE
• •• • • • • • \`� V ....... /(
, • _
CORRECT QW W71TY ARID LOCATION OF ANCHORS MUST 8E FOLLOWED,REFER TO THE TABLES ON THE* •• • • • • �•• :�� CENSE• '•.W
•
FOLLOWING SHEETS.FOR DETAILS AD,EITHER THE STANDARD OR INTERIOR 1:1.W MAY BE USED. • • • • ••• • • •• � �.: v '..
•• ••• •• *: No.
3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD58705.
4)WOOD SUCKS ARE OPTIONAL.SEE DETAIL C,SHEET 3.
OF
5)
IN
8)FOR MASONRY APPLICATIONS MIAMFDADE COUNTY,USE ONLY MIAM{-pLgpE COUNTYAppRpylb • • • • • sT
IT,
ELOO ULTRACOI OR ELOO IM S.S.AGGREGATOR MASONRY ANCHORS. • • • • • • • :�0 ' pLOR\Op• C�\
•• • • •• • • • ��AC`S, r1 ��
••i i• • • ••• • iii/�S'/ONAL. �:
A.LYIfISrIuI d&L ,P.E.
FL P.E.B 58705
• • • ••• • •
•.• • • • •
• •• •• • • • •• •
••• • • • ••• •
DETAIL C: DETAIL E:
taaM•t MULLION TO MULLION J
MUWON DIRECTLY ATTACHED TO F
INTERSECTION NOTE • RRMASONRY STRUCTURE (U CLIP) � w.(STANDARD CLIP SHOWN) 1)MAY BE WsrAl I Ff1 W REE'OR'+CROSS• �VAINTERSECTIONS.
I I 2)MAY BE INSTALLED HORV.ONTALLY o Cil
E— I PBt BUBS1 TE. L TYP.ANCHOR (SHOWN)OR VERTICALLY.
UE—� N
OFi9ET MULL I 1 SIE 7ABl.CB BREI - 3)SEE UCLF DRAWINGS.SHEETS 18.20 8
cAr
MAY DE 1 1
MBTAt1ID By d I i�� EDGE OWANCE TOP VIEW FOR CORRESPONDING MULLION. (n m .
THIS►ETHOD I I � - MASONRY
ANCHORS
I I I s J
I 1 •I
#12 STEEL SCREWS. �
\\ /-SBF-OR LLING OR PRE-CRLL
MULLJONAND USE SMS LU
EXTERIOR L>
4 . • KILLION Z m
EDGE DWTANCE • - • /1
FOR MASONRY -
ANCHORSZ.
C1LLL
r1
I + q N
TYP.ANGT/0R .a EXTERIOR ` Z� ,-
ER TUBS S W
SEE 1 4 4 F Q W TABLES to tae
Ty'.AmCHM SEES
T, HOLE LACATIONS
AND TABLES B108 AOL
360
ATTACHMENT
FRONT VIEW EDGE
EMBEOLlIR�• ear NOTE 1.
E TABLES H
EDGE w"S V Z Q O
••., •.. .,._ 1ZANCE
MIN vKSI CONCRETE V EW ►W2JIMCONCRETE ORou �m�
BSIDE VIEW ��m
SIDE VIEW DETAIL D:
ON ATTACHED TO
STEEL STUD
(ST CUP SHOWN)
INSTALLATION NOTES STwACTIAM
1)ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. TYP.
eCODE
TE.
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �r 18.10ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TOANCHOR DISTANCE,THESEE SHEETS PRODUCT REV1SM
CORRECTOUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOW®,REFER TO THE TABLES ON THE ISM' FOR ® n m ptyiq w!W 6e Flo"
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR NTEROR CLF MAY BE USED. � HOLE 8uildMag CodeLOCATIONS A�oe�3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEADORFLATHEAD ` By
4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C,SHEET5)FOR MASONRY APPLICATIONS IN MUMFDADE COUNTY,USE ONLY MIAMFDADE COUNTY APPROVEDELCO ULTRACON OR ELCO 1!4'S.S.AGGREGATOR MASONRY 00 .. DISTANCE
• • R STEEL THDIER THANSff TABLES � l •(•,EN• • GAAND WITH THE FL 8L111ANG 18.108,A 2%WOOD KACKEft MUST USED.
ATTACHMENTOY4
specs
* No.58705
EXTERIOR SIDE VIEW Of
• • • • • •• •1)♦OR 2X STEEL STUDS,WOOD S{ATE a
•• •• • • • •• • • VALUES YBE USED.
• FLpµ10H'••': �`
••• • • •
000
•• 1)SEE CORRESPON MG MULLION TABLES.
i S/J.1
SHEETS 617.FOR TRY OF SCREWS. a L, J Lt1LtER.P.E.
FL P."58705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DETAIL F: DETAIL G: DETAIL N: 11,24 FIELD MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MILLION INSTALLATION(F CLIP) (ANGLE CLIP) (ANGLE CLIP) oSHEETS 2 ANDS Svi
TOSS 2AHO3FOR ATES.INSTALLATION WOR4V
TTT BPECF1C 8lIBSIRATEL BAY MRL w >i
MILLION
b
O O O O
O O O O O O O
O O
SIDE VIEW TOP VIEW 2 ir
SHOWN WITH 7•xrx.l2Hr , TOP VIEW I i W V
./J i I I m U)
Z
i I I
EXTERIOR , , i H ; rrv.ANCHOR
pSUBSTRATE,
1 i ; SEE TABLES 12B OR 138 Z j •
STANDARD MILLION CIDP 1 TYP.ANCHOR
FED TO FIT FIELD 1 '
COMMON&, SEE TABLES 18.116 EXTERIORj LLJ
1 ? �
1 I , 2 PER INILLION tay.MUST E Q W
1 1 , &STALLEDROM OF BAY MILL Z
Go
1
5 . G
B,
II 2•xvx.12Y m Q Y
6L ANOLECLP• F co
1 i 2 PER MILLION END, L.) Z Q
MUST E INSTALLED
cb I 10IDE OF MILL. Z
I
1
I
TW.ANCHOR
P6L SUBSTRATE.
SEE TABLES III-no
INTOWDOD
INTO WOW,STEEL. STANIMROOLPTOE EXTERIOR STEEL.
WAIM
OR EXTERom
AlLly CLI OR NASOHRY MbiEp p•FIaD.
ExTERIM '
EDDE H -®� \' PRODuCr RmwD
® ® `� 8 midiog�1M ralda
MMIA OI ILL OR MASONRY A FNIIwe N• !
® ® 1 EooE O Dole .r.
DISTANCE BY
PER
EDGE
DISTANCE f --—•� 9 NORM: • LLL 1111!
PER ANCHOR • • • • •
• •• • O ••• • FOR INSTALLATION 68tt \��� .;.......
NOTES FOR INSTALLATXXY OPTIONS P. • • •
}f!%E 2 ANGLE CI.PSS MULLION END.CUPS MUST BE INSERTED INSDE OF MULLION. ••.�c
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.128'MILLION. 2)DETAIL G:SEE TABLES 118 FOR ANCHOR QUANTITIES AND SHEETS 18,20 FOR HOLE - * �'5$-,05 —
2)SEE TABLES 1&108 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS, • ••• • ••• LOCATIONS. OL LU Z
• • • • • • • DBIrAllH:SEE TABlE3 1 OR 19B fOR ANCHOR QUNdiITES AND SHEETS 18-20 FOR •'• 1 I '.4
3)THE 2Xb OLP E NOT SUITABLE FOR THIS APPUCATIOPI• • • • • • • H31C I r*MUT �1 g TE
•• • • • • • • • "1Y'� \
••• • • • ••• • �i�s ��
/ONAL
A. NYNW MlLLIER,P.E.
FL P.E.#58M
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 1A
IA17Won TabN Lg����
Mm so In
A W1dI,(Uor w"°'tic�1 ry�p"ei°rs)w 01wMnY 118JI0 (IartndamNtjCspaminp naalio,r) �'•3�<
In Itan 77eman r6om � �
A T., T..... n.rar Twpnm„a >
T41p1•rq. . T�+aroa ..d.•1a. r47pa1.10 wma+. 1MyYfa. Ts0714•R nwrr.c 6
bum,TW6 1 V 1�V Lp9�9 1a•ip L�10 180ip Lstbp LeOMIp Lae•1• 1ptllp �0 V••,Y lertlp �V L4••u9 I .110 Lpe•r• �Y
11 fill! 1 11 lie
T11, 11i
i, III-111, 11i I Ili lIl Til, 111 T11, 10 III III,,,H11i if 11 if 11 IR 1111111 -,1111-1 11 If If If
Z
o'
47 a 1„� 4M 170.11 1132 961 ae 118.5 1126 7110 409 107.8 1121 00.0 4M 104.11 6» 821 1106 101.0 aro 115,0 406 Selo Me 46.6 4M W1.0 $1!r�j
101.0 310 35,0 4M 7010 ate
48m 7�0 112 8a6 tae 0111 alt 711.4 232 M.6 1112 e7D 216 11116 1112 1112 7111 41A 342 $1.3 244 VA 312 01.0 244 31.2 312 01.0 214 312 01.0 214 234 312 61.4 2"
60.02sm e3e 261 Tae 2111 1131 201 61.6 7118 4110 7e/ 65,7 224 7116 761 621 772 31111 261 aa1 220 111.6 2111 41111 20 7116 7n 11119 219 267 49111 210 70.0 201 40.11 219 W
64m M.6 2n 67.6 7Dr 43.0 247 4110 '700 37.6 2C 44.8 199 ate 20 41.5 146 7112 247 7114 764 2113 217 70.4 1M 21.9 217 3LI /M 0 21T 961 tM W.4 247 3111 193 m p
s eom 3114 760 111 t7o 320 700 x5,4 100 27.4 260 31.11 163 210 200 2110 100 213 2110 27.1 tae 1112 700 7119 167 1110 700 Zap 166 m
Mm 8111 164 36.11 1M 17.0 M3113 /W 227 101 230 14 21X7 101 71.5 146 10,4 181 716 1" ae 161 21.T t4a ~
Mm 211,6 106 Sae 142 210 165 2111 430 tae 166 7111 138 tap tM 21.0 ,111 Z
nn 212 130 11.3 170 ,116 130 1110 Ste 1&0 139 17.6 tie Z a
Tem /8e 176 1917 We 15,7 176 1116 107
Tem 17.6 tie /112 104
N
0 L
TABLE 16Q 5Z a
Anchor T7W1•(11m) ANCHOR CAPACITY ADJUSTMENT PORE ULA.• F o0
In s
8 27k Cao111 a.0►C4m Puk. F.tl CIU PTWMd 3111. (DF:)X/ANC�'IDR(/1P.,,�„�,`-ANCHOR CAP.�, � gab 60
A�1 GP P7106r1r A•M. rir E110 ti.o.l w Bao tAxO® 31St°0e 3J1r ao 4.nes, w 0001As4o:, w Be as INr 40p w 88 ao •a 31«1 /12 H2 ebrl `MULLION CAP.,�,_,J U) _
X0°6 A0•�43111r 1 11 App.Oror 8w 888 8C,9• 8a•r tt� USE THIS FORMULA TO OBTAIN THEANCHOR N Y
rag.Owr,a r 7 yr r 2.1? a IAr r atrr r 2•vr r 3•w z OA a a32C CAPACITY REOLAREDr CORRESPONDING TO AN F
Er61.11eM en I-w +ar< oro 1.7.' r t-w aw S-1N� 1-w 1•w For ? wr ,sqp ACTUAL PRESSINtE REOUIiHAENT FOR THE X
2An0lss"Ar A 181amd W 011"
1141 ft 70008 I-A
08 aMr 990 t6Mr inr 1Mb 36408 Tabs 4M•1 964r IU2d 326b ago M6r OPENING,WHEN IT IS LOWER THAN INE MULLION a
4 Ano6m
4"
l.0 le11 o a 7 81e9•ed Nor Or.LaP and ob Nal wA IIA WA 3Mr Na NIA WA WA 1.6 692 r 610 117008 CAPACITY(FROM THE TABLE)OF THE SELECTED O b
aA,kAoo Or WA 0.C./N�706 A,delJbr 11r/e. 7Mr •1 MOB worm 1696r saes 0604 NU1 700r psr Mer 2864b 6904 610 Suer MULLION•RWILL YELDAANNNKNIIANOHOR
2 A,waws A a4r Ir as 7 Utla 6m 1W'Art Flo.41, WA WA t8A IIA WA WA FIA 18A1A7 W d CAPACITY WHICH MAY BE USED TOOUALIFYAaeC 1 r-pip 199 r r 2M d 446 r ap7 b tMr 140 d 1n d 37008 ta4 r m r sM r 1M d Jlo 20 a. MDRIONAL ANCHOR OPTIONS FROM THE
2 Alsfl.s S.tr ai5,acrFAy tab iMb 1W WA taA WA ,god 06A N01 WA 16A 19A 3284 42p MOd ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLI.
FIGURE 1: FIGURE 2:
TABLE NOTES:
• • • • pRODUCI'REVLffiD
0 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR TION ON COMING- P ODUCTw4lyid WilkLM the PNddll
SEE SHEETS 2-11 FOR GENERAL INSTALLATION METHODS. t.000' UAcceplrtx�rNp l- /
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDUOR OPENING WIDTHS E ABLE. r
FIGURE 3: ( �
S)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONI i.SEE SHEETS 18.20. Il9doct
• • • ALL MLk M CLIPS FO 6GTO#Y NACHWD AND GONTA06UNUSED HOLES. MAY BE DRILLED IN2.0W `11 L 1 I I I
THE FEND SHOWN ONISHEM im.
ANGLE CLIP MUST BE USED IN PARS. • • •• • • • • • ``� y`NN k
128' .
4 SUBSTRATES:CONCRETElH/1LLCOAFOA6M 1 ICATIONS.HOLLOW GROUT-FILLED `�` p?.\C�SE.... �
FIGURE 4 FIGIURE& FIGURE 8: CONTE WS Q� �M T 8 1 C••1 000 SFIALL BE -TPEATED
YELLOW WITH AN 0.66.ALUMINUM SHALL BE SOB343 MD BE J MINIMUM OF.126'THIM .....'k�_
• I' I f [�I LEAST STEEL STUDS TO BE A L ANCHORS
GRADE 93 AIA.SHA THICK(18 GAUGE}S STEEL TO BE AT 1'X T X./2V MULLION is: Np,58705
• III L1L_LII IrL_• ._"111 • J LEAST TER THICI(AND A38.ALL ANCHORS WTO METAL SHALL EXTEND AT LEAST 3 THREADS BEYOND -THE MATERIAL
• O'•, Q 11 30111 w=
• • • • • • • • OF ;•��/�
S/ONA-
A.L'YII1111LLER,P.E.
FL P.E.#68706
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 2A
MIII/Da Ca T6bN � �
MN OPe�WLOQ(for t•wcNysp,wyllDmubom)•rOp•wN9H•IpY7(t0rlp�w WenalnBM-0m) ce
Ma 761 ay 90 in >aor ����
Woh•pe9r T+Iprfe•1• RICW1p14 T-Prki-3 T 170n 140n >p~ Yt
1 ea x Xs be lo.•9y Lo9•q Lo96q labp L••bY in.ap ra•/fi..0 i1.0Me8W9r T■•nw w a.wnar Twrrn.v. 17Rrta� amp6a T.ptwAt TilliTililliTililliTI'll'i
eLow" LI.dn1 Labq Labe �y¢•ta.bg L••bY L-Mv ta.de L_*Q � uwxbv
III ^ 8 � T1111
� �^ R � �^ - EY� o• � � y° �� I N
a
m
42n 170.D 620 170.0 A6 151.3 952 tmo 4 e 178.7 eat 1716 6M 1115 eat 1115 sia 100.9 662 1692 617 90.4 SO2 150.9 617 75.7 9M /M! 617 .0 062 1M.9 617 M.7 562 180.9 617 z
481n 121.6 607 U0.0Tff0t.4 y00 1103 410 NA SW 100.7 4
0 MO 607 102.6 399 672 6W we 1p 9D2 607 M.D US 60.7 SOF 90.0 305 / 6W 90.0 195 ]0.0 6W 90.0 116 J
60.e26n 1017 164 71we IS9 90.9 171 71.1 456 S0.S MI 61.e 4M 66.6 9B0 67.6 461 11.7 167 81.1 4M 10.0 365 IJ.2 4e8 10.0 SS6 .0 466 60.0 366 321 166 00.0 366
61 n MA 400 119 100 60.0 376 61.0 400 727 122 61.1 IOD p.i 716 q.6 100 M0 316 127 MO 52.9 911 16.6 100 6/A iU 6 100 NA J79 70.7 400 s/.t 7U Oan ais 970 e10 131 676 270 M,6 126 H3 76I 719 331 410 2Lo Sw6 143.9 2a 31.1 371 420 266 260 976 40.6 2M 171 40.5 253 19.5 3210..6 213mn 1516 231 pA 4i1 193 216 90.1 2W q.9 311 732 2M ]0.6 277 YB.9 291 17.1 231 286 v1 au 2s 711 781 7J.6 710 291 11.1 730 10.5 791 911 2M
p p~ �e X0.0 7p I21 726 i3A 258 J7.i 721 4a2 ON 34.1 211 2LO 2M 312 216 211 2M 23.0 212 19.6 751 7/.0 210 7 769 27.7 2W N.6 7p 77.7 709
i 7215 85.0 771 37.9 1M 8Q0 2715 Sq.2 191 M7 7226 20.1 tM US 776 738 7M 2a0 716 23,6 "2 10.0 226 22.1 1M 1&0 226 2DA 177 0 225 192 176 11.3 226 Me 170
7•V 70.4 OL
202 320 177 75.6 2Ct 27.2 173 21.9 702 219 170 10.7 202 21.6 fp 17.0 202 10.7 1M riJ 1.4 163 122 292 10.7 160 202 10.9 tel 44 702 rit IM
7061 20.3 190 20.5 766 716 192 215.1 166 20.2 102 710 182 17.7 192 19,7tTr
U.1 157 14.7 156 11.4 192 163 let 1 192 H.1 to fl9 /p tat la
Q LQ
ab 182 1M ri0 116 teA 7H 16,1 171 F
M M 163 1T7 WA 113 5 Q a
TABLE 2B Q z
Anchor C T•bN(Ihs) ANCHOR CAPACITY ADJUSTMENT FORMULA; 10M
2 A6t Ca.n C6SI7 Fl9.a C61UC'M'�•••
67114 (OP-)X C ):ANCHOR G1P..,. LU'X N Y
MULLION CAP.,,,•
Ander C1p Pablm AOrty Y1S 930010rea W Elco 13h1oa U6e.ca 2MS'FJa l4Y.ra1 Ur Boo Ulraa W d3a 6110'Ba ur 80.E3w 1M 111• 112 117 8Ne1 F L
App9c9ro Uveom A0p.0aa /a1•(eq/w• 1a9•M+6I USE THIS FORMULA TO OBTAIN THE ANCHOR x Q
Ed9.OMrs4 i.k r &1rz r 2-t7r 0.w r 2•vz r ave z z •4r E-aw CAPACITY REQUIRED'CORRESPONDING TO AN d z t�
Eo9.op 1 Vr s0 IAN' +w z /W 1•W 1-W FW 0.W 1 W z I-W 0 ._WB ACTS PRESSURE REOt 1T FOR THE
2Andww ol791fit QC/81aNega O/SILC� 70015 MO 4M- MISS /6Nb 270be 2004 3646 I' 4Md 9946 111215 a26d 420 SOO OPENING.WHEN RIS LOWER THAN THE MLll10N
4 Aneenl O m II n �r.I M 2 Aces C M 400 man tad MA 80 MA 19A Sad wA a01 MA NA MA 662- 440 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED �
I Aao6 v' MLdO.C.FpI2a6oIJ Ahm R0. 7M- 7304 9Mb 11WA /MA SWA Gab NA 7M- SM6 4M- 77Mb 462b NO 112D- MULLION.IT WILL YIELD A MNI IUM ANCHOR
2 Alam O o.4r 01n o c.r Uaq,66o VC Are.P71 WA MA MA MA aBl Hw MA NA
1 AaGnrr MA MA MA NA MA sts d CAPACITY WHICH MAY BE USED TO QUALIFY
F•C7p F1• 1M- tM b 72e d 416 d 1226s 136 b 110 6 1776 77Dd 2344w 117 b MI bs tad 210 290- ADDITIONAL ANCHOR OPTIONS FROM THE
2 Aallo• 1.iS 70n 0.C/FCIP 310- 35015 MA 7M MA MA /a4 I9A IYA IYA MA NA 3704 470 sad ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGUREZ:
• TABLE NOTES: PRODUCT FWVISFBF-
_malpjyjptyL•4 waa the Plotlda
Hwwwa Code
Q O • • 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR NF TION ON LOADING. Acctp a No - r
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000• r Dna
FIGURE 3: 2)LINEAR INTERPOLATION BET WEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALL ABLE, By p/oile7
3)MULLION AND CL" V j E JAj7 •q:•„=LE,eV EXACT DIMENSIONS, SHEETS 18-20. 11 t i 11 I U r
ALL MULLION CLIPSM�BE FACtR WGH11EQ NfbCONT14N UNUSED HOLES.HOLE MAY BE DRILLED IN 2.00(' `` N�`..., A1/[ �'��
THE FIELD FOLL a1MENSdOM SHOWN ON*FM 90-M \� 0 �
ANGLE C • • • • • • • • • ti'r •'ICF-NSF CLIP MUST BE USED N PARS. 4)SUBSTRATES:CONCRETE'F !COLIFORM 115 ACPJ0ISPE•CT�ICATIONS.HOLLOW GROUT-FILLED .375'
T *%
FIGURE 4: FIGURE 5: FTGURE CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•0D.WOOD SHALL L BE PIE -TREATED 1 *: N0.58705
g
IT�RE It YELLOW SOUTHERN PINE WITH AN SG OF 0.58.ALUMINUM SHALL BE 6063-Tb AND BE A NIMUM OF.125
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK 18 GAUGE}S STEL TDE AT T X T X.J71i A9liLLION -
• LEAST.126'THICK AND A3SNML AUDI=NTt7LETAL SFj/Il•DC AT LEAST 3 W THREADSB BEYOND
MATERIAL
THE MATERIAL
• • • • • •
• • • • • • • • SPO•,• STA OF ,���/� i
••• • • • ••• • is C�,�
S/ONAX-�c
A. R,P.E.
FL P.E.0 85708
TABLE 3A
Iluli•n CaWA,TaEM
Opening WtlIII(W verYreY}apaM V m7Qi-)or Open%.No1w(for -m moors) E
xir ah 0.r 5
1:2.16• TcWf5.■4 114errpWr T.WTd- 116r4rp49r 777pRArr/. TayMrts r 1110 r ytn.6a 20T•9lldns tar tar � �
.375 Abaft 1oift Lawq t,er•• 1a649r/ Ln g" t04i• taWYq la.atns L" IOwY �aw0 "Oo"s Lou" lawn (.wa1O La"m Lam• t.aft d
oY J
T1111T1111T,1�0T,1�0lil, M lilI V10 f 1 if 11 1 1 l T11, 111 if if if 111 n .
4zr rra6 110.0 770.0t431171LO/rao 7u nolo m 770.0 e% nrao 6% 1rao %¢ 7760 601 IMC 1116 17110 521 7rao 12% t7o.0 621 1497 1301 17ao 6111 .5 1301 170.0 621 111.6 1301 170.0 M O
4e r 17" 70. 770.01ra0 6% 176.0 601 1ra0 992 170.0 SM tra0 110.3 170.0 eet 161.6 1136 1ra0 677 10.9 I/Js 1ra0 am Ills 1139 170.0 e% .0 1199 170.0 Geo K4 1796 1711A 0% J
xieffir irao 7n 1rao170.0 e% 170.0 eat /e7.8 1067 t70A se/ 140.6 t%r 1790 723 1116 1072 17no 7n tn.4 100.2 n110 7sa n, I= trao 7% 9 IM 170.0 756 70.4 tm2 17110 766
64 r 170.0 M 170,011A 907 7796 691 lea 907 704.7 7" 120.6 907 1626 720 107.6 907 146.0 714 96.5 907 141.1 710 60.6 907 140.0 707 1 907 111.0 709 60.6 907 140.0 709 LU
so in 141.1 7116 167.6117.9 736 770.9 611 100.9 7% 111.0 699 %2 776 1012 ss6 70.4 775 90.6 543 796 735 %.1 67e Ke 736 01.5 674 4 736 91.6 674 Kt 736 9/A 671 m
wr 127.6 a% AnoMA 0.91 t17.s cq 01.0 e% 90.9 647 783 bee 9111 636 01.7 9% K9 697 90.9 eas 7s.9 829 60.6 ees 70.6 6z1 5 a% 76s 5111 391 e59 70.6 Sat � tq
%h 10[0 907 1124K9 007 96.1 611 76.7 007 990 501 56.2 607 77.1 4% K9 e07 71.5 4% 63.0 %7 67A 461 44.2 607 06.4 476 .9 607 027 N4 39.1 007 027 m (�
72 r610 %.6KO 610 73.0 N4 60.3 W Ola 420 61.6 6l 67.0 419 46A 610 63.3 4l 0.e 610 30.D 400 XO St0 40.9 0.2 6% K4 iss %b 670 N.7 1199 Z 0_� y
7-
sin !!- 4% 72A67.6 466 61-7 392 496 460. 64.1 3% 464 466 40.9 370 MS 4% M.6 379 34.7 40 41-4 3K 20.9 46e 97.7 392 .6 46a 30.0 360 21.7 466 76.7 as. g N 1G}j
ler K2 476 0..oK6 tl6 690 s7a 45A 40.6 N.0 Ise at 430. K7 30 367 4% 40.9 3% =1 M 39.1 961 296 435 X4 0.w 0 4% 72.9 691 2111 4% 722 s0. Q g
%h 4u m 43.1 X6 m 3601 2% 29.9 777 st.e ]10 7s.1 727 20.3 276 23.2 m 25.7 771 269 m 20..7 les 17.4 m 21.6 7m 9 m wA 260. ¢ 01
%r X4 767 36.4 20.7 267 0..9 251 240 267 29.0 M 21.1 267 23.1 2M4 tat 2h 20.9 270 173 M lA z37 14.4 267 %9 232 n Z �
l0e r 1142 727 X7 262 227 MOA Z01 77.3 227 160 /% Ml Ito 1% X go
tae 215 19.1 791 169 216 14.6 ttl N �
TABLE 38 U X Q 3
A/whor Tubb�) ANCHOR CAPACITY ADJUSTMENT FORMULA a Z N
BiYiw'' 271 0..s talc 74Wwr . Fs96 calu P7 101 (Dp_)x/ANCFfOR GP.,,�-):ANCHOR CAP.-
A�� PaY9rrr An! al 3nr HootSYro w Ooh fa9969n °° arW 510.0 talmoan w Boo ue.ml w ss tarn N1C cro w Ss EIo6 6%t9r s72 61601 \Ylril.lON CAP.,�,�,J
A9feffra unoa A%•Q4b a-MR eae• aanfm USE THIS FORMULA TO OBTAIN THE ANCHOR
Eap6 ortstce 607. r 2-trr r ?vr 3•t1e• r 2•/Ir r 2.1? r MW r 0.4r 0.64• as2r CAPACITY REQUIEO•CORRESPONDING TO AN
eaom...t taw taro- t 9rr t w r t.w Vw 1-01 101 7 01 101 r tae tale pr nau q ACTUAL PRESSURE REOU�EfR FOR THE
zAwcs Q4.76'f•9 cr87msa Olga, 3o0b 39ob 4%b 9%•. ta4b 2r6 m. 2%M■ 369a 740b 4%r @84 lie TU-206 371 u0. %oI96 OPENING,WHEN IT IS LOWER TWW THE MULLION
4 As9a4 C 1.M'fan.o.c.1 arra 1 0M t:MY gt• 4N M 760 601 1•A WA 6u MA %9 b WA WA 1191 /•A HYA aez so as ttm b CAPACITY(FROM THE TABLE)OF THE SELECTED
4A6rJm fTYh 0.1.1¢I2Y A9y9 f7plgts 7%b 7aob MDl9 16%b "ME. sab see b. WA 7"No %6b •%Ir 2JM6■ 5%b 0.40 1720h �LIO61•IT W0.I YIELD A MN Mf ANCHOR
2 Aad m 0 0AC IIr.0.G 7 LLtlP,M96 7N•AY9 816.1 WA WA WA r•A WA WA WA WA fYA WA WA WA IeA WA 7M b CAPACITY WHK:ti MAY BE USED TO QUALIFY
1 M1tlgr/P-pp g0. 1%b 1%b 276 b 446 b R[b 136 b /N b 177 b 970.6 20.{b 3320. 691 b 103 I 270 200 b ADDITIONAL ANCHOR OPTIONS FROM THE
2AncMs 1./71hO.CJFfip 1 207109 360N WA 16A WA WA 1%b WA WA WA WA WA 56b 4rD a%b ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THIS SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON I MEET 21. PRODUCT REWSED
01 c7PI7img with the Flmlda
B6fWing Cotte
FIGURE 1: NO
FIGURE 2: Aemptomm�LMML0116
. • • TABLE NOTES:
1.00(• '-- B7 NaAsl
O O 1)SEE sHiffT 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FORWO TION ON LOADING.
SHEETS 2.4 FC%QEN6Pd%M&TAIiATgN MElNOB6. ••
/11111171
FIGURE 3: 2)LIHEAR INTF TION Bg oM 0 A•ULSLEjGTk44D �OPENING WIDTHS IS ABLE. `�`'pitlV LYNN 1
3j MULLION AND���"y� Gy*S&A A&S&T iO"FOR D(ACT D61E SEE SHEETS 18-M 2.75(' � �.•'vGEN3F�'•�F9 ��
ALL MULLbN QIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. MAY BE DRILLED IN �:' •.••k
THE FIELD FOLLOWING DNENSIONS SHOWN ON SHEETS 18.20. * No.58705
ANGLE CLIP MUST BE USED IN PAILS. -
4)SUBSTRATES: SHALL 93NFW JO ACI 30j SPECIQC.ATIONS.HOLLOW GROUT-FILLED � IMI
*
FIGURE 4: FIGURE S: FIGURE 6: CONCRETE SL )SKILL GONFQRM TO ASTM 9409 WOW SHALL BE -TREATED
YELAW S.
FIGURE
WITH AN6C�F 0.56.ALUM&*M SHPIL BE 0089-T3 AHD BE 61INIRNd 0.F.126• '� "
O
LL
TKNCK STEEL sTM6 ToeE A■INMRMfGRA�l�1y 39 A6' 18 GAUGE} STEEL TO BE AT '�0 LEAST.125'THICK AMD AGE ALL Att*I&;M* a METM;!>�f L AT LEAST 3 TH READS BEYOND r x 2.75'x.376'MULLION •,� tS••..
�J THE MATERIAL*
o• • • ,
,S�ONAL E.•:
A Lll IJhiER,P.E.
FL P.E.#56705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 4A
Murbn G T6bN
boa 400 n OPH1hm Wldfth(Tor v-wkay-•yaln ax-m)or Op•amo hftIN(br hDAaonMd 6rvYrg mlMfors) �,#�#
T6a Son 601. 1w In 1201. 1401. tae tl
512753 # iJR/fMp BK1uiJa T-WT-Q. F-mw w Tmwft Y. taGnY da lYpeHrORacw0dw T•MTdai• Rslr06• T•9J8W14 pWp6r 700/!4689 'r-omwo AW-101- T•p*m-w lid
An Aum 1ai°"e 51o6•rq wdgl Lad6e La-am UWV LOOMIS Laft Lc.io L06.1p I-" L86da9 u""m t•6ane IAtlnB la.dn6 WOOD
a 1 _ $ ll 111 _ g 0. C4
as /Ino 6m trao 406 1R9 Tat trao 4Ta 1rao eee 176A 608 t7a0 9040 IM0 619 1ra0 11» irao 621 1R0 1240 IMO Sat 1rao 14M trao MI 7 tem IM0 521 190.6 lam 1Ro 02t
ba 1ra0 7M 1R0 ',�1 1R0 860 1R0 684 /ra0 892 170A 60 1700 1119 !70.0 651 SRO 1295 TMD WT fla0 W7 1700 DSD 141.7 1417 170.0 600 121 1417 1R0 680 10.8 U77 7R0 MO
60.82661 170.0 747 1ra0 68S 1R0 eM 170.0 Mt 1ra0 1016 1700 a« tR0 1195 1ra0 729 1626 12M 1700 747 140.3 1288 T7Q0 766 121.9 1&6 1R0 769 104 5 12M IM0 759 51.4 t2M 7700 758
5/1. 7R0 7W 1ra0 512 1R0 966 1ra0 eot 170.0 1116 1R0 761 1607 7t10 ira0 8m 1519 170 1700 W 110,5 510 770.0 eM 1006 1170 tR0 4051 0 1110 170.0 a51 719 1170 1R0 eH m
601. Me 615 1ra9 751 1%5 915 1629 751 125.6 516 "CS 746 100.9 515 M2 716 W.6 HS 179.9 7m W.8 815 itaa 720 7402 515 114.4 716 82 516 N4.4 716 61.6 HS 114A Tm �- m
M a 151.9 690 787.8 710 125.6 670 0&6 ON U&S MO 126.2 651 01.9 830 1122 670 81.4 890 101.6 602 754 00 W4 00 813 MO SLS 640 44. Ho 51.1 so 47.4 Mo M.1 519
Ma 1121 7W 140.0 eM 110.0 767 110.0 998 9*s 7W to50 811 025 Thr 851 514 714 7W M.1 eM !0 757 OL2 ODD 5400 767 70.0 SM 47 7W 7L2 651 4" 767 R2 Mt Z
721. 151.7 516 106.9 563 9409 OM 51.0 640 727 698 0/ 670 sib M6 722 587 665 e3e 0.6 614 50.0 856 623 eM QA Me W.2 MD 36. 619 56.1 4W Sit 8M 5402 407 �
3 781. 80.5 S71 90.4 4M 721 671 RB 4M 1 W.4 479 blt 571 600 pt %0 W7 55.5 481 41I 971 51.6 4M ]0.e 671 Q.0 461 70. W1 M.e M7 ZIA b7/ 4l6 MO
i 78 a M.0 612 q.4 474 06.7 Sq 70.0 4M 67.7 662 621 468 500 Sf2 56.7 440 K4 612 91.0 144241LOr:50 41.6 A7 3" 582 42.6 4m 2L 562 40.6 406 2S0 842 401 03Ma 521 4W M.T Mt 4404 4W 46A 366 W2 4W M6 810 126 4W JSS 3q 269 4W32.1 20.6 04 21.7 4W 26.1 387 1& 400 xt 322 16.3 4W 210 319 Q W Z
Ma 428 10 44 1 310 36A 768 371 314 307 0.M 821 4008 268 35S 28.6 Set 210 3M 2401 24.8 205 179 3M 21.0 20 to10840 10.1 20 10.6 266 26.1 20 26.9 751 i1.5 2M 726 2W 1M20S tat 214 1407 2b ta0 16.6 2WX1111. 27.6 2V 2403 20 211 287 25.6 278 10.8287 2DA 20 t7S 207 163 >sl 164 2987 W$ N N
1201. 220 228 22.1 209 10-3 729 1e.8 206 1a7 270 162 287 F- X
TABLE 48 AIrJ1or O+�PK4 Tmbb Pw) ANCHOR CAPACITY AD,JUSTUM FORMULA: <
271 C161aa6 SY cmu FBWCUtJ P7 wand 61ad (OP)X ANCHOR('JIP..�,.,,�.ANCHIOR CAP.
�° W 8S 1WW 680 IJP ss idm mow 612 512 68.61 1
A11d40rclp PasB•Q AO1 y�b0101aco w e°°u'°°' L1t6a6w ]Itr�,,,•,�^ w El6o U4ro f Mm AM.cas S0. M 00- Sa-pq USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge D"m r 110'! r avr s.w r 2•v7 r 2•ur : 3.w r 0.40' o.br x316- CAPACITY REQURED'CORRESPONDING TO AN
E•164se.4 1i4' taw• tw 7.YP r 1-w 1-w 1-w 7-w t-w 1-w 7 1.87 14040' nm ACTUAL PRESSURE REQUIREMENT FOR THE
i AseOa Ol7C Ilh / 400'09661 1710 309 3M b t0 b 8MM tM/b b 2060 164 So 7401.6 40 b 604 b 11C b 1m b 4m b6 670 d OPENING.WHEN IT IE LOWER THAN THE MULLION
4 A0o6w6 O 1.10'616.o.C.J 8101d0d M OS761)d4 f1C 40 b 70b WA WA WA IIIA 10 b WA WA WA WA WA 962 b nm b CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AOrmeYr6101 Q.C.J Wik6 Aey6 L176/fi0 709 709 MO9 1604 1809 bat. am VA WA 709 809 8609 21619 6629 11209 MULLION.IT WILL YIELD A MINIMUM ANCHOR
i ASBa6.0.4P 61h O.C,r tWp.WO K Aka. WA WA WA WA WA WA WA WA WA WA WA WA fIA 718 b CAPACITY WHICH MAY BE USED TO QUALIFY
1Asha/Fpp 1669 166106 2259 4469 9719 87660 1409 1779 3"11A 2364 3329 65160 1639 21060 209 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ae0a6 1.16'Yh O.CJFpp OJ 2409 309 WA WA WA 18A wob WA WA IYA WA WA 1269 4209 809 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIPAR
. CIRCLED VALUES E USED N THE EXAMPLE ON EET 21. PRODUCT REVISED
b cou0yi09 wile the 170rhy.
BeiM®g 0000
FIGURE 1: FIGURE 2 TABLE NOTES: a
• • • -1 1.00(r
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR WFORIMA ON ON LOADING.
O O • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B7
•• 000 • • • • ,•� •• 1111511111 JT
FIGURE 3• 2)LINEAR INTERPOLAIVN BEIWEIN C�•LEIgGT� 4113Jl Ft 4-ENING WIDTHS B ABLE. \
• • 3)MULLION AND MULLWA PS t3 • • • ••• •
�• AtIE NOT i0 SCALE.FOR SXACT DSENSIONS,S EE SHEETS 18-20. 275(' � '� -•�1GF.NSF''•FAQ
• • ALL MULLION CLIP$MAYBE FACTORY MAGHD JPAND tONTAIX SNUSED HOLES. OLES BE DRILLED IN' '•.
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. *: No.58705
ANGLE CLIP MUST BE USED N PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 901 SPECIFICATIONS.HOLLOW AM GROUT-FLIED - > �
CONCRETE BLOO(UVIT(CRY)&HALL OCNFORM"ASTM 0410.WOOS SHALL BEPRIESSI.RE-TREATM - tj-11
) ��FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHER61 P111E WITH AN SG YF W66.ALUMINUM SHALL BE BOS&T5 AHD BE A M MMUM OF.12V
•
THICK STEEL STUBS TO BE/4MNNMUMl�GW1DE AND.04�THICK 8 j. STEEL TO BE AT O
I) • IEAiT.126'THICK AHIb1AJ8.; M�F1t� JITM O I�jAL!S:; H&tt "T LELEAST 3 THREADS BEYOND 1•X 2.751X Aw MULUION FLORIOH`-' \_
• it • I Inl II •� THE MATERIAL ••0 • • • ••• • �"SS�ONA�
A.L AYHWJLIJLLIER.P.E.
--_ FL P.E.4158705
• • • • • • • • • •
••• • • • ••• • •
TABLE 5A
61lIMp•C TableOpoL' A
°h9 W (for lerYcay"aPalnin0 nriion•)or Op•abY H•yAt(brhaimnma/wpamiro mWonb)
Mh oh 70Y 604 90Y iMh
t7DY Wh f00h
hL9.0100 BIYbIaIIM Tltplfl•a, ti60Yapibr Tpp7arp RKtargbbr 1Yp11ae1p 4111044./4107 TIwT•Ya, pclrgV► 1pp7AtC T•plT1Yn0 1MOIIMr¢ RwtrlPYr TapT06110
1'x Aka x � 0 Lada lama Laeia lbdro labia lwa+a loch Lodi LON** la6ro labd710 lab6ip La"m LObd14 Lada
.100"Akan
Tube Mid
cli
1
!1
TME 11 T11mlilI'l f 1111IJ T!'I ,'! T,'I !',,!
11 � 11111 T111 1 ]1! 1111,111. 11,11
z
42 In 1Ao exp 17p.0 06 17ao 744 170.0f47M* vmo aM Mo 5M 1710 907 1710 519 7740 11% 17ao MI 17ao taw 1Ao m 1719 109 17ao 621 7 0 7736 Luo 1644 taox LA0 6770
104 LAO 7066 LA0 Sal LA0 860 LA0 060 pa0 MO 1700 /133 1700 m LA0 1275 1700 477 1700 M17 77Q0 so 167.7 1677 1700 0.o 1 1 7677 LA0 bap 1%2 1077 LA0 MD60.87bh 7700 7A 170.0 M8 1700 8M LA0 1016 tAp M4 4.700 71861710 723 1700 tM LA0 417 170.0 t1M 1700 70 141.7 4106 170.0 7M / .6 Mph /700T-4
74p6 1700 tM
M LA0 IW LAD N2 1700 864 170.0 1118 170.0 7MLA0 1276 7710 IN 16661 JAM 7700 ail 140.6 101 170.0 ON 124.61700 tlt 1 • 101 LA0 14N 1700 Mtoh LA0 806 779.0 701 LA0 1009 1700 1756 tm0 we 1X7 114 167.0 W 12&3 1150 16666 N7 1110 1160 lq7 NO 926 1106 141.0 fa01768 7416 1168 7MS 9M �.. 7D
bKih 170.0 840 LA0 746 /60.5 IOM 1790 LOM 1566 000 1%6 LOM M1.7 W 106.5 MM tale an 9S9 LOM /YS6 820 70.9 LOM 1%a tl0 LOM 1%0 w0 7%e tip �
OOY 16648 pbs L70.0 709 t%A 866 161-3 apo 11701 866 %1.7 708 070.2 p66 121.1 776 OQA p66 1126 7e6 qA 866 tOfi! 767 6p,6 ON p48 749 0 806 So? 70 M/ So 08.7 7!0 Z_ W
]£ 72h iffi6 OM U4.• 8W 107.0 sat 114.9 s9x N.b Ma 101.7 670 q3 bat N.2 ON 71.4 607 ea9 ew BIZ 800 M0 s42 67.6 003 71-2 832 0 sea aaa 024 0.1 0.W 86.7 m d
70Y 1042 721 174.1 Opp 91 721 07.0 418 780 721 66.1 8M S0.S m 70.6 am 847 721 711 584 5170 721 08! S7• 463 721 Sao 600 0 721 666 6M alt 721 661 SQ
J
70Y 101.0084 1044 Epp Ot.2 M4 80.1 607 72.2 004 7704 670 bat OM 704 M7 Sal a04 M.4 6M MA 04 Sap M1 121 a4 64.1 Mt t OM 6170 538 S1A 04 sae 641 00 1- 861 5M 07.0 MO Sl0 OM 9.1 4M 47.0 SM o0 440 41.1 6M NA 03 70.S 6M 496 427 328 SU AA 121 21.1 5" 330 412 5 514 30.4 100 290 bM 70.0 403 Q`
10) Z
Dal. Sl2 462 55,7 4M 02 462 47.0 396 387 1 449 3 0 348 162 381 Ml 30.1 182 328 W 27.1 02 383 373 226 402 260 705 1 4 462 24.2 35• %9 452 228 3M � x•1 ..O..
109 Y 341 357 349 702 31.7 367 42.7 N7 272 367 2!1 312 US 467 76.2 app 21.1 107 22.7 308 %0 467 20.8 799 %s vww %0 207 7 8 367 tat 212 .11-9 307 160 7M NIn
WN
1 708 468 3M 20.2 0.3• 30./ 3N 2S0 73s 261 780 2f.f 430 747 0.M 20.0 2M 77.6 0.M MA 336 tab 27{ 5 3M it$ 277 1u .348 %a no T Y
1201- 27.7 319 20.2 203 2&1 200 247 70.• I.
Za0 26S 2M 17.4 ]M u1 262 10.4 x9 10.9 0.M tap 288 /4.p alb to 210 128 20 709 1 11-4 236 1 0.7 20 1&4 230 V x Q
TABLE 58awww" Q Z O
ANCHOR CAPACITY ADJUSTMENT FORMULA:
a y
An0A1or C•peUgr Table(6•) O�.
276 cbllrnr a59 Cab 18te0w 1764.0 C61U Yy0e/ 116" DP)x ANCHOR CAP.,�„�,\a ANCHOR CAP. - .
AWm Cap Poftrys IP« a/7z EI0•I6Ysa w EYb tb•sOm s/ 3fw Mo 7366cOn t7!'Bm 71Ye9m w 86 61tS 6300 w BS 7300 NO 6Y• 162 "2 814.4.1 MILL*AA To. BT /
Ad60i3r l4.•s0a1 Adbabtr sawpRbaw Ba4w(Oq USE THSFORMLILATOOBTAwTf•ANCFOR
LINN=Eapb 0YY4.0a r avr r 2•ta• 0.w r ala^ r aur z st/c r a4t ax 4344• CAPACITY REQUIRED•CORRESPONDING TO AN
Ea•ba94.8t talc tau' 4-3w I-w z t-w 1-w t.w 1-w 1-w• 1-11C r lair tar pr m1s! ACTUAL PRESSURE REQUIREMENT FOR THE
1 Awh-•4.771•ti . 781.10.1 Hp.V39 70066 4ob now. 7411. 270.4. 71066 3Mb 7066 441. MOB 11821• us IN 44066 MOb OPENING.WHEN IT IS LOWER TWIN THE MUM
4 Aad4.718�1-18'61yL 0.C./814.ntl•01i0(R¢ 70066 WA WA WA WA 380.4. WA WA WA WA NIA am b. Ow1. 1r20b CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AnAm 04.Yn 0.C./p/266ApbCtp F10 70066 Mob 18ob 78466 61066 MDb WA 70066 9466 elOb 2341. 8621. Owb 111066 MULLION.RWILL YELDAANHWAUM ANCHOR
a And�ai a 0.!S 6.0 0.0/LLgp••bb 1-1'Akm 1704 WA WA WA WA WA WA WA I4u 1670 INA INA INA WA 1071 bCAPACITY WHICH AMY BE USED TO QUALIFY
Aa41a/F 00p Ht 195R. 27466 44866 alb 73666 1066 1711. 47066 2041. 2wb 26066ADDITXWAL ANCHOR OPTIONS FROM THE
2 An4c16®1.78.1NIn 0.C,/f.(2p 1660 b WA N41 WA WA 190 66 WA WA WA NIA WA axe b 170 b Note ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. WtOVUCt RUVI1%D
M.00yigwl►N•Fwdb
FIGURE I: FIGURE? TABLE NOTES: H1.000••1 Bmuft
AND
. 7)666
•
O IFO-0 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR TION ON LOADING. By.
• • SEE SHEETS 2-4 FOR#tNEg.4�IS&/1 VTDH�METH� ..
�1„u11/
2)LINEAR wTERP4T10N BETWEENMWIlENOTH6 AND/M OPENING WIDTHS IS ABLE. 3.126•
FIGURE • •• • • • • ••• • �.••••.._•.. '
3)181RL10N AND 611/1-1-X1"CL S Alii EXACT DIMENSION SEE SHEETS 16.20. �� 'C�,••'VGENSF',..P
i ALL M11LLOfN CLIPS1�lY 6E f�HYiED/WD� uH1USED HOLES. MAv 13E DRILLED w
TFNE HELD FDLLOW WO D5IENSION3 SHNDYINN ON SHEETS t&20. �*� No.56105 -_
ANGLE CLIP MUST BE USED w PAIRS. 4)SUBSTRATES:CONCRETE SHALL ACt 301 TIONS.HNOLLOW GROUT-
FILLED 5w - Q
FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BL� �TO/� SHlLLI_BE -TREATED �'O tA 3O If:•.•��
-�� YELLOW SOIIT AN 0.64ALUM SHAIy 861063.166 AND A UM OF.125•STEEL TO BE AT 1•X 3.126'X.5•MULLION
• u--LL----� �-.I LF-AST THYCK AMD A3b.dLL ANOHORS� TW6ETAL EXTFAD AT LEABT 9 W THREADS BEYOND ' O P.• G\�•
• T E MATERML••• • • • ••• • It•YF MULLION) S FLORtO•
A LYN{I�ILLtn,P.E.
FL P.E20 58M
• • • • • • • • • •
0 to •• • • • •• ••
TABLE 6A
NuMm CapadV Table x
Opening Width(for-Mcaypnsitp 1641-)or Opening HOW(for h01m0ra61ypalnfig WA4=) of <
410 410 rot
801. 90M t06M In in 11010 no ft
RM.•1pJr TNPIp1•la RMS I T.W11Wy. RMof•ipWr TIMNTAMR RecfMR9w1• 75MMI'11 RKIniVA r
TOWMw Rt16 d" T W-ffi n0. RNA T7M17TtlnC TRLTb� RMMun•1• lle-d" Q
1N4x.1ffi lOMOhy HMR.• lOROYq LatlYO lAMOe• 100dbp lOMdllp IORi• 14tlq luRiiy 106••11 l.q•�• l4R•ry Is••1y lNap LeRany 1069.70 14111•
AkwL Tube
06Th 17060 620 1R0 436 170.0 747 rn.0 rn 17060 6N 17&0 6a 170.0 662 170.0 M9 17060 1711 170.0 621 170.D 1211 170.0 621 170.0 "a 17060 am" tlee cao m 127.6 "a 170.0 621 J
49h 17&0 706 17060 6x4 170,0 690 t7ao ea4 7ro.8 hoz rroo an IMM 1133 n&o at 17060 1275 nao e17 1406 1064 11064 0.o /xis u63 /70.0 as 11.1 Iso! 170.0 690 07.7 1300 170.0 ea
W.61d1 1740 717 170.0 as 1ro.0 630 170.0 631 170.0 tae 770.0 604 nao 1190 17170 m tat 1236 170.0 747 M&6 1216 1760 766 117.1 1226 170.0 Ta 1 1 1276 17060 760 67.6 12M 1704 706 2 w..
541. 1ro.8 717 17&0 eu nao 90 170.0 eM 17ao 1116 170. 764 1544 1106 170.0 0 3 1372 IWO 170.0 W 128.06 IWO 17ao 0.e 106&e n0. me 061 1160 170.0 a/ 172 1. 17060 at m o
ah 770.0 0.S 170.0 701 106.7 /OB 170.0 797 1419 7012 111,1 63x 12LI 10ax 14&7 615 111.2 1042 130.8 601 100.0 i0a .80.2 791 eL1 700 181 763 3 tq2 12x1 762 62.6 1062 116.1 762 d7
6310 170.0 970 170,0 746 1512 909 163.6 S70 186 909 744,4 7a 7154 102 131.0 790 10&6 962 121.1 7a 9&7 190 1141 763 75.8 002 10&4 746 .8 902 10&0 7M a7 692 106.0 7M
a1 16061 047 7740 706 137.8 967 Mao 7a 1161 947 M3 763 103.4 617 117.7 762 MA 947 104.7 730 027 067 1022 727 e99 947 a.t 713 1 017 040 Tit -6L7 M 1&0 711 Z
7Th 136.9 DN M17 737 117.2 aft
121.6 722 97.0 ON UL9 Too MA 61e "A 6a 753 00 60.7 090 67.6 610 617 075 66.0 00 76.3 IN 6 60 725 052 416 60 7L4 a/ z (jf
7410 116.6 763 M7 a6 063 792 UMA W2 6L6 70 $00 060 M2 702 063 90 04.2 763 742 676 673 Ta W-2762 620 004 ♦4 712 06.9 692 36.1 702 54A eK 117
70M 106.9 731 l3YaA -
0 731 xe 0611 763 721 010 e09 668 726 74A 606 6064 726 a.t 601 S14 721 724 674 673 2 Tit 64.3 667 314 721 Su 606 Q a--
0.M 091 60 2 613 00.7 OI 40.7 643 62.e 409 43.6 100 47.1 463 78.0 603 0623 462 34.8 613 543 344 636 6 60 311 430 21.760 !0.7 420 � Z0.M A.7 170 e 476 147 410 1060 476 4u 112 0..l 176 36.10 I6s 313 170 74.0 4a 87 473 470 2061 sa 476 25.6 s0. 17.9 470 712 Ae QQQ N104 h 10.5 771 6 771 37.6 396 28.0 37! ]060 9J0 82 977 80 376 724 0677 61.0 321 81 377 377 1060 sb 1 371 tt.1 301lQ..11110 77.1 0667 .9 367 31.0 311 206 367 T7.{ 30 1062 0667 34.8 s0. 20.0 367 72.0 300 18.6 367 367 17.4 204
1201 994 s0. 06 306 26.1 774 21.0 306 2iM 10 17.0 212 Q x Z O
TABLE BB
DIt
ANCICAPACITY ADJUSTMENT FORMULA.
Atlatmr CeNlacly Taw.(Ins) InfANCFIOR CAP.,,..r. {b
217 ne.Cn arske 1st Coo-CMI Feed cm PT7•Io9 Slow (DP)X ),•ANCHOR CAP.-
MlAl10N
A"d•1 TVF6 9IT0 Boo U6eom w aw UNMOOR 31706'm 3063 O0o U OW w Elm U IW=R w Se FJoo«N E100 w es Boo Mo am nt M2 81•
11NM0•' A•PMOMMN liee«1 Ap•MI1W Swr(m7 802 po USE THIS FORMU A TO OBTAIN THE'ANCHOR
EdeMC11R j4 r 2-1R' r 2-t!I 1fA' r &4l r 1•VT ? 0.w i o.4r o. 0.3,w CAPACITY REOUIREW C.O ONpWG TO AN
ER.6•r1MMH 1.,. 1,w 1.3N• 1SY' r +-w 1-w 1-w 4•w 1-w 4w ? 4� ACTUAL PRESSURE REQUIREMENT FOR THE
zMob=s 473 Ma /3t•sf10 �"°eo1y OPE2NING WHENITISLOWER THAWTHE ARY.LDN
0.191« 390 b se0 1635 699 b /066 b 270 b 211 764 b lab at b 064 1112 320 b 4217 900 r CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AWM A 22r MW O.C.I atwad"W C6p(Fly.8}: 7000a 70610 606 r M1110 632 b NAA 600 b WA OW r WA no" WA 062 b 8014 1 1120 b MULLION.IT WILL YIELD A MINIMUM ANCHOR
6 ARd.1t 0_. Ma O.G/31x9016 C9p HFb. BW b Mab WA WA WA WA -IWO-* WA WA WA RIA WA ISM b 7000 z711 b CAPACITY WHICH MAY BE USED TO QUALIFY
4 And1.6 Q Y Mx QC./(Z)a*A+d4 011111*6 70t 7W b 90010 170010 324 b so On 6W b lab UK b 9361 13x0 b 2364 b 062 b lm 112D b ADDITIONAL ANCHOR OPTIONS FROM THE
BM 0OL46 MnOLr. (;- 7f6 Ap6 C¢fly. 1TJO b 1/701 10001 23gb 781110 NO b OIO r WA 1410 5 1404 4 ON No 350 is eye" 12W 11005 CAPACITY TABLE• bl mmpiyylg with 1106 FIOrKR
4 And1.Q0616n QC./U47p,5001A'Aka X10 WA WA WA WA WA WA WA WA MM WA WA WA RM WA 7025
BOW64 CLdO
02256610 t4ap 1170. 3005 3005 2905 Tab 4765 WA 7605 WA 3161 010 MOb Ob 70165 470 Sab 1.000, Actcpl•1ts Nb /
4 ARG••181.15 Me.O.C./F•C6p iT�ip. 100 b 700 b WA R01 WG IIA 300 10 WA WA N61 !OA W7A 062 5 eM 1120 b
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP By
FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: FIGURE 3: FIGURE 8: TABLE NOTES:
Pradat
•• 000 • • • • • •• %%,0 0 ° • o o • • o o • • • • • o • • • T)SEE ET 1 FOR IN
T"TABLES AND SHEET 22 INFORMATION ON LOADING.SEE
SHEE7S�4�OR �� N .......•�( 'i
o ° o • o 0 0 ° • o o • • • • • o • • • • • • • • • • • • : 1;•��t;ENSE•'-•�
2)LIIEARdWERP"VION�LYEEA MUM LENC7.8-16 AND=OPENING iS ALLOWABLE. 4.000'
* N0.5871)5
3)MULLION AND MIlLLIOIN CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT SEE SHEETS 18-20.ALL -
FIGURE b: FIGURE 6: FIGURE T: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES MAY BE DRILLED IN THE FIELD
• • • FOLLOVVW qP4FYSIONS SYDWNd)M GHEETS 78620. • ='O•- (( 3 (, .'
• • • • • • • • • • ��•. s ��
• • • • 4)SU96TRATEB►CONCRErE S1Wl AG 1 IFICATIONS. OW AND GROUT-FILLED .725' 0 P �:
CON BL UPRf( OTO ATIA�BO.WOOD BE PRESSURE-TREATED YELLOW i��.••-!'20R10-.
i \_
PI�� WW,Ld9E 6063T5 AND BE MW IMUM OF.128 THICK STEEL •,SS( �G,
ANGLE CLIP(FIGURES 568)MUST BE USED W PAIR$, S O BE A GRADE 33 AND.065'THICK(181;,M)t;E)•S STEEL TO BE AT LEAST.125 THICI( 1'X 4'X.125 MULL ON 777 71 ONAL 1
AND A3&ALL AN1C0K)RS INTO METAL SHALL EXTEND AT LEAST 3 SCREW BEYOND THE MATERIAL. A.LYNN M E"R'.P.E.
FL P.E.2158705
••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 7A
x
111611108 Capadly ranw �
Oponkm WM=(for nxicaYype79falp Amn-)471 Ope•p7 R(78.Aotim76Mybpanl•np micron) a,�x <
6010 p N 7010 9010 9010 10010
71001.1461• 710p/t0•Ip. ReGr0046r TMffd.4 14100gM 12010 14610 1004 �( l}
T•Prn1�1• 1 1YPmY09 746010 f4646r Te•/IMr19 FYGg4r
1tiP71x010} 716c790p14r Tg7fxegy. 716N6e•1gr Tnfp/f6.1p, Ili 74.7»0110.
1:4x.376 )174119 1700100 106.110 1sd10 IOdA9 I•�i lwaillp Imo 146'dYl9 w.0{9 'jl4tlO Lm1p L404Np 17.7+$9 Lmr Ln•11p 1,00`1p ICI.1Y
""'°" g i 11, fill g 11 fill, itg ii g � � dg 8�T11111i
�� d Ylei
i I 1 1111111111 if 11 if 11 1 1 11 f 1
0
W F1
426% 1700 070 1700 A6 770.0 746 7700 470 170.0 946 770.0 600 170.0 000 1700W.3
0.0 327 1700 7040 1700 627 1700 1469 170.0 521 70.0 1736 170.0 621 1700 IMT 1700 611
J
4004 1780 746 170.0 621 170.0 640 170.0 664 1700 007 770.0 070 170.0 tq7 17000 677 110.0 1417 1700 690 170.0 7700 1700 p0 0 1913 770.0 MO 151.0 202{ 770.0 OOD
50.67610 1700 747 1700 645 1700 60e 17110 Bal 1780 1046 170.0 44 7Mo 1106 T70o8 747 1700 1401 1700 700 17a0 Im 170.0 706 0 1919 170.0 766 176.6 1019 170.0 746
610 170.0 740 1700 047 170.0 1160 1700 601 170.0 11» 1700 76 770,0 1Db 170.00 137 170.0 1b04 1700 960 In 1700 170.0 Mt w.l 17p 170.0 661 170.0 1790 770.0 461
60 m
n 1700 066 770.0 701 1700 1067 170.0 797 1700 1240 170.0 wb /700 1417 170• LU
944 /700 1604 170.0 OM 1666 1.10 /700 1137 1376 116» 170.0 »13 11.0 »» 170.0 IM 02 MO 170.0 7M3 110
1304 1700 970 770.0 746 /700 11» 1700 060 IRO 1700 170.0 9 0 170.0 NO 170.0 Mo 16,7 742 176A 1076 741.0 162 1700 1122 117.6 1N2 »0.6 1146 7 160 tw.9 1157 W1 1642 157.9 1157
MY 1700 404 1700 760 17&0 1104 170.0 040 1700 1704 1700 UM »46 0472 17OU »IB 142.0 1472 1476 ftp 126.6 7472 16at 1130 10.1 1472 137.0 1146 A 1477 14x0 1104 00.b 1472 140.0 116 (q
7704 170.0 1067 7770 570 170.0 1275 1700 /469 13110 1720 7062 1101 1820 1]90 146.0 46.2 117.3 1820 187.1 1046 »,6 1770 1770 1040 46,0 1320 117.0 7024 A 1770 117.0 »13 670 7]70 f17.b »112 Z (J
7610 170.0 1177 /700 149A 7104 1044 1093 12x2 114 INA 904 118.2 /104 1277 W4 10.7 1164 116.3 ONt44.9
116 467.0 052 74.6 1404 57.0 05 .7 1mm 13.1 927 46.1 1746 40.7 OZS ? �
7010 100.7 1724 TRO 967 136.4 1121 747.0 406 118.6 1104 120.6 047 113.0 1121 11»8 O4 923 1421 106.0 91 1124 !6 406 002 /121 110.0 600 i 1124 641 Mt 4.9 11146 612 wb J
W 10 /O,i 604 111.6 760 047 ON 6.8 776 ".2 044 tit 721 57.6 O6 Tia 777 60.1 044 alb 70 904 01.4 607 *8" �W4 • a64 60.0 OM 33A ON 47.7 962 ~ Q N
464 60.f 717 •tA 013 742 742 772 060 03.0 712 572 047 W. 7Q 46.0 bat 46.6 TQ 611 •70 742 471 646 IN 1.0 742 30.6 NO 27.0 742 87.6 504 10
108 04- 68A 646 13.9 630 69.1 466 619 621 44-7 646 468 613 39 50 41.4 406 34.8 50 37.9 Mt 81.3 an 74.2 113 td4-
Andw
20.6 472 ».6 SM 11.7 446INA 666 MA 640 0.o 66s 40.6 406 042 s% 42A 457 770 6611 730 4.0320 666 342 477 2•A 646 71.3 457 57 A NA 446 »A 8.N 224 442 X476 *A Oil 860 05 acro 425 326 476 33.7 4108.M u.8.730 71.7 les a0700 224 801 »A »o »a 1197 106 37TABLE 7BCapacwTow(409) ANCHOR CAPACITY ADJUSTMENT FORMULA:i.7k ANCHOR CAP.,,�,,,,�i»Con fYwCMII F�OOGaI Ff06o0d WW (D:.)X(- :ANCHORCAP.�,MUI-LION C,IIP..,��„M0110r ]ILS B001r0Me W Elm IaY•m• btb 646 Ylt'EIM Id6ewl w ODD U w= 1K S8 E 61)10 l]m W M EI00 61011tl 912 112 SW
Cfp Patleln t9109mx AIM90r4 licm A�p� 77111�5776• •oe•� USE THIS FORMULA TO OBTAIN THE'ANCFIOR
E4p0 016r1o9 r 2.10! I- 7-Vr 3-W r 2.Vr r 2.17 S 6.57 ! 9,45 a p,� CAPACITY REQUITED'OORRE$pDNem To AN
Eg00.11001 l9V' 1,14' 1,57' 1,40 r 1-w 8.w 1-w 1.57 1-r 1-57 r t Ya' 1 ACTUAL PRESSURE REQUIREMENT FOR THE
p666b4) OPENING,WHEN IT IS LOWER TWIN THE MULLION
2 04. 0.0.1 gla t a 8.M 10 709 MOb 10 461410 b b 66 M d W 464 b ita2 b man 420 500 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Awhow 0 22r 961.O.C./a10eAU 12V HF14 TM b 746 p 646 b u4010 116210 NA MIO b- WA 130b 11111 No 10 701 OR b w 112010 MULLION.IT WILL YIELD A MINIMUM ANCHOR
e Ahm r LLS On 0-411 811116/79 CMO 4 Sep p 140068 11A WA WA WA 770 b WA WA WA NA MLA 1304 b sw 224010 CAPACITY WHICH MAY BE USED TO QUALIFY
4 Ar1cM0 O S MA QC./ 246 A11d0 CI90�. 780 b 760!6 NOVA 1740 b 821610 640 b b10 d 7M 10 141010 Wt 66 1279 66 236 b 61310 NO 1120 baADDITIONAL ANCHOR OPTIONS FROM THE
•Al1cM1160Y468 -a I 1)2x6 Allot R31p6 Fip 11704 11794 7070b 7710b 7014b 010b 4010 WA 140b 744666 1360b 7616b 08.b 7740 1460b ANCHOR CAPACITY TABLE, PRODUCT REVISED
1 Arlpx66 0 0.M 0101 QG t l7CaA 1x70 704'AYst p'q WA ILA MIA WA *A 0491 4691 WA WA I4M IIfA IMA WA I9A 1477 b r c..Oy eS 1477*0 Fw"
2 AlxitnQ 12S MA QG/FCIb(Flp. 810b 36066 210b lO3b 478b WA 210p WAIS
Ob 440b 66 0 726b 470 Mob
4A1d•7to1.16'Ii,O.C./F-ClpMig Moot 700b 16A I9A IRA IMA i9Db WA WA WA WA WA r Mab 910 11204 - '� 1.0(X7 r'. A7 p..6tjy6 6
No
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B FIGURE 8: TABLE NOTES' •• 000 • • • • • ••
• o 0 0 • o o • • o o • • • • • Ell
• • • 1)SEE SHEET 1 FOR BISTRUICT4s ONIIJCY40 THE TABLB6 AYD SHEET 22 F INFORMATION ON LOADING.S[ V
By
SHEETS 2.4 FOR GENERAL NSIAN AMONI ETHONS,••• • � spa,..•.... 7(F
0 0 0 • o 0 0 0 • o o • • • • • • • • • • • • • • • • 4.000. 4 �1OEN$F 9
Z)LINEAR NWAPOLRHbN BE•TMEN uM LEM�,THS%,dmtF'l�mNG WID EALLOWABLE. �. . ...'.
__ *� No.58705
3)MULLION AND MULLION CLIPS SFIOMN ARE NOT TO SCALE.FOR EXACT D SEE SHEETS 18-20.ALL •
FIGURE 5: FIGURE 8: -
FIGURE 7: MILLION CLIPS MAY BE FACTORY MAC UM AND CONTAIN UNUSED HOLES MAY BE DRILLED IN THE FIELD A
• • • • FOLLOWING D ON ••• ••• 13 W
• • • • �• • • • • S TE OF
4)SUBSTRATES'tW4PRET�SHAY-CORM!ACi301 SPECIFiLAV*ONS. AND GROUT-FILED CONCRETE %�T
• BLOM UNIT(CMU)SWRLL OONFORM IPO ASTM 040.WOOD SHALLOW TREATED YELLOW SOUTHERN PINE .376' i,(�`S-••-........•••�U:
ANGLE CLW(FIGURES 536)MUST BE USED N PARS. WITH AN SG OF OW ALILIMIM SHALIHE 606W5 AND BC A 4INUS 4 OF A WTHIM STEEL STUDS TO 13E A MINIMUM -r
GRADE 33 ANO.045'THIO)(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAS .126'TH M AND ASS.ALL ANCHORS MATO 1'X 4'%.376'MALIGN A.LYNi4 M P.E.
METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATER FL P.E.IY 58705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 8A
MWNbp C9 TId71f �
OPNIM+Y Wim+(I"ltarlicsyeps79D110 D91f6n6)or Op•n(•N H•iyM(for ho^mMa1YiP•rui6lfaioln)
to in Mh Y'C i
70b Mb Mh iMh WM 140h
L-dm Tumew (✓a1'4•tpaa l L-ki p TwpRirB dDWpJr TWIN.% � M9h
3.1$rx lodhp lStltD ln•sq latlti l4qu• loe6v lore b+v 744 wsv U.av Ttm+WMwo-i 6* Tn•rr4•Y R T78-*v R4.-ftsa 114Lo-ft9 1,14
,2W Al-
wo IT
III !
$ lgtllp 11wb0 Lori latlnp ln•ry 148.68 oY
1 11111
Ili if mf 111 HT 11 !1 _z
Z
1270 770.0 82 170.0 436 170.0 770 170 470 /R0 •0• 170 570 170.0 eM t70 61D 170.p 1116 +70.0 621 170 1x10 170.0 621 170 1480 170 621 40 1735 170.0 521 161.6 1709 +70.0 821
40h 170.0 708 7ra0 624 170.0 060 170.0 604 178 082 170 00 170.0 110 170.0 Mt 170 1276 77o 877 1R0 7077 1R0 660 W.t 1860 170 MD 727 1604 170 570 +18.1 /6q 170.0 MO J
60.676h 7ri0 747 170 60 170,0 /99 +70.0 804 /ra0 t0a 170 704 +70.0 1170 170.D 72! 170 1316 7R0 717 707.0 fIM 170.0 76/ 1742 118/ 778,0 788 147 +488 170 768 104.1 IMO tRD 708
N h 170 787 1R0 612 170 166 +70.0 604 /R0 171/ 1R0 704 170.D 1275 170.0 703 765/ 1776 170 07 144• an +70.0 888 1223 1776 170 801 • 1778 170.0 707 91.7 7378 tR0 661
sowm
170 706 170.0 701 170.0 1087 170.0 7W 1649 116/ 170 070 OLO 718• 7A.{ 800 1256 1/04 1648 919 111.2 1t" 160.0 812 927 116• 144,/ 106 4 1166 1706 9M MA 1158 144.8 970 �y�UJJ m
60b 170 00 170.0 746 160.1 1061 770.0 860 177] 7701 +640 042 120.1 1061 142.0 868 7047 1061 1722 tl7 70.1 1061 7717 p0 M.t 1061 /70.6 •71 0 1061 710.7 021 80.0 106+ 118.1 421 D-
Mb 167.1 867 178 770 7702 707 161.6 as 170.0 967 +94.0 770 104.4 667 121.6 777 926 967 712.0 767 0.6 967 IMA 759 "A 867 100.0 760 .7 967 MA 748 622 •67 949 740 Z
72h 12.7 904 7342 OM 1W.3 /D4 1162 604 81.9 604 101.7 671 M.I 804 81A 660 71.6 /04 04.1 660 NA 901 ri• 617 0A 904 723 09 .0 601 69.8 82 402 804 69.8 K18
0 76 b +00.4 722 17L4 000 812 722 W.2 616 742 777 702 60 MA 722 76.7 6MFOL2M
70.7 670 04.7 722 646 SOD 40.6 772 645 670 .1 772 04.7 90 912 771 89.2 684 �
)B h 1072 670 1040 600 N.{ 670 80.6 670 72! 870 rib 677 0.i 046 70.6 670 J04.640 6DA 670 841 669 422 670 04.9 049 2 706 61.1 f77 31A 670 647 0/ m70.8 670 70.0 167 04,8 St& 57.0 44D Qt 615 601 041 412 616 70.7 434 310 615 37.4 422 27.6 516951 417 6 670 746 4W SOA 616 lit 404 ZMh04.9 40 &0.0 401 45.3 40 47.1 397 748 40 MA 781 2.D 40 15A 386 27.2 10 30.1 771 72/ 10 20.8 770 .1 40 2{.7 760 17.0 40 32D 706xz1Mh 707 766 79.0 729 91./ 970 �8 31/ 772 366 2A !10 aA 770 262 aM 10.1 370 24/ ]M 16.9 ffi0 q.0 iMSoh 30.1 08 360 370 2.7 iM 30.1 3D/ 25.1 770 20.1 ffi7 220 !38 22 20 17.8 798 701 27012h 77.• 770 2.7 204 227 270 2.8 270 149 a9D 24• 2s 17A 770 f•2 20
x
1Nb tR1 204 to
141 770 V C4 Q O
14
TABLEEfl Q Z
Ar1W10.F C71p9Ciy TML•(b•) ANCHOR CAPACITY ADAwTMENT FORMULA: $'
$1ea 2 INCone Imo.19.7 I F7w0 C1{u Plrvv d 9111• (DF:)x/ANCHOR GP.,,�o„`.ANCHOR CAP.-
A17chDr Clip Psawra A-b. 3r1T UM 774800 170 5bo u96cm w o arr EIW LV• 104'66ro 13950x6 w SS Hco&rlr Elco w 88 6300 810 Bra H2 012&.W MULLION CAP.,o,.,,
A•i4G314r Uae00 AW.G41a haw 6�6- 8~as) USE THIS FORMULA TO OBTAIN THE*ANCHOR
E408 Ow1•ne r 2-vr r 26Vr 7-t7r r 2-t/r r 2.1Q 2• 3•w r 0.r •.ar 4324• CAPACITY REQUIRED`CORRESPONDING TO AN
E61i cip 1x70' 1x70 law• /aro• r 7-w 1-w 1-111• 144 I-we 1-t/r r taw' Lw 0018 4 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Mao•A 4.7r 71h ac/87agW at9 ft 370616 3704 4606. 7006. tsNW1, 280 3046. 7406. 4706. Mod 11826. 3286. 42 5/Od OPENING.WHEN R IS LOWER THAN THE MULLION4 Amir. 1.IT 7n ac r 870•a ab" 470 6. 7006w WA WA WA ww WA WA WA wA a5x d /M 172 6. CAPACITY(FROM THE TABLE)OF THE SELECTED
a /�2KA6pbC609IFIp,9} 7706. 7706. won "806. /706WA 7606. 926. 68D6. 2644 M2d /10 7726. MULLION.IT WILLYIEIDAMNIMNNdANCHOR
hb Wr Aus ft 4 WA WA WA WA WA WA WA wA /W WA WA CAPACITY WHICH MAY BE USED TO QUALIFY
I08 445 6. m 6. 7706. 231 d ia2 d sw d tai 6. 2/0 250 d ADDITIONAL ANCHOR OPTIONS FROM THE
2 A.h- 1.10*10.O.C.i FGIp(t 4 240 6. 76D d WA WA Ww WA 170 d WA WA WA t•A WA iM d 4701 660 d AIVCl40R CAPACITY TABLE. PRODUCT REVISED
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as cmplyi ft vAdi 16.Had"
Btd1dsy Cade
FIGURE 1: FIGURE 7 AaxpuDlw ND -
• • • TABLE NOTES: h-1.2W-{ f{o
O p 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 F INFORMATION t�ott46x
ON LOADING.SEE SHEENS 2-4F"GV*jjAL INGTALLOTIq{i MEiH M
• • • • • • • • • X11111111 r,r �,
FIGURE 3: 2)LINEAR INTERPOLAON BETW;cN MKt U8%-G*-ISAHgCMOPENNG WID IS ALLOWABLE i
• •• • /•�• • ••• • �� 011( •,...:.,!(� �i�
ANGLE 3)MULLION AND AM� - -XACT SEE 3.188' ��tea,.• \CENSE '•F'P
CLIP MUST SHEETS 18-20.ALL ION MAY BE FACTORY MACHINED AND CONT UNUSED' HOLES. : ••.•�F
BE�D HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON S 18-20. * NG.58705
IN PAIRS. 286' '.
4)SUBSTRATE SI4LL COHO T 301 CIF TIONS. OW AND q (1'
FIGURE 4: FIGIItE 5: FIGURE 8: GROUT-FILLED bCK UNQr�AII) L COIF A TQ M WOOD SHALL ll S• (t
8E PRESSURE-�YEL SOIAIM N PONE WITH AN SG Or•O.6li AL SHALL BE ST E
• p • 8083 T5 AND BE A MNYMLNI OF.1]6'TWC11 STEEL STAB TO eE2A�66TY}NMa(Nd 33 AND O,c� FLpa.•'���':
f AHM w"To •sHi EX1Et�D� I.EAB*3 ASCREYI LEAST.1T�iREAO��Y THE MATERIAL_A3&ALL 7 (1-19- X MULLION i�`ssf•N
lr, ONA%-�•'�
0.LYNN ,P.E.
FL P.E.#58708
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 9A
ii1�b• Ta6M(111015
Ope+�WWIdI1(for MrAc .ep•trip• ot) oH04M(��"WN'BpemMpMLOOM)
Ni mi. RiorOp•W70i1 O9i 00i I1661 11066 7101FS
Mi
•111�PW 747p/I0rt1p Mdenavwr Ttp79Wtp, 84911997147 TtpTii•Ip R4obp/t T097a1•Y R..N pit TwIdwo bol•49Nt TwTomw PeofrW9r lip wwto.
AkAm 2a40.2Y Idee9 local �yg•1adY• Lo90YV Tm,
lar•v LSV lo.•ytDgo loM7p IA1a49 l4al W98Yypgo 7010.7• ►o1.9p tooaq 6od,w yy�o96ypV !090.10 ti n
MItNLirube ollTm,
Tw,
dlI'l I I I I I� Tml
Tml
I'l
6` fill!
CN -LL
-!i,
Is
12 i 170.0 ago 1M0 476 +xi0 7w 1ra0 170 7M0 990 txi0 eee 1xi0 19x 7M0 Hf 1Me t+4 170.0 On 170.0 W4 Imo 621 tme 14as 170.6 601 t 0 im 770.0 621 170.0 Iasi IMO 677
40 i 170.0 las 1M0 524 1ra0 860 770.0 IN 170.0 90 nao NO 170.0 11A tra0 661 IMO fm txi0 On ixi0 1417 170.0 00.0 /Mo 170.0 1ra0 000 1 0 toss 170.9 eco tra0 7207 1xi0 Das
60.6261. 170.0 747 nao sea /700 Bas 77o.0 631 Imo tae 170,0 m 170.0 nas Imo 773 1700 134 nae 70. /Mo 7194 1700. Tae 1700 1790 1xio Tae + 0 1002 irao 766 170.0 7397 Ixi9 Tae ytl
6 i 1ra0 TW 170.0 012 1M0 90.0 1ra0 eH 770.0 +718 170.9 76 tm0 tm 1700 100 1700 1434 170.0 ON 1M0 7666 1704 0% 1MD 1917 1ra0 asl 0 2231 140.0 asf tra0 2660 IMO %100 o
W
i' 1700 Na 1700 701 7M0 1002 170.0 797 170.0 talo 170.0 W0 Imo 1417 1700 9M 170.0 WN 170.0 e% txi9 int 1M0 10.03 1709 2126 7Mo 1063 1 .0 2470 170.0 1063 IMO 2880 170.0 +963 m
631 1M0 000 nao 74 170.0 ilia 7mo 060 1700 1302 170.0 on fM0 t4as 7mo 1016 1Mo 1677 /Mo IWO 1Mo UN 1M0 1122 IMO 2271 170.0 71M 7 2661 Imo 1171 145.9 2153 IMO 1171
%i IAPB 974 tra0 766 1raf ttas 7mo gas 170.0 Ras 170.0 toot 770.0 1666 1700 t%6 tM0 7702 nao 1166 1700 IOU 7mo +210 170.0 2366 770.0 tA6 .9 2/0.7 770.0 iias 70.29 2137 170.0 t2as
771 txio la63 170.0 W0. trae tm 1Mo Wog 7mo 71as 7700 1429 1rao t7as Imo 122e r7oo 7010. nos 7213 1Mo x70. nao 7397 740.3 2166 irao t4e6 t .s xIN 1rao 16x9 100.2 2166 1xio
a 7e t9 170.0 1122 170.0 937 Imo 174 1700 1000 1M0 1670 1400 1909 1M0 1766 7709 I= 1017 IWO nag 1421 14x6 +966 170.0 106 Ims Im 101.0 1660 t 1 1990 +64.0 16% 929 toeo 1707 Im (W7
uj
701 7700 nal 170.0 F. 1700 +ast 170.0 1110 1M0 1011 Imo 1230 170.0 1042 770..0 WN 1627 IMI IMO 6671 137.4 1as1 763.1 1500 114.6 in, 1473 1477 Iasi 13" 149 869 tast W7.4 146 � D'
901 170.0 10.% 7M0 1/66 740.1 t0.% 7600 1219 1A.e 130 7x0 ttas 777.9 teas 121.9 1479 66.4 1766 nos 1+63 ws leas 101.9 1M7 746 Was 00.0 I= 9 13as 027 ttob OLD teas M9 7066 }- -j �
J Q
%i 147.9 1779 161,6 IOM 122{ 730 1A.{ 10'A 70[3 7279 lits t%1 m 1A9 %,f IOM {L9 1x29 89A 1009 M7 1MD 024 7010 NA 1220 722 990 7 12A 869 977 401 tAi 021 9q
t%i IOaO 661 7060 077 NA a asD e0x 74.0 971 14.2 O4 66.7 971 alt as7 67A 971 61.0 678 67A fn as.O 866 10.1 971 66.0 7% a 6 877 66.0 782 321 971 Ne 771
tlti fa/ 919 W.J sM 706 019 01A 019 alt 019 M9 B0e s4 0.21 766 6'0 979 66.7 766 47.7 119 H.{ 144 70.7 019 M6 766 7 019 40.2 742 19.9 079 17.1 7M cl
C
770 M Mb 766 76.9 70 829 las NA 706 619 766 66.8 ass 17.7 las 48.4 Oas 41.1 796 1I.1 677 37.7 las 4.0 Bas 71.7 766 7U 066 las 71.0 541 20.6 las 70.4 631 LU Y
a
1wi 407 0.4 ws 004 30.1 s4e 37.0 466 0.12 666 71.0 401 AA a4s 792 166 .3 666 xbA 479 r.9 60 72{ 474 1{3 0.N 105 134 1 s4 /7s 466 70.7 616 15.e 466 ~ X
TABLE 9B a Z p
A7lchor Capedw T•bb fit•► ANCHOR CAPACITY ADJUSTMENT FORMULA: D. •
2h 7]410.0.1 Zak Cm3 0110.0.4 c mu Fb0 CMU wme DW (OP-)X(ANCHOR CAP.,�,,,,,�a ANCHOR GIP.- - r
W`S8800 GVWW o w33 Ewa #108.1 012 Ot781e41 MULLIGN CAP.,�,�, �n
AAdw CAP Pws,. A1°"t 7M•�°°1160.00.9 w��°" 1'"r•„m�CO17 >nr Ebo199•004 w Eie 17791900 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ap71111101 !!!3070 Ap•e041t R1o9wF8 89411 u•r(I7E CAPACITY REQUIRED'CORRESPONDING TO AN
Et•4t7Y1tts T avr r 3Y2 ILS r 2-Y! Y 2-UF : J.tle r 0.N' OK UW
Eo•1a91•e tali' 141W taw• law' r 7•1w t-w /-166 1-w I-w t•w r I-Ow I-w ACTUAL PRESSURE REQU�1T FOR THE
x Awd7o4 473-9tt 18rtl1Ia h119a14 OPENING,WHEN IT IS LOWER THAN THE MULLION
� COp Flo to 3901. 9901. 1701. asOb b 7Ab 7101. 8611. 7661. b Heb 1 b 3761. 110 OOO4
4 A"0ND 02K1410.G!=Cb Hip. 766 b 7401. sm 166 b 6 6 1664 b m
Mal WA Nab 19A aOO b MA 862 b 110 11701. CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Atafw 017Y 1.11 O-C.781H08d p1.Hip 8%1. 0!W 706 b 1944 WA WA 705 b WA ?wft WA WA WA WOft 7266 IWO b MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AChms 07'Ib QG i M 27DAId1 C"(Hip 78D4 660.1 Im in to%b NDb WA 770" out. mu 23544 662.4 eN Imb CAPACITY WHICH MAY BE USED TO QUALIFY
6 AItlwO 0 r 1•t QG 1(2)276 A9p1 nP Ftp, 1170 b 1170" 10201. 2340" 20M b 840" WA 1140" 1466 De 1320 b P. 0W b 1266 teOO b ADDITIONAL ANCHOR OPTIONS FROM THE
8 Amhm 01.3P 113 0.G 1 ucw boo IV AY•4 Hip, WA WA WA WA WA WA WA WA WA 19A WA WA WA WA W4 ANCHOR CAPACITY TABLE. PRODUCT REVISED
0 Ar4l a 0.K 9h O.C.!71(2!8 Y0o Ila'AM4 Hip q' WA WA WA IMA WA WA WA WA IeA IW 46A WA WA WA r " as mnpHyu g w9h We Flab
2A1dnt02K 1.710.G lF�Bp F. 3mb 77014 3/61. MDO 712" WA 200 E4 WA 304 WA 440" WA 3054 470 DOOR. Betldi9g Code
3Aa s 1.77•Mn O.G/FC6p Hip 366" 3006 840" 770" MIN 2701. 700" WA DID" 4Nb 440" 110¢1. 379" 470 asp" H'1. 1'
CIRCLED VALUES ARE USED IN THE EXAMPLE SHEET 21•
FIGURE t FIGU RE 2: FIGURE 3: FIGURE 4: By
• o 0 o f e o • • 0 0 • • o o • TABLE NOTES: 2.000•- P+0611L
•• ••• • • • • • ••
O 9 o O o 0 0 0 0 o e o • o o • 1)SEE SHEET 7 FOR INSTRUCTIONS ON US;4G THE T4ES AbMo SH*.ET�22*6WW*WS*RMATION ON OADING.SEE SHEETS 24 FOR
0 0 0 • 0 0 0 0 • e o • • e o • GENERAL INSTALLATION METHODS. • •• • • • • ••• •
••........ F
FIGURE 5: FIGURE 6 2)LINEAR WTERPOLATIO N BETWEEN MULIJUNGWA dkNi b W"IS ALLOWABLE. : �c
• • • • 250• 4.000• *; No•58705
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEE 1&20.ALL MIXI.ON CLIPS MAY
BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FELD IKi DIMENSIONS SHOWN ON
• SHEETS 18-20. • ••• • 000 • •
FIGURE T' FIGURE 6: FIGURE D. FIGURE 10: ANGLE CLIP 4)SUBSTRATES'CONCRETE SMALL co&W,)(RM AAC,V,6E�rAIoNs." pW AaVD GROUT CONCRE, LIM UNI � STA .�
e• e•
I
e • oo • �(fig 568) (CMU)SWILL CONFORM TO ASTM C-90..ODD SHIM.8E PRESNIRE-iAFATEO YELLOW PINE WITH AN SG OF 0.55. �� .FLORtO?;•'•e o 0 0 • MUST BE USED ALUMINUM SHALL BE 8063-75 AND BE MWNNMUM•OF.125 THICK STEEL STUD910BE A MINI IUM 33 AND.045 THICK(18 7.'X4-X 23-MULLION �IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'TING(AND A38.ALL ANCHORS INTO METAL EXTEND AT LEAST 3 SCREW /7,SION�L RPE.
o • o o • THREADS BEYOND THE MATERIAL. A.LYNN M
FL P.E.B 58706
• • • • • • • • • •
• •• •• • • • •• ••
TABLE 10A
IWion Table
Opw*v Wkm(for myon)u Op•MnS Night(for horbantalk"Pu nirg mime)
soh do i. ron 3N 9or mor 120r f40h ldlh y�i�u�t
Ndrarr Trp/idrle R.c1.OM Twp0lro R TlLaa ft. Ird11rpar T•pf"ra TAyuh.'s P-0am, T••fm-w RmW TlL.Im• TrpTA-o R-wAw Tmmkm 1Zi �a
21.325 ft tadal Loeft lath L-ft toile taat0 latlo Loft Is11mle W,** Wrile Loaft laee�o !9110 Loaft Toile lj QiiaF�
1
1h Ih. ,
h I
!i ! lilt
! 111
11
Z �
dh 1701 678 1700 Isp 770• 744 /0.0 IA 100 663 178:0 600 10.0 997 170.0 60 TAO 1110 1700 621 Wall 1710 70.0 821 70.0 143 1ra0 S71 7 O 173 1700 621 170.0 1863 1700 871 z
4h Wall 700 1760 Bal 170.0 3D 170.0 614 1760 992 170.0 a0D 1700 1191 10.0 001 hall 1276 1700 077 /700 1417 170.0 a8D 1700 1700 1Ro 160 1 0 10118 Ina ale 1700 2267 170.0 11110
60-B78h 1700 747 1700 143 1700 Bell 1700 931 1700 100 1740 a54 1700 1136 1700 723 10.0 130 Wall 747 1700 1404 17" 769 /700 1713 1700 769 0 2802 170.0 760 10.0 2%1 1700 790
..
54h ARB 7% /All 542 770.0 860 10.0 BM fall 7110 170.0 761 1760 1776 leo 808 190 1494 1700 6% 170.0 1804 1760 113 tall lM8 170.0 961 0 7711 Wall 091 tall 7860 10.0 807 W O
80N hall Be6 1700 701 1700 1003 tall 713 fall 720 Wall 06 10.0 1417 tall aM 170.0 1591 170.0 908 1700 1711 190 1039 110.0 2126 Wall 1068 17 190 1083 170.0 2838 170.0 7069 m m
Mr 1760 980 1700 746 190 1116 170.0 650 tall 132 1700 90 1700 1466 1760 1016 TAO 1673 1700 1078 tall 1969 190 1112 tall 2231 Tra0 t1W 7 0 2863 170.0 1171 ira0 2076 170.0 1171
H 40
BBN 170.0 %4 11M0 760 1700 1180 1700 908 7700 188/ tall 106¢ fall 1560 770.0 7018 VOLD 1761 tra0 1166 1700 190 1700 1210 1700 1736 tra0 1175 7 0 Zr'77 170.0 12M la0 3117 1190 1298 Z
72h 170.0 1003 1700 876 1700 1276 fall 1000 /700 1454 1700 113 190 1700 tall 1220 tt0.0 1018 1760 1315 1700 2178 1700 ta% 1700 2060 17" 14M .0 7976 170.0 7629 170.0 3400 1700 1870 � (�
1.
s roN- 1700 H2I 170.0 637 1700 180 /all 1080 1700 1670 tall 1713 1700 1704 7740 1322 7700 2010 /700 1421 1700 7749 1760 1606 1700 7062 170.0 1820 t 0 3140 IMO 1004 170.0 339 17" 1706 � b
704 h 1700 1151 770.0 top 70.0 1801 7700 1116 190 2011 /AD 1100 1700 1841 190 139 770.0 1077 170.0 1474 1700 1867 Wall 1864 Wall 2741 /700 1700 T 0 320 1700 1777 tall Na 1700 1796
001. 170.0 1370 tall 1544 1700 7601 1700 133 1700 1069 190 Mag TAO 2126 190 1653 Tao 2801 170.0 1740 170.0 7060 tall ms 1700 31118 1700 2120 0 8413 /700 7173 13.5 3413 170.0 2361 Q
1s h 170.0 M17 tale 1761 1700 1700 /Ale 743 1190 11163 1700 '1072 1190 22% 190 1754 1ra0 7650 1190 1362 fra0 703 170.0 7896 700.0 547• /Ale 236 1 .1 9190 7640 2170 1760 8190 160.4 al70 Q ypZ $
vs r 170.0 1604 Tra0 709 Ina 203 190 1617 170.0 7731 1700 1070 tale 2650 *4 -
'1
I"S 27M 170,0 1271 1463 2754 20.9 1333 1216 2717 140.42201 1 0 2754 728.0 7734 927 2767 1x0 11710 N N
171 N 170.0 1039 iro.o 113 1ra0 1086 1700 7700 7790 1]09 700 1932 fall Is2t 154.0 2632 1923 270 180.6 266 MLI 1216 11911 1472 t28A 208 MU 7x1 2170 764 2832 1063 1098 w K
Y
t20r F.
1120 7760 7654 10.0 2fE 170.0 1869 164.4 2762 9911 1054 13.1 2262 120.1 2262 1272 193 1061 1702 131 1976 90.1 7[62 968 1972 720. 08.9 low %.6 2751 MA 13011 j
1MN 120.1 tae 1766 140 1048 1554 1061 5476 1194 1654 01.5 M% 742 1654 867 1390 066 1064 72.9 1378 426 1154 06,7 >3s 821 1554 1190 1193 1654 492 1806 ant 1554 MI 1763 QQ >
TABLE JOB Q k0)
Anchor Gpecigr T" ) ANCHOR CAPACITY ADJU67M6HT FORMULA:
ANCFiDR CJ1P.,d�,
tlk C.I.M. 3.64 Coc H.Mo. FLW CW P iNoo4 Ye1r1 (DP)X t )=AMCk10R CAP.�o
w Sa boo Srlr H7m w Zi8 Elw mead
543 itt 841.1 ALU UOry CAP"r•,
Arcllor CAP Patlalls 70"`•0' �'�N0°lareo® w Eso Ubsam end Ltr Bro 16!61199 w Eloo UYeom � Saar l�Sewr ) 9oirr lG6) USE THIS FORMULA TO OBTAIN THE'MNCFIOR
EapO p0. b.s0. r s•7fr r alfz 3.1711 ralfr r Rt? r 3-tir r 0.4r 0,641 1 C32C CAPACITY REOUIRED•CORRESPONDING TO AN
Er811.1111r M 1-3Wllate fare Saw• r +-w t-w• 1-w t-w +-w 1-w r tar / 496"9 4 ACTUAL PRESSURE REQUIREMENT FOR THE
2 A142eO 04. O.C./ 7 a age 43 MD M44 b 270 b 210 354 as 140b. 4911 654!4 1162 b 3751 420 la OPENING.WHEN IT IS LOWER TIM THE MULLION
4 A11�O4.0r Na.O.G/LYsnsul CNP 174. 7110 b 760 b wool t7We$ 334 b was was 706 b 1400 b 068 b 7104 b 2364 b 062 b so 1120 b CAPACITY(FROMTHE TABLE)OF THE SELECTED
B MrAn4.1rr air O.C.f a"a"d Cop 679 1160 b 1400 b 1010 b 2006 b WA NN 90 b WA was WA WA WA 130420 1540 270 b MULLION.IT WILL YEW A MINIMUM ANCHOR
1 AM••Y r 04.4 O.G/W 263 Aro*pip 6TG roll b Iso b flea b 540066 03 b 640 b No" WA Tao b m Its 860 b 2164 b on an s40 1120 b CAPACITY WHICH MAY BE USED TO OUALIFY
s Arches Y ITh O.G/(17 ars Nde Ctp m 0 Ms0 b 1654 b 1380 b 3120 to 3792 b 1063 b 1120 b WA 1620 b 1117266 1780 b 4728 b 1304 b 1080 2140113 ADDITIONAL ANCHOR OPTIONS FROM THE
12 Aorlrcs e t.r 18h 0.G I W 2r6 Aro*Ops QFb. 1600 b 2100 i t44p b 371096 WA WA 1320 b WA 16001811 WA WA WA 1868 b 2620 300 b ANCHIOR CAPACITY TABLE PRODUCT RHV
4 AIIrA11r 0 1.311 1Yl O.C.f lF�,rb 111'AtsA.PIp. WA WA WA WA WA WA WA WA NIA WA WA wA WA Na 5432 b m m.0yigt wmb dw Florida
t Aermn Q 0.K 61170 O.C./ll-p1P.880 tfr 7011111.ff10,93 WA WA WA WA WA WA WA WA WA WA WA WA MM N01 206/b 1-- 2.000--1
2.000'---N AW�C 60 Q/
I And•rc 04.00.6170 O.G/F47p(Fie 107. 390 b 913 b 480 to 30 b 1632 b 2706. 290 b 761 b 710113 463 b 661 b 1107 b 326 b 4101 560 b �6
•AMrn /.7r 8131 O.G/F.CNp ,it 690186 700611 Epp b 1263 b WA WA 470 011 WA 7013 b WA WA WA 802 b Bq 11201. Z5P
;�Om
hoder3
BY
•• ••• • • • • • 11\111117/ff
FIGIItE 1: FN3l1RE 2: FIGURE3, FIGURE 1: FpIWE 8: FiGl1RE R FIGURE 40: FIGURE 11: T �S: • • • • • • • .00 .
• O • ale • • lee • • e • e• • 1111 • • •• • • • • • \` � `( f,
o e e o 0 0 0 0 o e o o • •e • •• 0 0 0 • •0 1)SEE S%IET 1 FOR INSTRUCVONS ON USING THS TABLES SHEET 22 FOR INFORMATION ON ��•t� JGF14Sfi '•�F'Q
LOADW-SEL•9HEETS"FOR SENERALMSWtLATION 8000•
0 o e o o e o 0 0 •e o • •e • e e o • • e e 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS OPENING WIDTHS IS ALLOWABLE, *.• NO.58705
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 18-20.
o e e • o o • o e • • • .e e o • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONT UNUSED HOLES.HOLES MAY Be DRILLED
FIGUIM 5: FKAJ RE 6: FIGURE 7: IN WE FISLA POLLCW V46 DIMEWWNS SHOWN ON SHEETS 2(k - w\
4)SUBSTRA?E8:CONQtEJ�S JLG 1 C�l('/ITTONS.HOLLOW AND GROUT-FILLED S} E O�(t
• • • • • •
HPAR&
ANOIE MNS� � WOOD S-T5 ABE ND E A MINIMUM OTFD :O •.(FKXMB 113111 �N ]]]777��� C OFj)���666..- BE 8083-T6 MRD BE A MWSLUM OF.125•6.7) TWCK STEGL STUDS TOBE A MANINUM G@AD[33AND-O4E (118 GAUGED.STRUCTURAL STEEL TO S'MUST BE BE AT LEAST.126'THICK AND A36,ALL ANCHiORS INTO MET SWILL EXTEND AT LEAST 3 SCREW ff/ONAL ,USED N THREADS BEYOND THE MATERIAL. TXd•X21r A LYNNIMILLERP.E.
M LLK)m FL P.E-#58705
• • • • • • • • • •
• •• •• • • • •• ••
000 0 0 0 ••• • •
TABLE 11A
YUIbR C3 Tabp
Op•111•I 96HdY1(107 -im;mula1LL)a Opening N•gh1(or
60 a
sob Tw001. 00 d 106 in #
120 d VA d 190I. yJOi g>1rtdw�a R-dwwAw Twp/f�f.p, Retlrgy4f uwnh-a, R6pnp� A6p/fin01- fba..T1I 11I 1 I IflIo If If TII 11I 11 m, tlm0 7np�I�nO pM Tww*m TI.M7NP RWYJr TNPr769ni 300 o
1.2!'12.11' L.0dY19 Lwm1 IO4d110 LO•ftV yy¢1ft0 I••�V In3�0 7•+dV L.-ow L.•d0• I00ddp Looft Loaft 1449070 L-ft I-" 4
T&166 was
i 11 Tm,i 11 Tm,i 11 Tw,i I I I i ffil, 11 i 11 Tm,i i,Tm,i 'a I I I F111 i if T111 i
.201 ,412 626 167.6 ,29 ,tax 6Z0 1449 4,. ,619 I 67 13.0 N. 00., 670 134A 411 90.1 6x6 134.1 411 711 636 U{t 411 00.1 6x6 1317 411 6.6 626 134.1 .,, 46.1 676 134.1 411 _
4611 96.0 {03 1060 303 60.6 400 01.7 Sib 00.0 4W 90.4 370 00.4 403 MA 317 617 400 79.1 316 463 400 7DA 341 400 400 70.6 311 6 433 70.6 SU 462 403 70.9 314 J
60.626M 623 362 91.0 307 6l6 362 79.] 2W K0 ]02 71.0 20 61A D6x p2 200 46.7 360 64.6 214 412 302 030 200 34.3 362 iib 10.1 4 96P 616 263 xL7 362 616 m
a 11 AA 318 74.1 707 60.6 DiD M.2 761 N.6 JH 67.7 766 Q{ 319 630 263 37,7 310 60,0 260 319 3u 49.6 242 20.3 316 40.1 319 310 ICI 2W 212 316 40.1 246 W
600, N.b 266 63.1 210 {L2 x66 46.7 211 36.3 260 40.7 2W 30.0 260 V.2 x07 270 336 34.9 7W 21.7 266 77A 703 ffi6 266 312 201 , 7 260 322 204 746 266 S22 701 Im
M
i 63Y Q7 2]4 /60 x00 76.0 7J4 30.1 106 30A x]I 34.7 162 ffi7 234 31.6 iN x17 234 xp.4 106 2/A 2]/ �.D 134 17A 2J4 20.6 163 1 3 234 20.5 103 1S4 234 70.11 10J ~ W
0.p 6001 772 21] J9-4 193 31.0 2N 30.7 ,79 x0.6 213 700 176 212 213 27,0 779 T0.0 213 76.1 170 10.b 279 217 Min 16.6 x,0 712 167 / 3 xq ZZO 700 t,.e 213 x10 ,60 CL
W
72 d 740 IT9 30.1 166 110 770 746 1� 20.1 779 216 1N 17.9 179 20.3 147 t49 170 147 146 Z
7601 4 44T
26.3 167 ffi4 140 2113 ,61 21.0 137 VA ,67 79.0 7ffi 16.2 161 17.0 133
70M 120 167 270 /]3 70.0 162 10.9 137 141 160
TABLE 11B Z C Q W
AI10h/w C6p9eMy T"b Obs) ANCHOR CAPACITY ADJUSfl1EmT FORMULA Q - Z
S11MIw14, 1h Co11rn10 3AO Cabo. 11o0.0 cmu Frd CUU PT01l4d 6M• CDP_)X/ABIGHOR GAP.,,�,�,�a ANCHOR CAP.
Armhot CHP Paomm Aoo•w 1YpOc 8/N'Edo UYaom W am uft. 6'"r oft ens'EYoo tNlwoall IK Eioo IDOae.• W SS Ed.6110 ElOo if4.88 Fico 019 SMI 017 Dtx 8110.1 N
A09w1rllr U01acm /1g0w(,'ao, S.wr(O6)Bow• 1 6aaar� USE THIS FORMULA TOOBTANTHE'ANCHOR QW' 04
X Y
Edp oI.I.1n g0. r x-ur r A1? s-w r 2-Yr r 2-77r r sw r 0.4r a 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN to
EAOa•71a0I 1dN" ,-W fae4' Isrr r 7-W 1N4' ,-W T 7-w 1•w 1-w r 1.310 , (444aay{) ACTUAL PRESSURE REQUIREMENT FOR THE
{ 61h a W 1111 A.y/ (Fi0 1 700 r 760 r 600 r ,666 r 1D9e slot Geo r Ra 7sor r MO r x364 r e62 r s4o 7437 r OPENING,WHEN IT IS LOWER THAN THE MULLION < Z O
CAPACITY(FROM THE TABLE)OF THE SELECTED 0.
MULLION.IT WILL YIELD A MINIMUM ANCHOR n
CAPACITY WHICH MAY BE USED TO QUALIFYRix
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND$MET 22 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.286'-) REVISED
>d cony11yf6M w0h ma Florida
2)LINEAR INTERPOLATION BETWEEN MULL LE14GTHHS ANDOR OPENNG WIDTHS IS ALLOW CoOe
FIGURE 1: Ac.ap9rlcc� � 6
• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SIEETS 18.20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY DRILLED IN BY
THE FIELD FOLLOWING DIMENSIONS 2.110' Mw•i
Fla
ANGLE CUP MUST BE USED N PAIRS. SFS ��-• • • ••
• • • • . • • • 1�. 1111111!/,
Ij SUBSTRATES:CONCRETE SHALL CONFORM TO4AC13il16PBC�ICATIONI,HOLLOW AND -FN.LED
CONCRETE BLOCK UNIT(CMU)SHALL CMIFORW110 ASTM3C-0.WOODSNIALL BePRESSUHE-REATED _� `���ON�,�.....�((�c�'�.�
YELLOW SOUTHERN PINE WITH AN SG OF�.65 -'mow.^. AE &A MIN OF.12b' .. T ?'��••�GENSF ?'
THICK STEEL STUDS TO BE A MNMtJ�tla 33- AjM(18�):$TRUCTIRtAL TEEL TO BE AT ,26'X 2.11'X.Ur MULLION •- '•�c
LEAST A 25 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW TADS THE MATERIAL. BEYOND (INTEGRAL FN MULLION) * No.58705
••. • ... . . - • G oil LiL,`
TIE OF
NAL
A LYNH1 Iwi(LL�R,7P.E.
FL P-E#58706
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
r
TABLE 13A
Muton T1Hhb ��9xs
for �ft W�&r nalMons)or Opening HMipl7I(for horiaol•917 ep•1e11rp muse s) N i
wh 7pr C fe
T
wr wr tar 1, mor 1wh
RstlaRpW/ Tep/fOrO tlsdsltuls Tn9r10•lp ihas119�491 TnIVIO•t. RIC10n9Y• 1 C Ra8Yp190r TaplTdow R6CWt1461 TrNT--- RshstOtir flR/td41t. R70YTdrip R1ci q1• Tmew m. Q
&W 46 Laa•ne tuft Lam• Lufet Low"1i LosflO L9af0 Losft Loft Luft Lafp tuft 1-000 te5y0 Lasft Lpaft I.a�adet RY
OEM AL IiT
BAY MULL 11 Tm,i lil, lIi I Iad � a ! 1 1 1.if if ill-KI. _ � � � N
11 j iM 1 W
12h ,70.o alp nao 436 nao 7wt
4eraD 176 170.0 e80170.0 606 1Ro 902 tmD 619 /mo 1116 Imo 521 Me 12p 1Ro 621 Imo Hee tR.o 571 1 0 1736 t7oo 621 Na3 191 Imo 607
r 171X0 707 170,0 fill 170.0 660 /m0 ew 170.0 697 1700 e3o tra3 I/n 1m0 eet 1m0 /zri 17-00 677 1RD 14/7 tR0 aeo 1637 1617 170.0 010 3 1-037 170.0 sw 1720 7637 170.0 600 J
J
50.676h 1R9 747 1m0 60.1 im0 666 im0 031 176.0 1016 1m0 ON 1m0 I 1196 Imo 727 1R0 1346 1ra0 747 170.0 1414 1m0 766 1471 1667 170.0 701 1 1652 tm0 766 110.4 1457 1m0 7m
fir 170.0 707 1m0 617 1m0 066 1R0 B01 170.011711.0CD
754 Imo 1716 17xO 0.3 170.0 148{ tm0 69 1012 /401 /ra.0 666 1263 1466 170.0 601 t 0 1460 170A 001 01.0 7166 770.0 601 m O
0.r iR0 001 7ra0 701 1R0 1051 7U0 717 1ra0876 167.1A"4 901 130.7 13W 170.0 m IM7 Ime 1435 994 101,7 130. 187.1 067 /8a 157.1 062 m0 18a 767.1 962 m
03 in 1R.0 930 7m0 746 1m0 1110 /R.0 910 102.9910 1425063 7267 1247 162.0 906 1H.0 120 141.9 062 00.0 12(7130.2 996 n t2A 1387 906 71,3 len tl67 936Mr 17-00 974 tR0 700 7ra0 ttw im0 9Do 110.4es 170.e916 1%4 1HDa" 006i1C9 tta IM4 9N 66.6 110. 1193 896 N 1/0. 118.1 Eva baa mo 110.1 000Z72r 101.0 1010 100.6 677 1-04.7 1010 144.6 669 115.412 107.0626 603 1010 106.6 817 80.6 1010 Wt 007 07.3 1610 900 796 9 1010 87.4 790 fay H/0 97.7 709 Jr 19.4 pa 1456 702 114.6 901 172,0 776 961 n 869 7K R3 905 88.2 730 617 M 0-3 720 9A a0 747 714 am 712 710 429 901 m6 700781 t9.1 661 132,6 76! tOSD 0.7 tt2.5 735 90.8 061 98.0 725 70.4 714 70.6 661610706661 76,1 664 00.0 011 661an 861 01.5 W5 30.7 bei h 627 618 854 A4 60.9 601 721 601 'i/ 016 629 664 61.7 816 160 616 60.0 89 w.4 601 47.0 83D 346 648 41.6 619 601 382 511 Me 610 %f 607 go
Min 662 600 Rt 608 36.8 906 60.7 4a 467 566 61.4 467 420 50s 466 463 9.0 me 11.4 470 34.1 500 361 470 29A 606 51,4 409 2l 886 lab 462 27.3 800 26,7 10 r' W„Z .O..
/OB h 47.9 149 169 406 30.0 119 112 309 642 401 95.7 901 20.9 wb 31.7 367 268 4i 266 302 759 149 261 97 2Q0 414 72,7 640 V. 401 10.1 301 %0 149 %0 368 (n
111 h Ili 421 460 306 366 426 9.9 379 313 425 320 373 9.6 425 261 367 265 425 282 882 121 426 24.0 350 161 425 267 360 / 425 %6 9q
120 r 84.9 304 366 367 70.1 861 70.0 328 24.9 764 26A 821 21.6 914 72.0 917 %1 361 20.b 313 T/.6 961 %7 809 F 0 j
LU
1w h 20.2 767 20.4 0.3 %0 %9 17.1 290 („) Q l7
TABLE 130 Z
AnchorCspacly TAb(es) ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP., ,,,,,
2.76 &a& COna. Ho w cm Filed CMIJ PT96ow 01sr1 (DP)X( ).ANCHOR CAP.-
Antlla Clip P7Wetls AlrAor �•Eloo tteacm w Beo 19e9am 6160-B'0D arty Hoo 1ttra0m w Eteo u9ao•t
wa8E.-51W60. w138Boo 6109011 to 912 a" MUUgNCM.�,,
�t AiWee" UNWan AMeGaW saw f"same 9o•r(06) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Etlps 691 In r 2.1/r r 2 Irl 3.166 r 2 trr r 2111 r aur r a1S oar a.str CAPACITY REOUREIr CORRESPONDING TO AN
E••4dwen 1.14' 1301' 1314' 1�M' r 1-w 1-w 1-w 1-w• t•w +-w r OAr 1 ACTUAL PRESSURE REQUREMENT FOR THE
1 A1dto•Q O.C./W 2x6 1 3wb 390 b 460 900 7700 b 270 b 364 �°4 OPENING.WHEN R IS LOWER THIN THE MULLION
4 AnUms 56'Alia O.C./ 2x8 408 b 720 1762 b b 120 wt* CAPACITY(FROM THE TABLE)OF THE SELECTED
R) Altr Clips 60.2k 70.b 7w b 700 b 190 b 2626 on iw b MO b - 1t20 b 066 b ew b 21841-0 452 b eM 1120 b MULLION_IT WILL YIELD A Ir/M11MAllht ANCHOR
e ApoOas 27r ith O.C./T9 216 AoOb Cha(Ftp a 1120 b 1120 b 901 b TN6 b 2254 In MfA 640 b WA 1060 b WA 1320 b WA 976 b 1700 1690 Ext CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE. PRODUCT FISF Florida
TABLE NOTES: 901°6
BvikshigCode
we No - .O
• • 1)SEE SHEET 1 FOR INSTRUCTIONS USO THE TABLES AID SHEET 21 FOR INFORMATION ON LOADING. )1P
SEE SHEETS 2-4 FOR GENERAL INSTALAL LATgN MET1K)OS. �
FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND"OREYYIG WEr"ISI,LLOWAB*' ••
• • • • • • •C• • 1111111///
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SdkLE.FOR �`y;} \��� '(L .4f,
• • • • ALL MULLION CLIPS MAY BE FACTORY MACIiNFA AND COAT� B'^ 18• N ��i ,...... .. (F�
THE FIELD FOLI.OWNG DIMENSIONS SFIOVNI ON�ETS78' ••• •• • • • •• .125` �'
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT 3. . *: I,)p.�j8705
FIGURE 3: CONCRETE BLOCK U1NR(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE.TREATEO =
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMVM SW68E 8083--V AWX#MNIMUI4 OF.12r -_
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 A4p,%W Tk4CH((18"JG6l STIBUCTURM6STGEL 10 BE AT �•BAY .'O �1 3 ()
LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SF441EXTENO Ar LEAST 3rSCREW TAREADSSE1OFlp STA E
• • THE MATERIAL. •• • • • • • • • • •
MULLION
Z`
ANGLE CLP(FIGURES 1-3)MUST BE USED N PARS. 000 • • • 000 • %FS ••••• . �;
'' S10NAL.
A.LY41IMILI-k.P.E.
FL P.E.#58705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
-j tow �� 1.000' �-- I-1.000'-I I- 12517- . �
SIR
--� 1.000• r- -( 1-01v F~ f-,2eNr- leice $
.126• .125• .
p �
.12s U13716�*
25 2.750' 2.760• .124 a12s '1 x188' � liY
2.000' 2-OW AW
2.716
.125'
L
T .g76' Epp. L .125' Z
I -T T .soo• T
1•x r X.126•MULLION r X r x.376'MUUION 1'X 276"X.375-MULLION VX 2.75•X.660'MULLION 1'X 3.126'X.5'MULL1% 12V X 3.188•X 206'MULLION 126•X 2.11'X.I 2fr MULLION �
0083.70 AWII. 8083T8 ALUM, 6003.70 ALUM. 6003.78 ALUM.
X-8ECTION XSECTION XSECTION 608370 TUM. 806376 ALUM. 8088.78 TUM. w ..
XSECTI011 XSECTION X-SECTION X-SECTION W N �
�ym
-.7z6' f-'tz5 TABLE A F O m
LI-CLIP
e08TUM. 2xaANGLECLIP Dimension value(In) For Mullion: Z W
80
STANDARD CLIP t XSECECiION �
0376 TUM.
2000' I 1,826X-SECTION
I 2.175' 808378 ALUM. A 1,826
2000' X-SECTION 6 2.654 1,XT X.126' D.
125• 126 C 0.896 TAYsMarnn j
D 0.740 0 Q m
£ .,25T� 1 E .450 Min. Z
IFS A 1.125 N a o
740' Z
6,500' 8 2404 1'X7 X.375' O
CUT HERE TO .376• y
.375 at25- -•�_CREATE F•CUP,SEE MW. C 0.836 Alutynun
MW. DETAIL F.BN�T 4 £ .938'MIN. 6.000• .375'kdK D 0.490 Tube Mullion U Q
0' E 0.460 d ZO
0083.76 TUM.
1.15' I A A I E USED FOR TLI•XrANO A A 1.875
O.C. 1•X 2SHEET8MuypKg, 0.912 ---- - B a00D Y X 275 X
TOPVMcW C 0.757 .376 Aluminum
`- 0.31r 0.225•TYP. 9.000'MN. D 1.118 Tube Mullion
STANDARD AIAL CLL
0083.76 T2X6 MOLE CLP Min.E .450
0083.7
TOPVEW Q Q0T3�TW'' A 1.312
B 3.000 1"X 276"X
338'MIN U•CLIP TABLE B C 0.478 Aluminum
6003-T6AWM.
r x 3.725 x.500 PGT Part 8 D 0.836 Tubo Mullion PRODUCT'REVISED
6.500• ,375' A � MLnS ONLY.SFIEET 0 MuN Dlmemion obeel s) E .450 Min. •S aaoWy00l Wits tM p�"
.376'
MIN. MIN. E TWVEW Mullion Std.Clip 08eat Clip U-Mp Angle CUAA 2.000 B-mew Coes
MW. No
1•X r X.125(5) em e88113M OW118M 588243M 6W511M B 2837 1•X 3.126•X '0 .0 16
I i'X r X.3717(8) OMW W6114M e881119M e88244M WW12M c 0.863 .500'Alun
1.t5 (� D 1.137 Tube Mule
IAIJ. 1•i 1"X2.76•X 1 %%1120M 888245M 888613M E 1t1,I t I t t
O.C. 7
9312• a
.330'MIN. 1•X2.rb"X.850" •68886 / e851121M 868246M OW14M A 2826 �` pN�,LII,,,�!!
i /
-T6 ALUM. 1'X 3.125•X. ) • 1 p18M 8�1114M eBe202M 888515M B x262 1.25 X a 188" :� ��•'''�ENSF'•.FQ
726'X3.185X286' 126"X3.188•X.2W(12) 86841M 8961117M 8e81113M 886
1M e18M C 0.882 X.286"Alum
D p MULL ONLY.SHEET 12 D 1.782 Tube MW = *' No.58705
TOPVIEW 1.28•X 2.11'X.125"(15) 89370 WA WA WA 888617M =
C
• ••• • ••• • • E
NOTES • • • • • • • • • • = O I) 7`711 OFFSET CLP '1� t • • • • • • • • 128•X 211' bFF
006378 ALtAI .740' �� � � 1)ALL MUWOIf S'�*��Y�,BteFA 1.813 .121•Alum ��O••.• STATE
TOPVIE1lY -T-� RI
HOLES MAY 9E"ILLED i%THE. FOLLOMIM DWGKM&SFVEN SHEET.NEEDED. Tube Ml� 1���C`s'FL.... .••��9
5/ttOttNA�
2)SEE S,EETs 2-4 FOR N3EMF3ip1 INSTALLATION METHODS. A.LYNN P.E.
FL P.E.#58705
-1 1.000' - 1.000• �--
710"
4.000' 4.000' 2.000' .126' a
-12.5' .125' I 2.125• �y
2.000'
� I I I
.125 r i .126' N
LJ E
V1 �
.125 STANDARD CLIP .,25' U-CLIP Z
8083-78 ALUM OW3•TB ALUM. 2X6 ANGLE CLIP JLD
.375' X.SECTION XSECTICN 6083-Ta ALUM
T XSECTION j
t'X4'X.12S i 1•X4'X.377 m ��
MULLION MULLION -5.500' W In
6083-78 ALLBd. O m
XSECTION 6003-TO
.376" 9.126'--'")�=O, .375• 5.000' .375' FZ2.681• MIN. I rt MIN. Z I
n3(rz
I .338' Z W£
MIN (1 I O MIN.
�O.31r -M� 0.317 MK O_
.1252.976'f F 4 F p o rn
Z $ro
3.250• L I to Z30*SAY MULLION0
0083-T8 I O I O 2.71'MIN.O.0 y
XSECTbON -�. I O (BAY MULLS) 1 J co
O O 3.00'MW.O.C. 0Q O
0226' (1'XrMULLS) a•- Z .N
f �k
�'� .881•-�
STANDARD CLP uCLP 2X5 ANGLE CLP _
8063.70 ALUM, 8083-76 ALUM 6883-78 ALUM.
3.488"-- TOP'VIEW USED FOR ALL T TOPVEW
X r MU1X1NS,
Qr� l SHEET 11TOPVJEW TABLE C
.375_ .975tendon ohn(in) For Mullion.
F 3.887 1'X4'X.125•.125 1.15 ^ O G 1.000 Aluminon
MIN. I H 2.680 Tuba MullionO.C. f F 3.187w.s1r rRODucr Rsvt46'BAY M 2.260' I 1'X4'X.375' w ` Florid•
8083-T6 3.000• G 0.757 Alurtdnm Do•IdnsC•deXSECI H H 2430 Tube Murton p�io r 1(r
O O F 2.813 30•Bay Mu8 By
O •• ••. i ••• i •• F 2.875 4W Bay Mu8 M.d
• •• • • • • • 1111I1IJ I,
G • •• • • • • ••• • ���
125 ••• ••i ••* ABIPED • • `�� ON .........,((F
.740' f Mull Dimendon POT Part* ��•'�cENSF •• P
ld-t Y) 18uNlon gm,Clip Oflwt ql LLgip Angle Clip __ *: No.58705 _
NOTES: OFFSET CLIP • ••• • 4'Y4.r4•X.12S•(10) •89364 886111M ONI122M 666241M OM18M •' �l
6063-T6 ALUM '
1)ALL MULLION C1JP3 MAY BE FACTORY MACHIN AND T�VEW • • • • • 1'10(4'X.37b"(11) 88810 686112M W81123M &WA2M 8886184.8 til
�7- , •_([/`
CONTAIN UNUSED HOLES.IF NEEDED,HOLES MAY BE DRILLED IN •• • • • •
THE MLD FOLIOW WO DA-48"4 GIVER ON THIS SHEET. • •• • • 4f�Dspnedgl8 88848 WA WA WA BB85110M �'��` ''•.!�[oa1oP•'G�
••• • • e1 ,
) 2 - GE- - 46 Doyres(17) 88850 WA WA WA 888511 to �'��sS/ONA�
---- - -
2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
A.L4fl(1'dtlLLW,P.E.
FL P.E.#58706
k
H
TABLE E
Mull Dian•aaba PGT Part 0
�t� Mullion Sw.CRP UCRP A.M.CRP I '�r'-'-725' I --•�r--.125
�{F--.125' �+
r X4"x.21?(13) 68802 868281M 686271M 6866112M O
r X 6'x.25(14) 66804 GN252M 688272M 6W113M ' STANDARD CLIP F
' Lk C" zxa ANGLE CLIP
80 3-T8AWM.
NOTES: 2.000" I x-SECTION 2.1125 I 8063X•-TO ALN 2.000'UN 8083x-TS ALU1 �Y
1)ALL MMLION QJPS MAY BE FACTORY MACHINED � .125' L ' I •
CUffAW126• L 125• a
AND WOR"UNUSED HOLES.IF NEEDED.HOLES p cQ
MAY BE DRILLED IN THE FIELD FOLLOW WG T '
DIMENSIONS GIVEN ON THIS SHEET. 1, 1.450'--. 1
2)SEE SHEETS 2-4 FOR GENERAL INSTALLATIONJ
5.6(10"
METHODS. _ CUf HERETO
9.600'----i U �i
.376' I W o
2.000' MIN r SH�74F � MIW. 8.225 .37b' --53.0o0•MIN.O.C. .375• O M
MN. ro
z
' O Z w�
1.344' 0.31'
t71s fI
4.000' MIN.O.C. 2688" O.C. f d
sbo• r xuuLXaN� ` - -- B.str 3 936• f � a.4s6•
808& 3.438'
O O nn MIK z O
_ 2820• - .Ba7'M W.O.C. V 2 a ?
Q
•� STANDARD CUP �IFCIP� 2x6 ANGLE CLP � � Z g'O
8083-TM AUML �•5 uL
TOPVELV USEDFORrx4' �py¢W
.-& ice
5w MLN.Lx7N.81IEET 13
2000'
CVT HERE TO TOPVEW
z/v3.600'_CREATE5.000-
SEE
DETAIL F, .___....__
r�,
r SHEET4 �- 0.22b' aOolr -�.378'
375• MIL
0
i
1.715 I 1.344'
MIN.O.C. - fl O.C.
\ (1 n O 1.500" PRODUCT REVISED
M
9.31' IMIN. asilda*
.25UK PLaih
0' 8.000' F --- P�
4.885'
t- 14 5.436' @ -
rxrx.25 fb •o: : '.
83 I • ' ••• '• '•� • • ••' �`4� VC£NS `C
80
- X.SECTION I f•'
58705
O 1 ' O y MIN
• • • • -'610 MIA.Off. • STA OF
.250'
STANDARD
CLIP Y
•• • • • • •SLP•
6053-T RD • • • �,C�•-•.FCOR10p••���:
• •• • • • • • �,``
0�T8 ALlAl ••• • • 808►T6 ALUM.••• • 2X5 ANGLE CLIP �i S �
TOP VIEW USED FOR r x s 603-TG AUAL
MLS.L7ION.sttFET a ToPvIEW A.LYNNILL�ER,P.E.
0PVIEW
FL P.E.lR 587M
• • • • • • • • • •
• •• •• • • • •• ••
640 0 • • ••• • •
i
EXAMPLE 1SINGLE VERTICAL MULLKM THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1N'.Y 4EOPENNN 3 REQUIRES A DESIGN PRESSURE OF.80.01-60.0 PSF.
--_NOANCIORS IN HEAD 1)WrtW LY ASSUMING THAT A V WIDE MULLION IS SURABLE.THE MULLION LENGTH IS 7Y AND THE Opa ING WIDTH 13 32°+32+1•=ff.FtEFERENCWG SHEET 22,THE COLUMN USING
--- - RECTANGULAR LOADING MST BE USED.SCAN THE MILLION TABLES FOR A MULLION THAT IS AT LEAST NWJDOW FRAME DEPTH OF 2-1M AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF.604f-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EDUCT SEE•USE THE TEXT LA IGER SIZE AVAILABLE.WE
f13E81RATION OE LS FROM TABLE 3A.SHEET 7.THE 1'X 2.76'X.375'MULLION(LENGTH=M'.OPENING WIDTH=707 MEETS DEPTH REQUYtED.HOWEVER THE DESIGN PRESSURE IS+/58,3 PSF AND WOULD
g Q
PRODUCIB QTS NOT BE SUITABLE FOR THIS APPUCATpN• Y'
A4RRWAl N �Y
n, FROM TABLE 4A,SWEET S.THE VX 2.75 X.660'MULLION(LENGTH=7Y,OPENING WIDTH=7D7 HAS A PRESSURE OF+1-M.7 PSF WHICH IXCEEDS THE REQUgiFAME7NT5 FOR THE
MWgp OPENING AND MAY BE USED N THIS APPLICATION.NOTE THE ANCHOR CAPA(:ITY REQUIRED OF 836 LBS. lei
I EHSIN •N
4 (� 2)USE TABLE 46 To FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE SUBSTRATE BOTH THE STANDARD CLIP y1ITH(4)i12 ANCHORS TI IE 2X5
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPAgTY OF 840 LBS.TFHOIXiH ERFER ONE ODULD BE TME STANDARD(XJ+IS EASIER TO INSTALL. ca
SEE 04
O
SH2.3 EE S. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTE THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION PRODUCTS.WILL
APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MILLION THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J
V _� INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS To MW 3K
W THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-80.0 PSR.THE OVERALL MULLION SYSTEM WAS ERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 836 LBS.ALTERNATIVELY, w
Aro AN(3�ORS 'SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACII Y REQUIRED FOR THE EXACT DESIGNPRESSURE OF 80 PSF: m
636 LBS
(60 PSF)X27 PSF
�� L1DTH 7 )=624.9 LBS (MAY BE USED TO QUALIFY 110 STEEL SCREWS FROM TABLE 4B) � aD
OPENHm0 wIDTHI �
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE THE OPENING REO
HEADER AND STIL, WINDOW FRAME DEPTH I3 2�IB'. URES A
DESIGN PRESSURE OF+60AtS&O PSF.
FOR THE VERTICAL MULUOR
1)INITIALLY ASSUMING THAT A T WADE MULLION IS SLIT Q ?;
ABLE,THE MULLION LENGTH IS 32'.M",1'�105 THE OPENING WIDTH IS 3r+38'V1'=73'.REFERENCING SHEET 22, Q Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A THUT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL
EXAMPLE 2;u Ian MUWCNS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-66.0 PSR.IF THE TABLE DOES NOT SHOW EXAC.'T SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W
MLIL woTH--��-- FROM TABLE 3a, 13ESU THE 1'X 275'X.378'MULLION(LENGTH=108'.OPENING WIDTH-an MEETS DOTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS./•16.1 T� � 5 6
AND W6ULu Not BE SUITABLE FOR THIS AN'PLOGITION. IXaL O
FROM TABLE 9A,SHEET 13,THE 7 X 4"X 380'MULLION(LENGTH=108',OPENING WIDTH=80)WAS A PRESSURE OF+/-04.7 PSF WHICH EXCEEDS 7M REQUIREMENTS a.. Z
SPF FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQIIR®oF LBB.
s� OETALS y fi
F D bUION �
PROBECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD T TO THE WIDTH OF THE MULLED UNIT.THE # ' .
APPROVAL
ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED 'WITH E 38'+3@'+2 74',NOT 73'AS H>AEIAQUSLY b
THE 73'DYdEJSION(3611r+W1111`2-73'} OPENING.AL NAMELY THE WINDOW WIDTHIS MAY BE REDUCED TO MAINTAIN
I j 2)USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CON RETE SUBSTRATE W THIS EXAMPLE•ASSUME THE POURED
I
CONCRETE HEADER AID SILL ARE 7 WIDE. THE MUALION CLW WERE TO BE(ENTERED WITHIN THE r. MUST BE TAKEN 70 MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLIONm x,SEE eff - USING THE STANDARD CLP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN NOMCAPACffYOF105OLOSMOMISOREATEKAND
• DETAI% DETAIL E. THEREFORE SUITABLE.FOR THE REOUIREO ANCHOR CAPACITY OF 971 LBS.
OPENING SHEETS ZO SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
I
FOR BECAUSE THE VERTICAL WILL BE A 2'X 4'X.257 MULLION,IN THIS EXAMPLE WE WILL MATCH THE AL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
MULLONI7Yf+E COULD BECHOCHH SEN.
IRODUCT REVISED
1)THE MULLION LENGTH IS 3('AND THE OPENING HEIGHT IS 32'+M'.Y=106.REFERENCING SHEET 22,THE COLUMN USIHO TRAPEZOKWfMMoUUAR LOADING MAY BE co-Wlyft-4 Ds FWcb&
USED.FROM TABLE 9A.SWEET 13.THE 7 X 4'X.287 MULLION(@ LENGTH=42',OPENING HEIGHT=120)W 5 A DESIGN PRESSURE OF+.170.0 PSF WHICH EocEeDs THE � ,(��
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY OF 521 LBS. No
GEE
DETAILS. 2)USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AHD CUP TYPE REQUIRED FOR THE CAW TE.IN THIS EXAMPLE,ASSUME THE CMU.IAMBS ARE Ir y
&ffT8 WIDE.7 THE MULLION CUP WERE TO BE CENTERED WITHIN THE Ir,CARE MUST 1E TARN TO MAINTAINTHE FASTENERS EDGE DISTANCE USING THE 2X5 ANGLE"s WITH
(4)3f18'U.TRACON ANCHORS AT AN EDGE DISTANCS OF 16 QnES AN AOrAM CAPACDY OF SRSLBS IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED 111111 I I D
ANCHOR CAPACITY OF 521 LBS. • • • • • • • • •
3r.HORkL
LENGTH M'. 4)FOR THE U-CLIP N THE HHORIZO(fAL MULLION T ��y•:'' s2iTABLEFORTHEu_cLrSHOWSTHE :` �. F
�--OPEWQV#VTHF)RVERTrALbK&L
CAPACITY IS 1074 LOS WHEN ANCHOR TYPE IS A H2 3TEEL�SCREW.ING 3 ANCHORS.
��N �F U�,FOR THE QURFD ANCHOR CAPACITY REQUIREMENT OF 621 �}~• vC�SF
(�{ LBSANCHO - * NO 58705 FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS:
+/-84.7 PSF FROM THE VERTICAL MLLL"t
.1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATT4CHPp1pACMU: • 090 • • '0 j o h LU
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION AWAQHM 80 THE VEKnCAL MBALIOM(INTBRB CT*N).• 4L
THE LOWEST DESIGN PRESSURE E+/-64.7 PSF ANDNIDLLD APPLY T.�OF.FE00 0 M�L.L10:3.•• • • 'i Off•.• FC OR\Or.••���•
VERIFY THE DESIGN PRESSURE OF THE FENESTRAE r��P .�,,^,�i ,�,.yf$y$TE�..�,,.lc DESIGN PRESSUHTE,OF MULLIONS OR FBESTRAIION /ON A%-�?
PRODUCTS.WILL APPLY r0 THE OVERALL ASSEMURL��F'84�R'RES REQULREB THAT THHE 86TH THE h ULLION AND THE FENESTRATION PRODIGY BE INSTALLED W A.LYNNDMDLLtR.P.E.
WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION TO MULLION.
FL P.E.B 56705
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
',. . .
/ / / ! ►fit•,!'' I, � •- -. ... I
I•