HomeMy WebLinkAboutapplication & product approval ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number: { of - U ®�
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line W i r)dow S/Dc�xS
P;RCOP(?5ED Ilti%IPR{)1tEMENTICICATION .
Address: CIOL - BLICI Cwt DY I V�_-
Legal Description: v/\i h+C Li w 80 FE n I" I60 FT ar- S IStoZ8 ET of
oL t+lcI +
Property Tax ID#: 3404-501 -05 Z8 -000 "4 Lot No.
Site Plan Name: W�J I�f C I+-U Block No.
Project Name: M(r hQ l l &�Lideort
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF W=ORK
Keiwve ar1d rCP19,0C 0-2) +torizcn4a I Ido) I er W i nlbvv S
ana CZE P i Ciu re w i"nd ON S.
CC}NSTRUCTlON INFORMATIQN
Additional work toe e orme under this permit—check a appy:
HVAC Ei Gas Tank []Gas Piping _Shutters Q Windows/Doors
11 Electric 0 Plumbing Sprinklers Generator Roof Roof pitch
Total Sq. Ft of Construction:, 1 Sq. Ft.of First Floor:
Cost of Construction:$ IOC�1'� Utilities: Sewer[]Septic Building Height:
Es' "'E " CONTRACTOR
Name 44f-Ien Mars)mI I Name: e
Address: '1Mq (1 YPenzicc3 -bY- . Company:—ale g cl_sS"ESP_-.rQ�iona is
City: State: FL Address">. r�70 <S )X,)r IN U
Zip CodeFax: n City:
Phone No. 5to l -289 -2-&00 Zip Code 3LMO V, ' :';. ,Fax:
E-Mail: n 1 0 Phone : �
No: 2' `s`
Fill in fee simple Title Holder on next page(if different E-Mail:-ape-r n lits • Mau.ra
from the Owner listed above) State or County License: Ig3lo 3
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL Ct3N5TRliCTION LIEN LAW INFORMATION
.. .,,
,,; ..
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commEfncirlg work or recpr!*ng your Notice of Comme
V , AdvU 4z::�
S
Signa ur of Owner/Lessee/Contractor as Agent for Owner nature ac ns Ho e
STATE OF FLORIDA � AAte�'� STATE'OF FLORIDA''
COUNTY OF MDA n COUNTY OF M(21 &In
The for ping instrument was acknowledged before me The fog g�ing instrument was acknowledged before me
this day of 20 �by this 'day of 20 12 by
(Name of person acknowledging) (Name of person acknowledging)
LQ H U,?, P k-1 n A N 0
(Signature of NoPublic-State of Florida) / (Signature of tary Public- fate of Florida)
Personally Known OR Produced Identification v Personally Known OR Produced Identification
Type of Identification Produced R Type of Identification Produced
Commission No. a Commission No. (Seal)
KELLY WIDMAN
uldiy Public-State
9 KELLY WIDMAN
Revised 0 Commission FF 929255 .<►�'"�e`-,
y My Comm.Expires Oct 20,2019 Notary Public-State of Florida
-•« :•c Commission#FF 929255
=, �.a};� My Comm.Expires Oct 20,2019
REVIEWS FRONT ZONING SUPERVISOR PLANS VE` 'IIOBbnde t*t9fflfiM_fl1Botar AMA GROVE
COUNTER REVIEW REVIEW REVIEW IEW
DATE
COMPLETE
INITIALS
GLASS
'aP/Tq •
Inc.
Specializing in
Custom Mirrors Shower Doors • Table Tops
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HR5Sl0 tIR5510 {.{R551�
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I10„x50" 73",:37.,, '73"'x?,7„
3570 S.E. Dixie Highway • Stuart, Florida 34997 • (772) 286-0459 Fax: (772)286-0461
MIAMI-DADE MIAMI-DADS COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADAM41STRATION DIVISION T(786)315-2590 F_(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy.
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testis and the AHJ may
P P � xP g Y
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"ER-5510"PVC Horizontal Rolling Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.MD-BR5510-01 titled"Horizontal Roller-LM", sheets 1
through 18 of 18,dated 05/15/15,with revision A'dated 05/05/16,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0903.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0714.17
MIAMI•DADE COUNTY b Expiration Date: September 24,2020
14iJ�� Approval Date: September 01,2016
Page 1.
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
B. TESTS(corrrnvuED)
4. Test reports on: 1 Uniform Static Air Pressure Test Loadingper 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 series 5510 PVC
horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.15-0903.10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5o'
Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0903.10)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.,14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15, expiring on 04/16/20.
Manuel Pe .E.
Product Control4-_007
xami er
NOA No. 4.17
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-2
2.5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING
CLUSTER DETAILS SHEET 5 12-3/4"MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE
- _ B,SEE _ LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT
B"MAX. �— — I ''SHEET 3 IMAX SEE SHEETS D.SEE 2-5 ANCHORS.SEE CLUSTER
8-16 .—'�SHEET 4 15.x• 18.94"MAX,O.C.
DETA SHEETS
�-- ---- -� MAX.O.C. � B,SEE
1 8"MAX. I"�— 'SHEETS
0.SEE F —'—� 10"-MAX. r
SHEET 3+ .., _ ________
C.SEE
SHEET4+ —._._._._—._._._._._._
C E,SEE
1B" 76- SHEET3� I i
EQUALLY / (� / MAX.O.C. MAX. 72° E
SPACED / r BUCK 1 / / I EQUALLY / / / 63"
ANCHORS PER HEIGHT 1 I BUCK SPACED / / / MAX.
TABLES 17-27 /
HEIGHT ANCHORS PER BUCK
SEE / / TABLES 1727 HEIGHT
SHEETS '
9-16 15.67'
X i � X_ O' X MAX.O.C.
g•MqX — — 8"MAX
SEE SILL SEE SILL _ - - - - _
WEEPHOLE WEEPHOLE SEESILL
LEPHOLES
. 3"MAX. 4"O,C. 3"MAX. WEEPHOLE 4"O.C.BETWEENDETAILS, DETAILS,SHEET3 �._ SHEET4 BETWEEN L DETAILS5"MAX.BUCK WIDTH B EPHOLE 75'MAX.BUCK WIDTH SHEET 3
140°MAX.BUCK WIDTH
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME
SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION
ANCHORED THROUGH THE NAIL-FIN
STANDARDS USED:
GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),STH EDITION
•ASTM E1300-09
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). eANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2010
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI-5100.07/S2-2010
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHOR TYPE.
4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2°THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL NOTES..
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR), '•".•................1
.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.......ANCHOR
............................1
SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS
6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2
INSTALLATION,FLANGE 8
7)DESIGN PRESSURES:
EQUAL LEGBO .................3
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E130D.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL...................... 4
GLAZING DETAILS
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ...................5
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSUREESS...................6-8
-16
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................
10)REFERENCES:TEST REPORTS FTL-8072,6073&6074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER EXTRUSION PROFILES..BOM117
....17
SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................16
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. PRODUCT complyinggREVISED wish tht
ns the Elands j
Building Code
USER INSTRUCTIONS: AccopW,=No/&o o 14•)
E:. irotioa Dat
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. " RoWaed Br. Data. Ravi lm
2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND "S 1"'• '^�(i JR 05/05/16 A)ADDED SPACERS TO By
REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING _ SHEET 5. 1'Qiami c ci
TABLES 6-16(SHEETS").IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING '' RaW-d By: I. Re Won:
OBTAINED INSTEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE.
3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION
CONDITIONS.
4)
By:
_
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 8-16),VERIFY THE ANCHOR/SUBSTRATE WILL MEET •-' L ® Dwcription.
REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2OR3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET V I GENERAL NOTES&ELEVATION J ROSOWSKI
''. Data:
SET ARE MET. 1070 TECHNOLOGY DRIVE Title,
5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION ORSHEET4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. _.I,_�:.; N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS, i' •• P.O. BOX 1529
NOKOMIS, FL 34274 Series/Model: Scala: S. DroMng No. Rer.
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.&NNIM¢LEFi;P:E. CERT. OF AUTH, 29296 HR-5510 NTS 1 OF 18 MD-HR5510-01 A
INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET2. P.E.#58705
INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES
INSTALLATION OPTION 3
TYP.ANCHOR TYPE, INSTALLATION 21 OROOR 23 ANCHORED THROUGH FRAME AND 1X
BUCKSTRIP INTO CONCRETEICMU.
INSTALLATION EMBEDMENT AND EDGE OPTION 4 SHEETS 6-8)
OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (TYPICAL OR ALL SEE NOTE 2,SHEET 2.
ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL "XO"OR"OX"SASH 1/4•MAX SHIM � .
EMBEDMENT'
FRAME INTO 2X WOOD
16 29 —�
FRAME OR BUCKSTRIP. � � 114•MAX.SHIM 19 18 30 28
SEE NOTE 2,SHEET 2. 0 13 20 40 OPERABLE 4 EDGE
FLANGE EMBEDMENT p100R912 STEEL SASH o
FRAME �� SMS(G5),SEE Q 37-39 _ ° DISTANCE
SHOWN TABLE 2,SHEET 2.
❑❑ 2 28 _
(� TYP.ANCHOR TYPE,
2 L114•MAX SHIM ❑ 41 `'� ❑ U EMBEDMENT AND
FIXED
LTTE EDGE DISTANCE PER
13 ❑�� VISIBLE _ �❑ SUBSTRATE,SEE
LIGHT WIDTH TABLE 2,SHEET 2.
72 0 I - map
O � I o j. 85 87 a
DADE APPROVED MULLION, I I 'J-'�
29 FBC COMPLIANT OOL_.__l� VISIBLE 42 EXTERIOR
ALUMINUM/STEEL FRAMING FLANGE 72 LIGHT WIDTH 14 nn EQUAL
I OR STEEL STUD.MAY BE FRAME 24 OR 25 OR 26 V 4 LEG (1)AT MID-SPAN OF INTERLOCK
VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN SEE SHEETS 6-8)TYPICAL FOR ALL FRAME (1)3112"FROM EACH SASH
LIGHT LITE SEE SUBSTRATE PROPERTIES, ( SHOWN CORNER AND(1)AT CENTER OF
HEIGHT TABLE 2,SHEET °XO"OR'OX"FIXED MEETING RAIL BUCK WIDTH SASH STILESIRAILS
29 HORIZONTAL SECTION A-A(OX) 22 OR 23
28 16
BUCK 30 1s 19 (SEES HEETS 6-8)TYPICAL
HEIGHT EXTERIOR T 43 OPERABLE 20 OPERABLE 43 FOR ALL"XOX"SASH
} OPERABLE o SASH SASH Q
SASH � _ _
VISIBLE 379 l'r o ' �� ❑
21 OR 22 OR 23 LIGHT
(SEE SHEETS 8-8) HEIGHT �� Jj li , 28 �1 O
TYPICAL FOR ❑ - "�- 41 - ❑
ALL SASH 16 FIXED
86VISIBLE _ o LITE o - Z� VISIBLE a❑
q5
47 LIGHT WIDTH lr- -�( LIGHT WIDTH I�
29 FLANGE ❑� i�
61 o o ii
FRAME �
85 0
WEEP OPT. P9 , 15 SHOWN 87
NOTCHES 80 0p� �I 42
O I VISIBLE EXTERIOR
314"X 1/4• 34 25 OR 26 "'���'771
1-114"X 1/4" LIGHT WIDTH 72 14 4
2 (SEE SHEETS 6-8)TYPICAL FOR
33 4 ALL"XOX"FIXED MEETING RAIL _
SHIM
MAX BUCK WIDTH EQUAL-LEG PRODUCT REVISED
SHIM FRAME as complying with the Florider
HORIZONTAL SECTION E-E(XOX
INSTALLATION AS PER SECTION A-A ABOVE SHOWN Building Code
EQUAL LEG ,i,, Accept
t a -2T�
•r;. Revlsed BY: Date: Revisfan: C-�imlion Date (J
FRAMESHOWN � �;;1'(
EMBEDMENT ., By
INSTALLATION Man.' dcPr t .
OPTION 2 RWsed By: Data: Ravfsfon:
ANCHOREDTHROUGH '
FRAME DIRECTLY INTO '- Drown By:
CONCRETE/CMU. EDGE _ "r' -': ® Descrrp8an'
TPP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS ' �• I FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI
6 I`? f6
EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO(EQUAL-LITE�XO&O� 1070 TECHNOLOGY DRIVE TfBe: fie,
DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH 12.4114' x;0.,',;.'. ;is.••,%:�r,+.', N. VENICE, FL 34276 HORIZONTAL ROLLER-LM 05/15/15
SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT:BUCK HEIGHT.7.1/4• P.O. BOX 1529
/;�'.),_';`•,`., ••��', NOKOMIS;FL 34274 Sedes/Atod.f. Srale: Shoat: Drowfng No. Raw:
A.L'GAWMILL�R P.E. CERT. OF AUTH. #29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 A
P.E.#58705
rz�SILICONE
STRUCTURAL —�{ 7/8'NOM. 7/8'NOM. —�{ 7/8"N M. 7/8"NOM.
POLYISOBUTYLEN 1/4'NOM.
WITH DESICCANT
KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB
EXT.GLASS 7s 4SG TPS 7/16"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE
1/8"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS
I
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
NT.GLASS
7fi-79 7&79 76.79 78-79
ALUMINUM
REINFORCEMENT
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8
5/16"NOM.
BUTYL 8
DESICCANT
FOAM 7/8'N �-+ —�{ 718"N M. 718'NOM. .�{ 7/8"NOM.
EXT.GLASS O DU RAS EAL®
SPACER 5/16"H/H SG 5/16"H/H SG 5116"H1H SG 7/16"A/A SG
7/16"AIR SPACE 3/8"AIR SPACE----\, 318"AIR SPACE 5/16"AIR SPACE
INT.GLASS 1/8"T GLASS 3116"A GLASS 3/16"T_GLASS 1/8"T GLASS
`D EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 10
HOT-MELT BUTYL
STRUCTURAL 7&79 76-79 78.78 76-79
SILICONE 3/16"NOM.
WITHH GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14
DESICCANT SUPER
EXT.GLASS 7e SPACER®NXT'"'
1/2°NOM.GLASS 7/8"NOM. 7/8"NOM.
76.79 BITE TYP.
72 O 74 7/16"A/A SG 7/16"A/A SG
INT.GLASS EXTERIOR GLASS TYPES 5,7,11 815
1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE
28 3/16"A GLASS 3/16"T GLASS HVHZ ABOVE 30'.
POLYISO- CINT.GLASS
NT FILL AREA
BUTYLENE 29 Q 75 a EXTERIOR a EXTERIOR I GLASS TYPES 10-12 8 14-16
SEAL5/16"NOM.
LICONE SEAL 29 MAY NOT BE USED WITH
ROLL-FORMED FIN
OR INTEGRAI-
STAINLESS STEE 78-79 76-79 �FIN FRAMES
XL EDGE'"" 33 ❑❑❑� PRODUCT REVISED
Vh the
7B �J GLASS TYPE 15 GLASS TYPE 16 Bildingy'°gw'h' F'°"da
Exr.cwssSPACER Acwp gale �1
.. :.:.,r; Revised By: Date: Revis/on: irai n Dalc
!.?i A)ADDED SPACERS,
JR 05/05/16 MOVED CLSTR.DETAILS. By
TYP.GLAZING DETAIL Rovisad By. Dote: RevWon: "'`°' D°d`P`addC
"A'=ANNEALED ':. ® DsaplpDow Drown W.
Pertg Description Mamrlal "H'=HEAT STRENGTHENED 1(6 _ GLAZING DETAILS J ROSOWSKI
'r=TEMPERED 6 I� /G ;';t;-:
76 Kommeding 4S0 TPS Spacer System 'PVB'=.090'BUTACITE®PVB BY KURARAY AMERICA,INC. .: -i:n 1070 TECHNOLOGY DRIVE RDe: Date:
77 OuenexSuper Spacer nXTwith HotMelt Bulyl sneetfir 'sG"=,090"SENTRYGLASOINTERLAYER BYKURARAY .;...�;::I N. VENICE, FL 34275 HOSedee/lfodeh Shea*
RIZONTALROLLER WIN DOW-LM 05/15/15
78 Ouenex Duraseal Spacer Materiels ERICA,INC. '-. P.O. ,OX 1529
' Scall No. Rar
79 CaNinal xl Edge Spacer N(
FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, r q:LYNNMjL,LEFI,'P.E. HR-5510 NTS 5 OF 18 M D-HR5510g -01 A
REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 SHEET 2. P.E.d 58705 CERT. OF AUTH. X29296 Dmsin
J
TABLE 8:
Glave Types Design Pressure(lbsKe)
5-8 Por XO or OX Windows
Relnt Love!R3 AO Buck Heights up to 63'
AO Buck Widths
HEADER up to 75' +50/-50
SEE TABLE 19 FOR ANCHORAGE
0 TABLE 9:
Glass Types Design Pressure(Ibs0)for XOX
O 22 5-8Sash Sash
dows
Rdnf.Level Cotdigm-tion Width WIIBuckH
Range On) Window Buck Height
SASH R3 48• 54" 1 63"
HEIGHT 35-114' yrya-ye 11.391-11.391 +50.0 -50.0 +50.0 50.0 +50.0 50.0
38" %-%-K 12.308-12.308 +50.0 50.0 +50.0 -50.0 +50.0 50.0
O2245-118" Y4-Y2-Y4 11.391-13.397 +50.0 -50.0 +50.0 50.0 +50.0 -50.0
'%- Y. 13.398-14.883 +50.0 •50.0 +50.0 50.0 +50.0 50.0
0 47314" Y4.%-y4 11.391-IZ297 +50.0 50.0 +50.0 50.0 +50.0 50.0
%-%-% 12298-15.558 +50.0 500 +50.0 SDO +50.0 50.0
F_X7ERIOR Cusiom 11.391-12.016 +50.0 50.0 +50.0 50.0 +50.0 50.0
SILL ti 52-118" %%-34 12.017-13.397 +50.0 500 +50,0 50.0 +50.0 50.0
%m%-% 13.398-17.016 +50.0 -500 +50.0 .50.0 +50.0 -W.0
Custom 11.391-13.397 +50.0 -508 +50.0 .50.0 +50.0 50.0
SASH WIDTH 60" Y4-y2-y413.398-15.360 +50.0 %0 +50.0 -60.0 +50.0 50.0
%-%.:% 15.361-19.641 +50.0 50.0 +50.0 50.0 +50.0 -%0
Custom 11.391-13.397 +50.0 -%0 +50.0 .50.0 +50.0 50.0
Q o o MEETING RAIL 75" %.%-y. 13.398-19.110 +60.0 50.0 +50.0 50.0 +60.0 50.0
25 'h-y-% 19.111-24.641 +50.0 -50.0 +50.0 -50.0 +50.0 50.0
o e Custom 18.380.19.397 +50.0 500 +50.0 -50.0 +49.1• -49.1•
22 22 0 Be. %%-% 19.398-24.360 +50.0 -50.0 +50.0 50.0 +50.0 50.0
JAMB rxrERK)R Custom 24.361-30.360 -%0 -%0 +50.0 50.0 1+50.0 50.0
120° Y,.:%-% ^ -30.360 +50.0 50.0 +50.0 50.0 +49.1• X9.1'
•+50750 FOR GLASS TYPES 8-B SEE TABLE 23 FOR ANCHORAGE
MIN.SASH SIZE=WINDOW WIDTH-59.28
SECTION DETAIL 2
FOR WINDOWS WITH
LEVEL R3 REINFORCEMENT
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES& PRODUCT REVISED
as complying with tha Florida
CONFIGURATIONS) Building Code
Acceptance No
Revfsed By: Date: Revision: 'mhos DamLLW,2WAD
By
Revleed By: Date: Revislon: Mian`Dade Prodoc(
__ ....,..•. ._ ® Dexrtplion: Drawn 81•
NOTES: 6 I`(.�6 DESIGN PRESSURE TABLES J ROSOWSKI
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. '- 1070 TECHNOLOGY DRIVE Title:
2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-a).SASH SIZE IS AS PER THE FIGURE. N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529
4)•114-1/2-1/4'AND-1/3-113-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTHNOKOMIS:FL 34274 Sertee111(odd. scale: Sfteet: Drmdng No. Ran
RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN • A.LYNN'MILLt:K P.1- CERT. OF AUTH. #29298 HR-5510 NTS 1 7 OF 18 M D-HR551 O-01 A
THE RANGE. P.E.#58705
TABLE 17:
Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor
5-8 Sash Spacing for"Integral- Group E Group F
30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height
Width Fin"Installation 3.8" 4"
Reinf.Level (in) Head E Head E Head E Head E Head E Head E Head 'E Head E
8 Sill - &Sill " &Sill &Sill 8 Sill &Sid 9 &Sill &Sill
'R1 GUIDE TO USING ANCHOR QUANTITY TABLES
Anchor Group A Anchor Group C PRODUCT REVISED
a complying with Gro Florida
25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): Bm7dms Cod,
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY F rat on DWe !o
Y
38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 132+C2+2
+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMBBy
m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY.
Mram eP."aaaar
48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION
,030 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL -
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASH75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 +C2+2 121 2+C2+2 131 2+C2+2 131 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. H
Anchor Group B Anchor Group D
SEE ELEVATION,SHEET 1
25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1
co
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 13 1+C2+1 3 1+C2+1 3SEE CLUSTER DETAILS,SHEET 6 tr) � '^aa
Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 W Lu O O
42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3co
1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, o_
m �---- ---- SHEET 1 ,� °IO0 O u7
48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / X / }to n LO
60" 28.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, p m N W
SHEET 1 MEETING RAIL -I J
75" 36.897 2+C2+2 2 2+C2+2 73 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Z LL La LL co —1a
SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL U U X o U)
TABLE 18: W— Q m LLJ •°N
FOR XOX WINDOWS: I-LU m o q J tiao
Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY n> Q m , 00
5-8 /—PER JAMB Z I.:z W —
Sash 30"Height 36"Height 48"Height 54"Helght 30"Height 36"Height 48"Height 54"Height
Width Head Head Head Head Head Head Head Head HEAD AND SILL ANCHOR QUANTITY: -1 O
Reinf.Level (in) E E E E E E E E 1+C3+2+C3+1 4 J
&Sill &SIII &Sill &SIII &SIII &SIII &SIII &SIII +1A CLUSTER OFF(3)ANCHORS CENTERED AT THE MEETING RAIL O
R2 IZ
Anchor Group Anchor Groupe +(2)ANCHORS AT THE FIXED SECTION
+A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL °i Q J U3
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR ATTHESASH a Z
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3
TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL.
'a W Z
38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O O o
Not Allowed 1 C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 2 N
m LO
42" 20.397 + ~ U 0 In
SEE ELEVATION,SHEET 1
48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET ¢ O =
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3
----� ami •°s°a s°u°S
75" 36.897 2+C2+2 2 2+C2+2 13 t 2+C2+273 2+C2+2 3 1 _ SEE ELEVATION,
Anchor Group B Anchor Group D SEE / X / O X SHEET 1
25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION,
Il
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET 1 / MEETING RAIL SEE CLUSTER
DETAILS.
38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEETS
REPEAT ANCHOR PATTERN AT SILL
m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 G t�
3 NOTES:
0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAMEDIMENSIONSAREBUCKWIDTH G
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-4).
SASH SIZE IS AS PER THE FIGURES ON -r �1'''• �:';
Spacing for"Integral- Group F SHEETS s e.
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+12+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 P 9 9
SEE TABLE.7 FOR DESIGN PRESSURE Fin"Installation 2)FOR SIZES NOT SHOWN,ROUND UP TO %i;; •• %
4" THE NEXT AVAILABLE WIDTH OR HEIGHT A.L`YNIS MILLER,P.E.
DIMENSION SHOWN ON THE TABLE. ILP.E.#58705
TABLE 21:
Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor
5-8 Sash Spacing for"Integral- Group F
30 Height 38"Height 48"Height 54"Height 63"Height 30"Height 38"Height 48"Height 54"Height 63"Height Fin"Installation
Width Head E Head E Head E Head E Head E Head E Head E Head Head E Head E 4"
Reint Leel 4-
(in) &Sill &Sill &SIII ' &Sill ' &SIII 8 Sill 8 Sill &Siil &Sill &Sill
R4 PRODUCT REVISED
Anchor Group A Anchor Group C .mmp)ying wilh are FtoMa
Code
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 A=m mind
28" 13.397 F x�a� �16 o t4.I 9
Is 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ?A
36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 B'
Miami ads roduct Co+
m
42" 20.397 NOtAllowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 H
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4
Anchor Group B Anchor Group D �
25412" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 � U) Q
28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 LU
x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O U) o
m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 }^ °1°0 0 I
3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 (9 w
g Om � � � I
60" co
29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O_j tM-, o "moo
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 =W -LL rr
SEE TABLE 11 FOR DESIGN PRESSURE �1U1 U_ X D 6 co
TABLE 22: r Z m 0 J `JMO
GLASSTYPES O W Y —I
Glass Types Anchor Quantities for XO or OX Windows 10-12&14-16 MAY g> 4 0 ¢ e0
1012&1 pea Sash NOT BE USED Z D.Z F- LL
30"Height 36"Height 48"Height 54"Height 63"Height 76"Height 30'Height 36"Height 48"Height 54"Height 63"Height 76"Height WITH J-CHANNEL } W O
Width Head Head Head Head Head Head Head Head IIIHead E Head E Head E Head FRAMESGRALFIN F- J
Relnt Level (In) &Sill m &Sill &Sill &SillIII &Sill m &SIII m &Sill m &SIII &Sill ° &Sill m &SIII m &SIII a Z laevs
R4 -� -� -a
Anchor Group A Anchor Group C ® � ?J H
25 -1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 = 0 � Z
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 'l+C3+1 5 1+CN
3+1 5 ¢ 0 Z a1C)
36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C = �
3+1 4 1+C3+1 5 1+C4+1 5 O N
la0 of LO
42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Z O j
0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q S =
I
60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 apu asao sauas
NOTES:
75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS
ARE BUCK WIDTH AND
Anchor Group B Anchor Group D BUCK HEIGHT(SEE
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS34).SASHSIZEIs - s"
AS PER THE FIGURES ON
5 26" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 .4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5
SHEETS 6-8.
x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT
42' 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5
SHOWN,ROUND UP TO
A THE NEXT AVAILABLE �Y l6 ti
48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT116�
60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 DIMENSION SHOWN ON
THE TABLE.
75° 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9FOR A
SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE 'A.LVNN''MILLtR.P.E.
TABLES. P.E.#58705
TABLE 24:
Glass Types Anchor Quantities for XOX Windows
5&6 Sash 24'Haight 30•Height 36'Height 48'Height 54'Height 63'Height 24'Height 30'Height 36'Height 4B'Height 54'Height 63'Height
Sash Width
Configuration a a a a a a a a a a
Reinl.Lalel Range(in) Heed 8 Sill � Head&Sill � Head 8 SIII � Head&Sill � Head&SIII � Heed 8 Sill � Head 8 Sill � Head 8 Sill � Heed 8 Sill � Head 8 Sill � Heed 8 Sill � Head 8 Sill
R4 '
Anchor Group'A Anchor Group C PRODUCT REVISED
35.1/4' Y.-%-Y, 11.381-11.381 1+C2+0+C2+1Buildin8 Co
2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 W c°mplying withtha Plod&
Code-1
38• Y-Y-Y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Acceptance IIo� .0714.1
Y,-%-Y. 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 E. itatioa Dete�a '
45-1/8'
-y 13.388-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 By
Nr:--.- :..lc Pr��Ax'ae
47.3/4' Y.-Y,-Y4 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
Y3-Y3-Y3 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4
Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 rc
s
52-118' %-Yi% 112.017-13;397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 �
x %-Y.-Y3 13.398-17.016 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4
m Custom 11.3D1-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 U) Y Q
60' Y4-Y,-Y4 13.388-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
-Y 15.361-18.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 W j •gab
Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 � O O
75' Y4-Y-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 0 O
%-Y-Y3 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 >-to a al°0 to
to
Custom 18.380-18.397 1+C2+3+C2+1 2 1+C2+3+C2+1 211+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 04 CI
B6' Y-'Y-Y+ 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 JO M CD -.0Custom C2
24.381-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+ +2+C2+1 4 11+C272 C2+1 4 1+C2+2+C2+1 4 Z LL Lo LL to
120^ Y-Ya-Y •• .30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U(W) X N 6 Cn111 N co
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Anchor Group B Anchor Group D I-Z ro 0 'T J Omo
35-1/4' %-% 11.391-11.381 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+o+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 C o D a Q r -
38 'Y3-%-Y312.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Z d Z � LL.
45-1/8" Y4-%-y411.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 J
34-Y3-Y 13.398-14.883 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J M
F- 0 r
Y-Y-Y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® N Z
47-a/4' Y-Y Y 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 � --I F-
Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CL+1+C2+1 3 1+C2+1+C2+1 4 1+C2+.1+C2+1 4 1+C2+1+C2+1 4 0i.- Z
552-118' Y4-Y2-Y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 < Z
al°'s
Y3-%-Y313.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0 O
M Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 0 w 1.0
60" Y4-Y-% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O Q 0
Y-Y-Y 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 =
Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 aqD •asaa sauas
75' '/e-%-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4
%-Y.-% 18.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C241 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
Custom 18.3611-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4
96' Y.-%-Y. 19.388-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3 C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4
Custom 24.361-30.360 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2 C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+'1,!
2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 i
120' Y4-Y2-Y4 •' -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 _ -- 1
NOTES: SEE TABLE 13 FOR DESIGN PRESSURE l t�'--
'•MIN.SASH SIZE=WINDOW WIDTH-69.28 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). ...
_!_;,16 �i�'"•
Max.Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. -'
Group F 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '
Spacing for"Integral- 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES.
Fin"Installation 4- 4)"1/4-1/2-114'AND•113-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.L'YfJN Mlabl.P.E.
IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PER 58705
TABLE 26:
Glass Types Anchor Quantities forXOX Windows
10-12 Sash 24'Height 30'Height 36'Height 48'Height 54'Height 83'Height 24'Height 30'Height 36'Height 48'Height 54'Height 63"Height
Sash Width
CanAgurallon a a a a 6 E c n E E E
Reins.Letel Range On) Head&SIII ,� Head&Sill Head&Sig Heed&Sill ,� Head&Sill ' Head&Sill Head&SIII 9 Head&SIII Head 8 SIII Head&501 Head 8 SIII ' Heed 8 SIII
R4
Anchor Group A Anchor Group C
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36' y-%-% 12.308-12.308 1+C2+O+C2+1 2 1+C2�Q+C2+1 2 1+C2+o+C2+1 3 1+C2+O+C2+1 4 1+C2+OHS+1 4 1+C2+O+C2+1 4 n.complying wild the plaft
y-y-y 11.391-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 7+C2+0+C2+1 4 1+C2+0+q+1 4 1+C3+O+C3+1 4 Building Code
45718' + t t An:eptaoca No{fo-0714•.2
/n-/n-/a 13.398-14.683 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 7+q+O+p+1 4 L•, imtinn Date r kJ{9
47-314" )°-y-y 11.391-12.297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 7+C3+0+C3+1 4 1+p+0+p+1 4 By
y-Ys--y 12.298-15.558 7+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+02+1 4 1+q+0+03+1 4 1+C3+0+C3+1 4 Minmi Me Pcodtut Control
Custom 11.391-12.018 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4
52-116' Y4-%-Y4 12.017-13.397 1+C2+0+C2+1 2 7+C2+O+C2+1 2 1+C2+0+C2+1 3 1+q+0+p+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4
Y. -X 13.398-17.016 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C3+0+p+1 4 1+G3+0+p+1 4 ¢
Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 7+C3+2+p+1 4 1+C3+2+C3+1 4 >
m 60° YY,-Y, 13.398-75.360 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 I-C2+2+C2+1 3 1+C2+2+C2+1 4 7+C3+2+C3+1 4 7+q+2+C3+1 4
%-%-X 15.361-19.641 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 7+C3+O+p+1 4 1+C4+O+C4+1 4 Ln Y Q
1+C2+2+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+q+1 4 1+C3+3+p+1 4
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t 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 7+C3+3+p+1 4 1+C4+3+C4+1 4 r
75° Ya-/S-y 13.396•19.710 111
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Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+q+4+C3+1 4 1+C4+4+04+1 4 K O
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96' y-y-y 19.396-24.380 1+C2+3+q+1 2 1+C2+3+C2*1 2 1+02+3+02+1 3 1+p+4+p+1 4 1+p+4+q+1 4 1+C4+4+('4+1 4 t- LO
%-Y-Ya 24.361-31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+3+C3+2 4 2+C3+3+p+2 4 2+C4+3+04+2 4 04 cNf � X
y-+/-y 29.641-32.515 2+C2+3+C2a2 2 2+C2+3+q+2 2 2+C2+3+C2+2 3 2+C3+4+p+ 4 2+C3+4+q+2 4 2+C4+4+04+2 4 -1 J O1 m p s =
120' 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 Z LL U)LL (0
yj-}$% 32.518-39.841
140" Custom « -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+p+ 4 2+C4+4+C4+2 412+C4+4+04+2 4 U U_ X o co
Anchor Group B Anchor Group D Z °D
351/4" Ya-y-y 11.391.11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 7+C2+0+C2+1 4 1+C2+0+C2+ ~ m 0 J 'JMO
1 4 1+C2+O+02+1 4 1+C2+O+q+1 2 1+C2*0+02+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+q+1 4 1+C2+O+C2+1 4 ti Ci Y t 00
38' '/a-y% 12.308.12.308 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+CZ+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 Z D.Z LL
LL
y-}�% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+q+0+p+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 7+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+O+C3+1 4 LU 0
45-7/6' J Q
y-'/�-1y 13.398-14.883 1+C2+O+C2+1.2 1*C2+p+C2+1 2 1+C2+6+02+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+q+0+q+1 4 1+02+0+02+1 2 1+02+0+02*1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+p+C2+1 4 1+pa0+q+1 4 J to
47,14'
Y4-%-y4 11.391-12297 1+C2*O+C2+1 2 1+02+O+C2+1 2 1+C2+O+C2*1 3 1+C2+0+02+1 4 1+p+Diq+1 4 1+C3+O+q+1 4 t+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+o+C2+1 3 1+C2+o+C2+1 4 1+C3+D+C3+1 4 t+C3+O+C3+1 4 Q
z taav5
y-Ya-y 12.298-15.558 1+02+0+02+1 2 HC2+Wq+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 7+p+0+q+1 4 1+p+O+p+1 4 1+C2+O+C2+1 2 1+02+0+02+1 2 1*C2+D+C2+1 3 1+C2+O+C2*7 4 1+C3+O+q+1 4 1+q+0+C3r1 4 ® � Q J �
Custom 11.391-12.016 1+C2+O+C2+1 2 7+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+p+1 4 1+C3+0+q+1 4 7+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+q+pap+1 4 1+C3+0+C$+1 4 9 D Q H
52-118' Yh t/. 12.017-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+q+0+q+1 4 1+p+0+C3+1 4 1+C3+D+q+1 4 d H Z
%-%-% 13.398.17.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 7+C2+O+C2+1 3 1+p+D+q+1 4 1+q+O+C3+1 4 1+q+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 u- 0 Z otos,
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0
Custom 11.391-13.397 7+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+p+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+p+2+C3+1 4 O = til ,
m 60' y-y-y 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+p+2+p+1 4 1+C2a1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1+p+1 4 7+C3+t+C3+1 4 w V 0 u
15.361•19.641 t+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+O+C3+1 4 1+C3+O+C3+1 4 1+C4+O+C4+1 4 7+C2+O+C2+1 2 1+C2+O+C2+1 2 7+C2+0+C2+1 3 7+q+0+p+1 4 1+q+0+C3+1 4 1+C4+O+C4+1 4 U Q =
Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+p*3+C3+1 4 7+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 7+q+3+p+1 4 =
75' y-%-'/a 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 t+p+3+q+t 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 t+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+CA+1 4 apiy °sap sauas
%-Y.-% 19.111-24.641 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C3+0+C3+1 3 1+C3+0+p+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+q+0+q+1 3 1+C3+0+p+1 4 7+C4+0+04+1 4 1+04+0+04+1 4
t;
Custom 17.641•19.397 1+C2+3+C2+1 2 7+C2+3+C2+1 2 1+C2+4+C2+1 3 1+p+4+C3+1 4 1+C3+4+C3+1 4 7+C4+4+C4+1 4 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+p+1 4 1+q+4+C3+1 4 1+C4+4+C4+1 4 ,�{
gg° y4-y2-y4 19.398-24.360 1+C2+3+02+1 2 1*02+3+C2N 2 7+02+4*C2+1 3 1+p+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+02+2+C2+1 2 1+C2+3+02+1 2 7+C2+3+02+1 3 1*q+3+p+1 4 1+C3+3+p+1 4 1*C4+3+CAh 4 _ ;� ,.'�:_•,
Y.-Y% 24.361•31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+02+3+02+2 3 2+C3+3+p+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 4 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 t+C3+2+q+1 4 1+04+2+04+1 4
y-Yy-y 29.641•32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+p+4+q+2 4 2+p+4+p+ 4 2+C4+4«04+2 4 2+C2*3+C2+2 2 2+C2+3+C2+2 2 2+02+3+C2+2 3 2+C3+4+p*2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4
12('
y--'y 32.518-39.841 2+C2+3+02+2 2 2+C2+3+02+2 2 2+C2+3+02+2 3 2+ +4+C3+2 4 2+Cq+4+04+2 4 2+05+4+C5+2 4 2+C2*2+C2+2 2 2+02+3+02+2 2 2+C2+3+02+2 3 2*C3+3*q+2 4 2+CA+3*C4+2 4 2+04+3+04+2 4
140" Custom -39.641 2*C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2*03+4+p+2 419+CA+4+C4+2 4 2+C5+4+C5*2 4 2+C2+3+C2+2 2 2+C2*3+C2+2 2 2+C2+3+C2+2 3 2+03+4+q+2 4 2+C4+q+. 4 2+04+4+04+2 4
NOTES: SEE TABLE 15 FOR DESIGN PRESSURE �•�,�4//:,L6
1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).
=WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. .....
GLASS
GLASS TYPES 10.12 814-18 "MIN.SASH SIZE '
2 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ,''�J'
MAY NOT BE USED WITH )I 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES.
J-CHANNEL OR INTEGRAL
�FIN FRAMES 4)'1/4112-114'AND'1/3-1/3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,,
P.E.
IN THE ADJACENT COLUMN.°CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705
4
TABLE 28:
Bill of Material
3.500' 3.500' 3,500" 3.500'
# Part# Description Material .062• --- - .062' --�h� .062' �I�- .062'
1 620121 Frame Head,Sill and Jambs-FlangeJ-Channel PVC O O
2 620122 Frame Head,Sill and Jambs-Flange PVC
3 820123 Frame Head,Sill and Jambs-Fin PVC
4 820124 Frame Heed,Sill and Jambs-Equal Leg PVC ❑ 2445, �❑ 2.445" 2.445" 2.445'
13 620172 Antler ft Insert/Trim Cover PVCTrack Mort rnI rn
14 620131 Fixed Meeting Rall PVC15 620158 +I ❑❑�� Iy -1
14 I ❑❑❑ ❑❑
16 0129 Sash Rail(Sides,Top&Bottom) PVC AI o �J o
17 620166 Monorail 6063 T6 Al .625' J-CHANNEL .625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME
19 620156 P0ll Rail Interlock 6063 TS Al 1.375 O&RAMHEAD,SILL O HJAMAMES SILL& 1.375 O EJAMB,SILL& O JAMBS, &
r PVC
270 620144 Pull 620160 Light RS IashtReinbrcerlock ement 6063 TO Al
22 620151 Standard Sash Reinforcement 6063 T6 Al 1.872' 1.641'
23 620152 HD Sash Reinforcement 6063 T6 Al
24 620153 Standard Meeting Reil Reinforcement 6005 T5 AI 1.507" o J 1.437 4�
25 620164 HD Meeting Rail Reinforcement 6005 T5 All 1.630° I 2.100" �{ 2'176'
26 0165 H.D.Hord.Roller Meeting Reil Reinforcement 6005 T5 At ,Tf
�s o o 1.020'�I u 1" "
27 71OX114PPA #10 x 1-1/4"PH.PH SDS(Monorail Screw) 410 SS IUI 5so' alt^
28 61841 Weatherstrip,.187'x.270"Fin Pile .065• 060' 070" 050
29 61719 Weatherstrip,.187°x.220"Poly Pile -- 1.231' �► -�{ 1.000°
ANTI-LIFT FIXED TCKRAIL
30 #8 x 1'Ph.PH SDS(Warlock Mounting Screw) 410 SS 13 &TTRIM COVER INSERT 1a MEETING RAIL 15 INSERT 16 SASH RAIL 19 INTERLOCK 20 INLIFT RAILTERLOCK COVER
31 78X312PPA #8 x 3.1/2'Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS
32 71669SP Meeting Rail Screw Support Plate 6063 T5 At ���III 1. ,Il
33 720210 Weep Hole Cotler PVC 175 6• I 1 ,300• L_.L II •070".OSO• 1.100•
tj
34 720187 Installation Screw Hole Plug PVC � •60' I �-L L-L Ir�yr1��
37 720197 Auto Lock C Steel .754' ,750" .715• .715'
38 720199 Sweep Lock Cost Zinc L�-��T[[ ---777 11 ZI UU�� LLII j
39 720195 Auto Lock Cover Assembly Cast Zinc ,035' -+4�-} .025' -�-} -�-I 1.185' .060' T
40 #6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS LAMI IG EXTRUDED I ROLLED LIGHT SASH STANDARD
SASH
41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 97 SCREEN FRAME O SCREEN FRAME 21 REINFORCEMENT O REINFORCEMENT
42 76X94PPA #6 x 3/4'PH.PH SDS(Keeper Screw) SS.
43 7612FPTX #6 x 1/2'FPH Tek(Reinforcement Screw) SS 070.: ,280"
44 Lead tile Top Comer Key Nylon 1.182• �- 1.162• .
45 Leadstile Bottom Comer Key Nylon .1.1e4" 070'
"��V
rip osa' i
.070" 1.036' L L
46 Lockable Top Comer Key Nylon •791• 1.41' 1.041' � 1229'
47 LockslileBottomComerKey Nylon 610" 7_31
T' _L .130' 164• 074'
48 720204 Wheel Nylon r__ •150' 1.331' 1.340" -►j 1.340" I•-
72 620135 Lami.I.G.Bead *PVC 23 HD SASH Ila STANDARD O HD MEETING O HD HR MEETING O
74 Backbedding,GE 771X1 or Dow 791 Silicone REINFORCEMENT MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL PRODUCT REVISED
REINFORCEMENT REINFORCEMENT REINFORCEMENT D it"�Yr"B"vnh We B1o1188
75 71684/5 Selling Block(7/8'x 2'x 1/8"),85+/-5 durc. EPDM Eu!ding Code
80 61011 Rall-formed Screen Alum AccePlntce No 16-p )
. 9avtxd By: Date: Rev7eton: •Tirado"Datc }QQ
:fl;.,
81 61012 Extruded Screen Frame Alum ,,':
82 Extruded Screen Spreader Bar Alum Mi i Dade P t
83 47042W Screen Comer Key with Pull Ring PVC " Retiaed ey Date: Ravrsfan:
84 47041 W/CKGLB Screen Comer Key No Pull Ring PVC
85 7CASPM Tension Sprirg SS //;; "- ® Deeerrpuon: Dmwn Br,
es 81816048 screen cloth Fiberglass (�l'�)�;4 WINDOW EXTRUSIONS&BOM J ROSOWSKI
87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl :', •' 1070 TECHNOLOGY DRIVE True:
N.VENICE, Fl 34275 HORIZONTAL ROLLER-LM 05/15/15
'�'_......`. P.O. BOX 1529
NOTES: ;'��.;i "' -�" NOKOMIS.FL 34274 So-lMbdel. Seole: Sfxfetr Dmwing No. Rev:
1)ITEMS#5.12.18,35,36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL j:'• 1
A!tyNNMILLE ,fi.E.
2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P���yaR}~ CERT. OF AUTH.X29298 HR-5510 NTS 170E 18 MD-HR551 O-01 A
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No.15-0903.10)
2. Drawing No. MD-IIR5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of
18, dated 05/15/15,with revision A dated 05/05116,prepared by manufacturer, signed
and sealed by Anthony 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 a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS
spacer system,Durasee spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5)Large Missile Impact Test per FBC, TAS 201-94
6)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of series 5410 and series
5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,
Inc.,Test Report No. FTL-8072,dated 02/03/15, signed and sealed by Idalmis Ortega,
P.E.
(Submitted under previous NOA No.15-0903.10)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 J
2)Uniform Static Air Pressure Test, Loading Per FBC TAS 202-94
3)Water Resistance Test,per FBG, TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of series 5510 PVC
horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test
Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.15-0903.10)
Manuel Per
Product Control Exmin
NOA No.16-0 .17
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-1
t
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition(2014), dated
August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No.15-0903.10)
2. Statement letter of no financial interest,dated August 28,2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0903.10)
3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by
Jaime Gascon,P.E. Supervisor,Product Control Section.
(Submitted under previous NOA No.15-0903.10) .
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda,P.E.
E. OTHERS
1. Notice of Acceptance No. 15-0903.10,issued to PGT Industries, Inc. for their
Series"HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/24/15
and expiring on 09/24/20.
Manuel Pe . .
Product Control am' er
NOA No. 1x 417
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-3
TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE
Glass Frame Glass
Type Dexrlptlon(Listed from Exterior to Interior) Types options Installation Substrate option Detail Sheet
5 7/8'Laminated I.G.:1/81A Exterior Cap+7116"Air Space+5/16'Laminated;(2)Utes of 1/8°A Glass with.090"PVB Interlayer
(sea Ftp B) (see Table 1) conditions
6 7/6"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer Through the into 2X Wood Freme/Buckstrip-sheet 4,option 5
7 7/8"Laminated I.G.:3/16"A E tedor Cap+318°Air Space+5/16"Laminated;(2)LSes of 1/8"A Glass with.090"PVB Interlayer J-Channel 1-4 integral fin...... ....Into Metal-sheet 4,option B
8 7/8"Laminated I.G.:3/16°T Exterior Cap+3/8'Air Space+5115'Laminated;(2)Utes of 1/8'A Glass with.090"PVB Interlayer ( ) Through the frame••••Into 2XWood Frarne/Buck6hip-sheet 4,option 6
olthe window...... ....into Metal-sheet 4,option 7
10 7/8"Laminated I.G,:1!8"T Exterior Cap+7/18'Air Space+5116"Laminated;(2)Lites of 1!8°H Glass with.090"SG Interlayer Into 2X Wood Framelfluckstrip-sheet 3,option 1
11 7/8"Laminated I.G.:3/16"A Exterior Cap+318'Air Space+5/15'Laminated;(2)Utes of 1/8'H Glass with.D90"SG Interlayer Flange Through the frame....Into Concrete/CMU-sheet 3,option 2
12 718"Laminated I.G.:3/161 T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Utes of 1/8"H Glass with.090'SG Interlayer (2) 1 4 ofthe window...... •...through 1X Buckship Into Concrete/CMU-sheet 3,option 3
14 7/8"Laminated I.G.:1/8"T Extefior Cap+5/16"Air Space+7/16•Laminated;(2)Utes of 3/16'A Glass with.090°SG interlayer ....into Metal-sheet 3,option 4
15 7/8"Laminated I.G.:3/16'A Exterior Cap+1/4"Air Space:t 7/16"Laminated;(2)Lites of 3/16'A Glass with.090'SG Interlayer Through the Into 2X Wood Freme/Buckstrip-sheet 4,option 5
16 7/8"Laminated I.G.:3/16'T Exterior Cap+1/4"Air Space+7/16'Laminated;(2)Utes of 3/16'A Glass with.090°SG Interlayer Fin ayer 1-4 integral fin...... ....Into Metal-sheet 4,option 8
(
SEE SHEET 6,TABLE 5 FOR GLAZING/DE IG PRESSURE/ANCHORAGE RE/ANCHORAGE INDEX. ) Through the Game ••••into 2X Wood FremelBucketrip-sheet 4,option 6
of the Window...... ....into Metal-sheet 4,option 7
TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,11 815 ....Into 2X Wood Freme/Buckstrip-sheet 3,option 1
MAY NOT BE USED IN THE Box/ Through the frame ....Into Concrete/CMU-sheet 3,option 2
Group Anchor Substrate Min.Edge Min. HVHZABOVE30'. Equal-Leg 1.4
Distance Eribedment' • (#4) ofthewindow...... ....through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3
#10 SMS BEYOND THE METAL
P.T.Southern Pine(SG=0.55) 7/16' 318" into Metal-sheet 3,option 4
'MIN.OF 3 THREADS
(steel,18$S.S. Steel,A36- 3/8' 0.050" B
Steel Stud,A653 Gr.33' 3/8" 0.0451°(18 Ga.) SUBSTRATE.FOR "A•=ANNEALED
T5
or 410 S.S.) STEEL STUDS,
A Aluminum,6063:Ml 3/8" 0.050" "H'=HEAT STRENGTHENED
MIN.Fu=45 KSI 8 "T"=TEMPERED
P.T.Southern Pine(sG=0.55) 7/18" 1-3/8" MIN.Fy=33 KSI. FIGURE B:FRAME TYPES
"PVB`_.OBD'BUTACITE®PVB
3116"steel Ultracon Concrete(min.2.85 ksi) 1" 1.3/8" BY KURARAY AMERICA,INC.
Ungrouted CMU,(ASTM C-90) 2-1/7' 1-1/4" 'UNGROUTED CMU' Q�
VALUES MAY BE 'SG"=.090'SENTRYGLAS®
#12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1.3/8" USED FOR GROUTED 2 4 0❑ INTERLAYER BY KURARAY
B (steel,1S3 S.S. Steel,A36' 318" 0.050" CMU APPLICATIONS. AMERICA INC.
or 410 S.S.)
Steel Stud,A653 Gr,33' 3/8" 0.0451'(18 Ga.) INSTALLATION NOTES,SEE SHEETS 384 FOR ILLUSTRATIONS: BOXOR
Aluminum,i .2-155 5" 3/8" 0.063"1-3/4" FLANGE EQUAL-
Concrete(min.2.85 ksi) 1" 13/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED LEG
1!4"Steel Ultracon TABLES 2&3.THIS SHEET.FOLLOW EMBEDMENT AND EDGE
C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' DISTANCE LIMITS,ANY INSTALLATION OPTION SHOWN MAY BE
1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-314" USED ON ANY SIDE OF THE WINDOW. 00
1/4"steel Ultracon Concrete(min.2.85 ksi) 2-112° 1314° 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
V4"steel U9ra00n P.T.Southern Pine(SG=0.55) 1' 1318' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.112"THICK ARE TO
1/4'steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1.3/4" BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE
Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (��/ / 1—/
D 1/4"steel Creteflex BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X �J �J _
P.T.Southern Pine(SG=0.55) 1' 1318" loi
BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY J CHANNEL INTEGRAL
1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1.318° TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND FIN
tl4'steel AggreGator P•T.Southem Pine SG=0.55 1" 1 3/B' INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
Greuted CMU,(ASTM C-90) 2' 2" ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS
TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. oo PRODUCT REVISED
as complying with the FTrnida
Min.Edge Min. Bdding Code
Group Anchor Substrate 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS.
Distance Embedment' nnionDat vo
E 2-117 x.131'Common Nail P.T.Southem Pine(SG=0.55) 318" 2-7/16" Reweed ei Date: fsevrsrom mt on Date2-112°Fling•shank Roofing Nail P,T.Southem Pine(SG 0.55) 318" 2-7/18" A�c—ccpuwee
P.T.Southem Pine(SG=0.55) 117 1318' R-Wd Sr. Date: Red9an: D c PraducrC
#10 Tfusahead SMSAluminum,6063-"W 318' 0.050' -'
(steel,183 S.S. Steel Stud,Gr.33' 3/8' 0.0451"(18 Ga.) - ® o'epuon: W.
a 410 S.S.) ��
F Steel,A36" are^ o.osw MIN.of 3 �' [ r[ GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
THREADS BEYOND 'K 'v
.,u. •. ...•.
P.T.Southern Pine(SG=0.55) 9/16' 1318' THE METAL - ��•�� 7070 TECHNOLOGY DRIVE 7fde: ��
#12 SMS Aluminum,6063-TS• 316• 0.063' SUBSTRATE.FOR N.VENICE. FL 34275 HORIZONTAL ROLLER-LM 05/15/15
(steel,1&8 S.S. Steel Stud,GL 33' 3/8" 0.050' STEEL STUDS, ,,��' ""'• 3, P.O. BOX 1529 � �. Sca/e: Shwt: Wvrtnp Na. Rm
or 410 S.S.) MIN.Fu=45KSI 8 ILL NOKOMIS,FL 34274 HR-5510 NTS 2 OF 18 MD-HR5510-01 A
Steel,A36• 318" 0.050' MIN.Fy=33 KSI. 'a LYNN MILLER,P.E.
P.E158705 CERT. OF AUiH. /29296
l
INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6
INSTALLATION ANCHORED THROUGH FRAME INTO 2X
OROOR 23 WOOD FRAME OR BUCKSTRIP.SEE
OPTION 7 9INSTALLATION OPTION 5 ANCHORED THROUGH FRAME (SEE SHEETS 6$) NOTE 2,SHEET 2.
ANCHORED THROUGH INTO METAL( SEE INSTALLATION NOTES SHEET 2
INTEGRAL TYPICAL FOR ALL EMBEDMENT
INTEGRAL FIN INTO 2X EMBEDMENT FIN/FLANGE REMOVED) "XO.OR"OX'SASH
WOOD FRAME OR BUCK- O
16 29
STRIP.SEE NOTE 2, EDGE � � 1/4"MAX.SHIM 19 16 30 28 EDGE
13
SHEET2. DISTANCE 20 40 OPERABLE 43 DISTANCE
J-CHANNEL I #10 OR#12 STEEL SASH o
FRAME SHOWN y SMS(G5),SEE 3739 -
1 TABLE 2,SHEET 2.
O 1 28 TYP.ANCHOR TYPE,
EMBEDMENTAND
❑❑❑ 1/4"MAX SHIM ❑ FIXED 41 0 �' '� ❑ EDGE DISTANCE PER
1 � VISIBLE LITE SUBSTRATE,SEE
EMB ANCHOR TYPE, FIN AND/OREDMENT AND EDGE FLANGE MAYBE
�❑ 1�=� �❑
LIGHT WIDTH TABLE 2,SHEET 2.(SCREW SHOWN)
EMBEDMENT
DISTANCE PER SUBSTRATE, REMOVED IN-FIELD ��
72 O SEE TABLE 3,SHEET 2. jl -BS87 0 SHOWN
�n FFRAME
13 Io �fl
DADE APPROVED MULLION, 0 VISIBLE f 42 EXTERIOR
29 FBC COMPLIANT LIGHT WIDTH -
ALUMINUM/STEELFRAMING 72 24
VISIBLE OR 25 OR 26 14 3
OR STEEL STUD.MAYBE
FIXED VERTICAL OR HORIZONTAL (SEE SHEETS 6$)TYPICAL FOR ALL
LIGHTLITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL
HEIGHT TABLES 2 8 3,SHEET 2.
BUCK WIDTH INSTALLATION
HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION a
(SEE SHEETS 6.8) ANCHORED THROUGH
29 TYPICAL FOR FIN INTO METAL
2B 30 16 19 16 ALL"XOX" (FLANGE MAY BE REMOVED)
BUCK EXTERIOR OPERABLE 40 20 OPERABLE 43 SASH
HEIGHT SASH - SASH o #100R#12 STEEL
VISIBLE ~F=� 37$9 'r=�� -it'd SMS(G5),SEE
21 OROOR 23 LIGHT OPERABLE 0 it i I It I i El
a TABLE 2,SHEET 2.
(SEE SHEETS 6$) HEIGHT SASH , �' 28 I, n
TYPICAL FOR - 41
FIXED El
ALL SASH 16 VISIBLE _ - o LITE o - _ I VISIBLE _ O a❑
86 D 45 47 ❑ LIGHT WIDTH
--,f LIGHT WIDTH Ih�--
---_,�
FIN B7 B5 io o o
l FRAME C-'t_�_
WEEP
NOTCHES 29 29 SHOWN 0 - I 42 OO
3/4'X1/4" 25 OR 26 .� VISIBLE I _EXTERIOR
LIGHT WIDTH fff� 72 14 ,J� J•CHAM EL
1-1/4"X114"
3 (SEE SHEETS 6-8)TYPICAL FOR �/ 1 FRAME �
15 ALL"XOX"FIXED MEETING RAIL SHOWN
33LlBUCK WIDTH
3 114•Max HORIZONTAL SECTION F-F(XOX) PRODUCT REVISED
o p SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE �' Yla6 withffia.Cka
FIN FRAME (1)3-1112°FROM EACH SASH Ani1di°r,C.&
ftt
1,SHOWN CORNER AND(1)AT CENTER OF .1 ;;, Revised By: Date: ReNsion: ion Detc2020
SASH STILESIRAILSI::;.,;
TYP.ANCHOR TYPE, `,l'��';........;''jI
EMB '.+"-i'I'„"? '
EDGE DISTANCE PER EDGE DISTANCE By: Mian, ade Praddci Con
ReNsed Date: Revhlon:
SUBSTRATE,SEE SEE _ .I,, M-••;-
TABLE 3,SHEET 2. —ry EMBEDMENT
® Deavipt/on: Drown By.
VISIBLE LIGHT FORMULAS , C( J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI
VERTICAL 6 �K I6 ;'
INSTALLATION OPTION 5 (EQUAL-LITE,XO&OX) ��,.q 1070 TECHNOLOGY DRIVE RDe:
ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH/2-4-114' �;�n;, ,.•',..;',•.;, N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15
INTO ZX WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-1/4' P.O. BOX 1529
STRIP.SEE NOTE 2,SHEET 2. "`���'.";`):.r.5,;-`: �,��' NOKOMIS; FL 34274 Senee/Model: Scale: Sheetr Dmwing No. Rev.
A. MI4LER,`r.E CERT. OF AUTH. #29296 HR-5510 NTS 4F 18 MD-HR5510-01 A
P.E. 68705
I
TABLE 5:
Index to All Design Pressure and Anchor OuantRy Tables
Max. Mac. Glass Relnf. Design Pressuts Anchor Quantity TABLE 6: TABLE 7:
OO Rg Width Height Type Level Glass Types Design Pressure(lbs/fe) Glass Types Design Pressure Qblil
Tab e a Tab 5-8 forXOorOXWiindows 5-8 forXOorOXWindows
54" 1 6 6 17 8
54' S 2 7 6 1s 8 Relnt Level Rt All Buck Height.up to 54' Relnf.Lew!R2 All Buck Halohta up to 54"
75' 63' 3 6 7 16 10
72' 4 10 220 10 All Buck Widths +50/-50 All Buck Widths +65/-70
XD 14N 1 6 6 17 9 up to 75" up to 75"
or 54" 2 7 6 1B a SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE
O% 75' 63" 6.8 3 6 7 18 10
83' 4 11 8 21 11
M' 4 10 B 20 10
76' 76' 10-12 4 12 1 8 22 11
14- 4 8 22 11 �n
5.88 9 3 8 7 23 12 HEADER HEADER
120' 83' 5&6 4 13 8 24 13
Im% 7&8 4 14 8 25 14
10.12 4 15 6 26 15
140' 69' 14-18 4 i6 B 27 10
f►— 4'MAX.D.C. SECTION DETAIL SECTION DETAIL
FOR WINDOWS WITH O 21 FOR WINDOWS WITH 21
LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT
(REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH
7t5-AINCHOR IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT
FRAME TYPES& FRAME TYPES&
STER DETAIL CONFIGURATIONS) O O 21 CONFIGURATIONS) O 21
4'MAX.O.C. —� �+—
aO� SILL W R SILL
0 0
4-ANCHOR SASH WIDTH SASH WIDTH
CLUSTER DETAIL
o o MEETING RAIL O� o o MEETING RAIL
4'MAX.O.C. r— o 0 24 ❑u o 0 25
21 210 21 21 e
JAMB F.%1EnnRgft e � JAMB IXTERIOR e
V o o PRODUCT REVISED
rr!-LAICHORSTER DETAIL NOTES: ascaingCo with the Flo"
Building Code
1)USE THESE TABLES FOR ALL WINDOWS Acceptance tb I(o'O ¢ �
INSTALLED THROUGH THE FRAME OR Revised By. Oats Revision: Iia"Date
FRAME DINTEGRAL IN.MENSIONS ARE BUCK WIDTH AND JR 05/05/16 DETAILS MOVED CLUSTER BY
8'MAX.O.C. _'f� BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS _ Rwiaed By: Date: R in; Mimi lade ProdacS
4'MIN.O.C. (�!I PER THE FIGURE.
3)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHT Orvnn W.
DIMENSION SHOWN ON THE TABLE. ?aF
Deacrrption.
4)'1/4-tn-v4"AND"1/3-1/3-1/3"INDICATE THAT �t' DESIGN PRESSURE TABLES J ROSOWSKI
6.�K�«
/ 2-ANCHOR THOSE STANDARD SASH CONFIGURATIONS ,' 1070 TECHNOLOGY DRIVE 7i6e: Dote
/ FALL WITHIN THE SASH WIDTH RANGE IN THE N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15
CLUSTER DETAIL ADJACENT COLUMN."CUSTOM"INDICATES P.D. BOX 1529
THAT NO STANDARD SASH CONFIGURATIONS ����; NOKOMIS; FL 34274 Sedes/11fodek Soule; Sheet: Rev.
FALL WITHIN THE RANGE. A.LYNN MILLER,P.E
P.E.p58705
CERT. OF AUTH.#29296 HR-5510 NTS 6 OF 18 MD-HR5610-01 A
TABLE 11: TABLE 12: TABLE 13:
Glass Types Design Pressure(IbsK)for Glass Types Design Pressure pbse)for Giese Types
5.8 5&8 Sash seen
Design Pressure(Ibe/t)forXOX Windows
TABLE 10: XOorOXWndows 10-12&1416 XOorOXWindows
Width RelnR Level Configurationno Window Buck Height
Reinf.Level Window Buck Height Relnt Level Window Buck Height 2�^g 0^)
Glass Types Design Pressure(Ibsif) R4 48" 54' W. R4 54° 63" 76" R4 48' 54' 63•
6.8 for XO or OX Windows 25.112" +650 1 .70.0 +65.0 •70.0 +65.0 -700 q48"
+65.0 •110.0 +65.0 .110.0 +65.0 .110.0 Custom 11.391-13.397 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 +65.0 -65.3
Reld Level R4 AO Buck Heights up to 77 0 28" +650 -70.0 +65.0 -70.0 +65.0 .70.0 S +85.0 -110.0 +65.0 •110.0 +85.0 -110.0 �° Y4-%-y4 13.398-15.380 +850 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0
36' +650 -70.0 +65.0 .70.0 +65.0 -70.0 W. +650 .110.0 +65.0 -110.0 +65.0 •110.0 Ys-Ys-Ye 15.381-19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0
All Buck Widths u Custom 11.391-13.397 +85.0 -70.0 +65.0 59.6 +83.3 -63.3 +53.2 53.2
up to 75' +50/-50 m 42" +650 -70.0 +65.0 •70.0 +65.0 -70.0 m' +65.0 -110.0 +65.0 .110.0 +65.0 .110.0
48° +650 .70.0 +65.0 .70.0 +65.0 -70.0 +65.0 •110.0 +65.0 -110.0 +65.0 -110.0 75' y-y-y 13.398-19.110 +85.0 -70.0 +65.0 -70.0 +G5.0 -68.5 +58.2 -58.2
SEE TABLE 20 FOR ANCHORAGE 60" +650 -70.0 +65.0 -70.0 +65.0 -700 +650 .110.0 +65.0 •110.0 +65.0 -939 my-y-Y+ 19.111-24.641 +65.0 .70.0 +65.0 -70.0 +65.0 70.0 +65.0 56.0
75' +650 -70.0 +650 -70.0 +84.3' -84.3• +65.0 -110.0 -66.0 -103.5 +65.0 -80.0
I Custom 18.360-19.397 +65.0 .70.0 +59.9 59.8 +55.5 55.5 +49.1 -49.1
96' Yr-y-y 19.398-24.360 r65.0 -70.0 +621 52.1 +58,0 SB.O +50,3 50,3
•4+65/40 EETAB FOR GLASS TYPES 8-8 SEE TABLE 22 FOR ANCHORAGE Custom 24.361-30.31X! +65.0 -70.0 +65.0 -70.0 +65.0 -67.3 -57.0 -57.0
SEE TABLE 21 FOR ANCHORAGE �
TABLE IS: p 12V +/._y_y. -30.360 +65.0 1 -70.0 1+59.9 59.9 1+55.5 1 55.5 +49,1 49.1
Glass Types Design Pressure(Ibslff2)for XOX WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE
10-12 Sash HEADER '•MIN.SASH SIZE_
Configuration
Width Windows TABLE 14: 2
Reinf.Level Range(n) Window Buck Hel hl Glass Types
R47&84B° 54• 63• sash sash Design Pressure(lbs/lls)for XOX Windows
Width
Custom 11.391-13.397 +85.0 -110.0 +85.0 -110.0 +65.0 -110.0 O ReInL LConfiguration evel Range(n) WIMav Buck Height
60' y-y-y 13.398-15.360 +65.0 .110.0 +65.0 -110.0 +65.0 -110.0 Ila ' 48' 54' 1 63'
'/s-y-Ys 15.381-19.641 +85.0 -110.0 +65.0 410.0 +85,0 •110.0 O D 23 Custom 11.391-13.337 +65.0 1 -70.0 +65.0 1 .70.0 +65.0 70.0 1+65.0 -70.0
z Custom - 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +65.0 410.0 - 60' 13.398-15.360 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 -70.0
SASH r� -)e-�-h 15.361-19.641 +65.0 -70.0- +65.0 -70.0 +65.0 70.0 *85.0 -70.0
11 75' y._),_y 13.398-19.110 +B5.0 -110.0 +65.0 -110.0 +65.0 -110.0 HEIGHT 332
y-y-y 19.111•24.641 +65.0 -110.0 +65.0 -110.0 +65.0 .110.0 m Custom 11.391.13.397 +65.0 -70.0 +65.0 .70.0 +65.0 70.0 +65.0 -70.0
Custom 17.841-18.397 x65.0 -170.0 +65.0 -110.0 +65.0• -104.8' O O 75 Y-%-y 13.398-19.110 +65.0 -70.0 x65.0 -70.0 +85.0 -70.0 +85.0 -70.0
F 0' -109.5• 23 y-%-y 18.111-24.841 +65.0 -70.0 x85.0 •70.0 +65.0 -70.0 x85.0 -70.0
118' Y,%-y. 19.398-24.360 +65.0 410.0 +65.0 -110.0 +65.
Y Custom 18.360-19.397 +65.0 -70.0 +65.0 •70.0 +65.0 70.0 +65.01 -67.2•
Custom 24.361•31.541 +65.0 .110.0 +65.0 -110.0 +65.0 5.0 -1 4.6 O Sir y_,h-y 19.398-24.360 +65.0 -70.0 +115.0 .70.0 +65.0 .70.0 +65.0' 58.8•
120' Y-y'-y 29,641-32515 -65.0 -110.0 +65.0 -110.0 +85.0• -110.0 u Custom 24.361-30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0
y-y-� 32.516.39.641 +85.0 -110,0 +85.0 -110,0 +85.0 -110.0
140" Custom •• -39.641 +65.0 410.0 +65.0 -110.0 x85.0• -104.6' E%TERIOft rn� SILL 120' y-_y_y •• -30.360 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0• 57.2•
❑ I '+65/-70 FOR GLASSTYPE
8 WIDTH-59.28 SEE TABLE 25 FOR ANCHORAGE
'+65/-110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAGE LJ
WINDOW WIDTH 60.72 0 '•MIN.SASH SIZE=
••MIN.SASH SIZE= 2 2 II
TABLE 16:
Glass Types Sash
Design Pressure(Ibefte)for XOX SASH WIDTH
14-16 Sash Windows SECTION DETAIL
Configuration Width o 0
Reint.Level g Range On) Window Buck Height MEETING RAIL FOR WINDOWS WITH
R4 45' SO 63° Q LEVEL R4 REINFORCEMENT
Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110,0 26 (REINFORCEMENTS SHOWN
1. y-_y_y+ 13.3S8-15.380 +65.0 •110.0 +65.0 410.0 +65.0 •110.0 IN FIGURES APPLY TO ALL
23 23 a FRAME TYPES&
y-y-y 15,381-19.641 +65.0 •110.0 +65.0 -110.0 +65.0 •110.0 JAMB EXTERIOR CONFIGURATIONS) GLASS TYPES 10-12&14-16
Custom 11.391-13.397 +65.0 •110.0 +65.0 -110.0 +65.0 .109.3MAY
'MAY NOT BE USED WITH -
76' +-%-/.
+ 13.398-19.110 +85.0 -110.0 +65.0 -110.0 +85,0 -1020 J-CHANNEL OR INTEGRAL PRODUCT'REVISED
�
FIN FRAMES as caTaIowith We'PiwiU°a
y-y-y 19.111-24.841 +65.0 -110.0 +85.0 -110.0 *65.0 -102ndins Cd
9 Bag Code
m Custom 17.641-19.397 -65.0 •110.0 +65.0 -110.0 +65,0 -97.4 Acceptance D.I./16-07
86' y-%-% 19.398-24.360 -65.0 -110.0 +65.0 -110.0 +65.0 -92.0 RaWwd W. Deus; Revision: Lion a •7Cj2D
Custom 24,361-31.641 +65.0 -110,0 +65.0 -110.0 +65.0 -88.4v
_ 3, Dede Product'
%-y2-y4 29.641-32.515 +65.0 •110.0 +65.0 -109.8 +65.0 54.3 Rwlssd W. Date.-
12(r
y-y-y 32.516.39.641 +85.0 -110.0 +85.0 .105.0 +65.0 -80.8
F -T140• Custom •39.641 +85.0 -110.0 x85.0 -105.0 +85,0 -80.0 - -
DescriptiSEE TABLE 27 FOR ANCHORAGE �, r - m DESIGN
Doran By.
DESIGN PRESSURE TABLES J ROSOWSKI
NOTES: 1070 TECHNOLOGY DRIVE 11111a: Dots:
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. N.VENICE, FL 34275
2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. HORIZONTAL ROLLER-LM 05/15/15
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /::�;.. P.O. BOX 1529
4)'1/4.1/2.1!4'AND-1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WRHIN THE SASH WIDTH RANGE NOKOMIS:FL 34274 Serles/Modeh Stela: Sheat• Dmwtrq No. �-
IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN.#58705 P.E. CERT. OF AUIH. f292BB HR-5510 NTS 8 OF 18 MD-HR5510-01 A
P.E1f 58705
TABLE 19:
Glass Types Anchor Quantities for XO or•OX Windows Max.Anchor O.C.
5-8 sash Spacing for"Integral-
30"Height 36"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54'Height 63"Height Fin"Installation
Width Head Head Head Head Head Head Head Head 9 Head Head
Refnf.Level (in) E EIII E E E E E Anchor Anchor
&Sill .'0, &SIII � &Sill ' &Sill � &Sill � &Sill � 8 Sill m &Sill .�0, &SIII � &Sill -10, Group E Group F
R3 PRODUCT REVISED
Anchor Group A Anchor Group C 3.5 W. a,0moy� thnv,P
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Au ptg Cods /�.
Acccplaux No 1(p�O tQ:�Lu
� 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 F'PimtwaDM.
36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By
NE D°de Pmdo t Con r
m 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
0 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 rc
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 >
Anchor Group B Anchor Group D
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 E22
31 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y Q
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 '118
x 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 E2+C2+2
3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o O o
min
42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 _O o
0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > ti g. CC u
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 0 m M 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z "°,a 0
SEE TABLE 8 FOR DESIGN PRESSURE 50 X- O r1) 2
W Z 02 m W •°N
TABLE 20: F-W m O J SMO
Max.Anchor O.C. o> o o Q J 00
Glass Types Anchor Quantities for XO or OX Windows z n z
5-8 Spacing for"Integral- �" w LL
5
Sash 30"Height 36'Height 48'Height 54"Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Height 63'Height 72"Height Fin"Installation O
Wlnth Head E Head E Head n Head E Head E Head E Head E Head Head E Head E Head E Head E Anchor Anchor H O
Refnf.Level � ) &Sill ' 8 SIII &SIII &Sitl &Sill &Sill &Sill ' &Sill &Sill &Sill ; &Sill &Sill Group E Group F ® � z 0: Ia'vs
R4 Anchor Group A Anchor Group C 3.2" 4- D Q Ce)
25-1/21 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 5 U' z z
a O
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 , 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 0 O
Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2 ij
42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 z O
o q8° 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5
60° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES:
enO °s"a seuas
75° 36.697 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 $
1)FRAME DIMENSIONS Ii;il:
ARE BUCK WIDTH AND .�• t f
:iier!
BUCK HEIGHT(SEE • ' - aye
Anchor Group B Anchor Group D SHEETS 3-4).SASH SIZE IS ` •` ,F Irt^ •.
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 qs PER THE FIGURES ON
15 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+132+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS 6-8.
36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT
t�
TO
42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THOWN,ROUND UPE
m THE NEXT AVAILABLE .• � G t 1� :..-
48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 WIDTH OR HEIGHT 4=•i. _'`
DIMENSION SHOWN ON r•.
60° 29.397 2+102+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+10 _•2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE. i
75° 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5
3)SEE SHEET 9 FOR A ! I I I'.t
SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E.
TABLES. P.E.#58705
TABLE 23:
Glass Types Anchor Quantities for XOX Windows
5-6 Sash 24"Height 3D"Height 36"Height 48°Height 54"Height BY Height 24"Height 3p'Hei ht 38"Haight 48'Height 54"Hei ht 83'Height
Sash �� 9 g 9 9 9 8 9 9
Con4gulation a a a a a a a a a a a
Reinf.Letel Range(W Heed 6 Sill Head&Sill Head 8 Sill m Head 8 Sill Head 8 Sill Heed&Sill m Heed 8 Sill m Head 8 Sill 5 Head 8 Sill E Head 8 Sill m Head 8 Sill Head&Sill
R3 >
Anchor Group A Anchor Group C
PRODUCT REVISED
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Buildiuy,Code
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%-Y. 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Miami nde Product �trol
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Custom 11.391-12016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 q t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 q 1+02+1+C2+1 4 1+C2+1+C2+1 4
o-
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m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 _
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3 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 W
to O o
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y%-% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t1+C2+3+C2+711
4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+t+C2#1 3 1+C2+t+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 }n °IOD
Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 4 1+C2+3+C2+1 4 1+q+3+q+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 00 N � 0'
96° y- -% 19.396-24.360 1+C2+3+C2+1 2 1+C2+3+C2+t 2 1+C2+3+C2+1 3 4 1+C2r3+C2+1 4 1+q+3+q+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 J j .tgCustom 24.361-30.360 1+C2+2+C2+1 2 1+C2r2+C2+1 2 1+C2+2+C2+1 3 4 1+C2+2+C2+1 4 1+q+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 4+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z- M tJi tto °alio);-t/i-Y -30.360 1+C2+3+CZ+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 4 1+C2+3+C2+1 4 1+C3+3+q+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U U X o Cl)
Anchor Group B Anchor Group D F 00
U.1
m 0 J �n1a
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LL
45-1/8' y-yi 11.391-13.397 1+C2+0rC2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+p+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 t+C2+0+C2+1 q O
Y3-t/3% 13.388-14.683 1+C2+0+C2+1 2 1+C2+0+C2r1 2 1+C2r0+C2+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2r0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 q 1+C2+0+C2+1 4 1+C2+0+C2+1 q J N
y,-y,-y4 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2r1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 `8 Z 7�Y5
47-3/4° ® in
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Custom 11.391-12016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z
s
52-1/8' %-%-y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 < a' Z
%-%-% 13.398-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 u. O 0 O
= N
m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 U U.)
60° %-%-% 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2+1+C2+1 4 U Z O
g
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Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 apt •�suD saua5
75" Y4-y2-Y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+02+1.4
h-� 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 '� •�
Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1tl+C2+3+C2+1 3 1+C2+3+C2r1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4
98' Y4-J2-% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+13+C2+1 3 1+C2+3+C2+1 4 i+C2+3+C2+t 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2N 3 1+C2+3+C2+1 4 1+C2+3rC2+1 4 1+C2+3+C2+1 4Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2r2+C2+12+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+t 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 -
120' %-Ya--% °' -30.360 1+C2+3+C2+1 2 1+C2+3+C2+13+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+7 4 1+C2+3+C2+1 2 1+C2+3+C2+t 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 _
R_.
SEE TABLE 9 FOR DESIGN PRESSURE
"MIN.SASH SIZE=WINDOW WIDTH-59.28 NOTES:
Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).
Group E Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8.
Spacing for'"Integral- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. '
2.9" C 4)-1/4-1/2-1/4-AND-1/3-113-1/3'INDICATE THATTHOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E.
IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705
TABLE25: /
Gress Types Anchor Quantities for XOX Windows
7&8 Sash 24"Height 30"Height 36"Height 48-Height 54"Height 63"Heigll+C2+0+C2-1
24"Height 30"Height 36"Height 48"Height 54-Height 63'Height
Sash Width
Configuration a a a a aaaReinf.Leval Range(in) Heed&Sill Head&Sill Head&S6I m Head&SIII Heed&SIII E Head&SilHeed&SIII Heed&SIII Heed&S01 Head&S6I Heed&Sill Head&Sill
R4 'Anchor Group A Anchor Group C PRODUCT REVISED35-114" t tt 11.391-11.391 1+C2+t1+C2+12 1+C2*O+C2+1 2 1+C2+0+C2+1 3 1+C2+0*C2+1 4 1+C2+0+C2*1 4 1+C2+0+C2+1 4 ascairiaCadvlilh rho Florida
/i-/a-/e BuilJingCale38" t t 12.308-12.308 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 A !'SbDro t'tO ��
'l-�-/° Fxpira!ioe Dote
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45 118"
y-%-% 13.398-14.683 HC2*0+C2+1 2 1*C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 7+C2+0+C2+1 4 1*C2+0+C2+1 4 ��,� Prodne(Cmuo1
47-314' - "y 11.391-12.297 1+C2+1+C2*1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4
Custom 11.391-12.016 1*C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1*C2+1+C2+1 4 1*C2+1+C2+1 4 1+C2+1+C2+1 4 rc
V 52-1/8" + 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CZ+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 >
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%% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2*1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0•C2+1 4
m Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t0 Q
60' y-yx- 13.398-15.360 1+C2+1+C2+1 2 1*C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t j U) '�aa
15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 /+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 W
Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 C3 (
75" %-yz-y 13.398-19.110 1+C2*2+C2+1 2 1+C2+2+C2+1 2 1*C2+2*C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 �p aloa 0
19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1.4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 C}9 N d' U')
Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3*C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 o m a
F12X
'/.- '/. 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 Jo�Custom 24.361-3D-360 1+C2+2+C2*1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2*C2+1 4 1+C3+2+C3+1 4ZLL CM LLmumaja%%% '• -30-360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1 1+C2+3+C2+1 4 1+C3+3+C3+1 4 V U X Lo o" co
Anchor Group B Anchor Group D F-W m Y -1 CO
-
35-114" %-t/-% 11.391-11.391 1+C2+D+C2+1 2 "C2+0-C2-1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 0 O p Q J
38" %% 12.308-12.308 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1*C2*0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Z d Z W LL
h% 11.391-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J 0
45-1/8' J 't
13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2*1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0
y4-%-y4 11.391-12-297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2*1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® N Z iaav5
47-3l4' % 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2*1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 J H
Custom 11.391-12.016 1+C2+1+C2+1 2 1-C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1141+C2+3+C2+1
+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2*1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (,� i¢-' Z
5 52-1/8' Y4-y=-+/. 12.017-13.397 1+C2.1+C2+1 2 1+C2+1+C2+1 2 1•C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 +C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 < Z atoa5
g %-ye 13.398-17.018 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1*C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+C2+O+C2+1 +C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O � O
Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1*C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 +C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O IY to
on
o gg" t t t 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1*C2+1*C2+1 4 1+C2+1+C2+1 +C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2*1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1*C2+1 4 O Q 0
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y-y-% 15.361-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C3+0+C3+1 +C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 =
Custom 11.391-13.397 1+C2+3+C2*1 2 1+C2+3+C2+1 2 1+C2*3+C2+1 3 1+C2+3+C2+1 4 1+C2+3*C2+1 4 1*C2*3*C2*1 *C2+3+C2*1 2 1+C2*3+C2+1 2 1+C2*3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 tr(�+3+C2+1 41
anuasaa seues
75" y-t/1-% 13.398-19.110 1*C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+CZ+2+C2+1 4 1+C3+2+C3+1 +C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2*2+C2+1 4
-% 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*CZ+1+C2+1 3 1+C2+1+C2*1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 +C2+1*C2*1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 :`1.�
Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1*C2+3+C2+1 4 1+C3+3+C3+1 +C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ,, �. •:;,;
98" %%-y 19.398-24.360 1+C2+3+C2+1 2 1*C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4Custom 24361-30.380 1+C2+2+C2*1 2 1+C2+2+C2+1 2 1+C2*2+C2*1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3*2+C3+1 *C2+2+C2+1 2 1+C2+2+C2+1 2 1*C2*2+C2+1 3 1+C2+2+C2+1 4 1*C2*2+C2*1 4 1+C2+2+C2+1 412D' %-)i-% -30.360 1+C2+3+C2*1 2 1*C2+3*C2+1 2 t+C2+3+C2+1 3 1+C2+3*C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 +C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 47 C2+3+C2+1 4 - /�/'
. SEE TABLE 14
WINDOW WIDTH-5928
FOR DESIGN PRESSURE
••MIN.SASH SIZE= NOTES: ._ �;
Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE
Group FIGURES ON SHEETS 6J8. %�'� •• �-i.��:":;;:•' "_
Spacing for"Integral- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES.
3.7" 4)'114.172-114'AND"1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E.
IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#68705
TABLE 27:
Glass Types Anchor Quantities for XOX Windows
14-16 Sash Sash 24'Height 30"Height 36'Height 48'Height 54'Haight 63'Height 24'Height 30'Height 36'Height 48'Height 54'Height 63'Haight
Conligmation Wld�
Reint LeeeI Range On) Heed&SIII m Head&Sill E Head&Sill Head&Sill ' Head&SIN ,� Head&Sill ' Head&SRI ,� Head&SIII Head&SIII ,� Head&SIII Head&SIII m Head&Sill
R4
Anchor Group A Anchor Group C
35114" K-K-K 11.391-11.391 1+02+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 PRODUCT REVISED
38" %-Y.-Y. 12.308-12.308 1+C2+0+C2+1 2 1.0 2.0.C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+0+C3+1 4 .s cemplyins With the Florida
Btdldnts Code
%-Y,-Y. 11.391-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+p+0+p+1 4 1+C4+0+CA+1 4 A-ptattc No/(o-O 4-J7
451/8' + t I:zpirat' Date /�pJ
Y-%-Y. 13.398-14.683 1+C2+O+C2+1 2 NC2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 t+p+0+p+1 4 1+C3+0+C3+1 4 t
47�f4' '/+-Y-K 11.391-12.297 1+C2+O+C2+1 2 1+C2+0.C2+1 2 1+C2+O+C2+1 3 1+C3+.0+C3+1 4 Hp+D+C3+1 4 1+C4+O+C4+1 4 By
K%-K 12.298-15.558 1+C2+0•C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 Uiam'Drtde P(odact'Oaotmt
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52-1/8' t/+-K-K 12017-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+p+0+p+1 3 1+p+0+C3+1 141+C4+3+C4+1
1+C4+0+04+1 4 1+C4+O+C4+1 4
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Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 1+C3+2+C3+1 411+04+2+C4+1 4
m 60' y-Y-% 13.398-15.360 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 1+C3+2+03+1 4 1+C4+2+CAH 4
Yet% 15.361-19.641 1+C2+0+C2+1 2 1+C3+D+C2+1 2 1+p+O+p+1 3 1+CA+0+O4+1 1+04+0+CAH 4 1+C5+O+C5+1 4 Y Q
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gay
75' Y4-IA-Y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+C4+3+CA+1 4 ` r•Y-'/s% 19.111-2A.641 1+C2+O+C2+1 2 1+p+0+p•1 2 1+p•O+p+1 3 1+C4+O+C4+1 1+CS+O+C5+1 4 1+CS+p+.,4 O 0 O
Custom 17.641-19.397 - 1+C2+3+CZ+1 2 1+C2+3+C 2+1 2 1+C2+3+C2+1 3 1+p+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 x O
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96" K-Y-% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+04+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 }LO �. atop Lf)
%-%-Y 24.361-31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C4+3+CA+ 4 2+C4+3+C4+ 4 1+04+2+CA+1 4 O�N' N 3
%-Y-K 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4M+CA+ 4 2+04+4+CA+2 4 2+C4+3+C4+2 4 J J � .i0 =
120' K-K-K 32516-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+04+3+04+2 4 2+G4.3+C4+ 4 2+C4+3+C4+ 4 Z LL LL cc uMoiO
140' Custom -39.641 2+CZ+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4• 4 2+04+4+04+ 4 2+04+3+cA+ 4 C=j LL >C o (n
M Anchor Group B Anchor Group D H Z O 2 v W 2 'oN j
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38' K-K 12.308-12.308 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C 2-1 4 1+C3+O+pH 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 o Z (L Z
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451/8' Y-K% 13.398-14.683 1+C 2-0+C 2+1 2 1+C2+D+C2H 2 1+C2+0+C2+1 3 1+p+D+p+1 4 1+p+0+gH 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 NC2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+p+1 4 --I 0
J Cfl
47-314' '/+-K-K 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+D+C3+1 4 1+C3+O+C3+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+p+0+p+1 4 1+C4+0+C4+1 4 )--- 0
%-%-K 12298-15.558 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+0+pN 4 1+C3+0+C3+1 4 1+p+0+pN 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+13 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+0+0+p+1 4 ® Q 1�5
Custom 11.391-12.016 1+C2+O+C 2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+G+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3H 3 1+C3+O+C3+1 4 1+CA+0+04+1 4 1+04+0+04+1 4
52.116' '/+-K-K 12017-13.397 1+C2+0+C2+1 211+C2+0+02+1 2 1+C3+O+C3H 3 1+C3+D+C3H 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+p+0+C3+1 3 1+p+0+p+1 411+C4+0+04+1 4 1+C4+D+C4+1 41
Z
K-K-'/a 13,388-17.018 1+l'2+O+C2+1 2 1+(�+0+02+1 2 1+p+0*p+1 3 1+p*0*p+1 4 1+CA+p+CA+1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+o+C3+1 411+04+G+04+1 4 1+C4+0+C4+1 4 ¢ Z aru'S
Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C 2+1 3 1+p+2+C3+1 4 1+C3+2+p+1 4 1+C4+2+C4.1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+CA+2+C4+1 4 0 0 N O
, 60' %-y2-y4 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+p+2+p+1 4 1+CA*2+CAN 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+p+1 4 1+G4+1.Cq+1 4LO
(�
m' Of Lf)
Y-%-Y 15.381-19.641 1+C2+0+C 2+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+04+0+C4+1 4 1+CA+D+CA+1 4 1+C5+O+C5+1 4 1+CZ+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 1+C4+0+C4+1 4 1+01+0+C4+1 4 1+C5+0+C5+1 4 U Z 0rt
Custom 11.391-13.397 1+C2+3+C 2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+CA+3+C4+1 4 1+04+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+Cil+1 4 1+C4+3+CA+1 4 Q = 2
75' t/+-Y-Y 13.398-19.110 1+C 2+2+C 2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+c4+1 4 1+C2+2+C2+1 2 1+C 2+2+C2+1 2 1+C2+2+C2+1 3 1+03+2+C3+1 4 1+04+2+C4+1 4 1+C4r2+C4+1 4 alts '�sa0 sauag
K-%-Y 19.111-24.841 1+02+0+C2+1 2 1+p+D+C3+1 2 1+p+0+p+1 311+C4+0+04+1 4 1+C5+O+C5+1 4 1+C5+D+CS+1 4 1+C2+O+C2+1 2 1+p+0+p+1 2 1+C3+0+C3+1 3 1+04+0+C4+1 4 1+CS+D+C5+1 4 1+C5+O+C5+1 4 j
Custom 17.641-19.397 1+C2+3+C2+1 2 I.C2+3+C2+1 2 1+C2s4+C2+1 3 1+C3+4+p+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 •/,
9a" t/a-Y-K 19.398-24.360 1+C2+3+C2+1 2 I+C 2+3+C2+1 2 1+C2+4+C2+1 3 1+CA+4+C4+1 4 1+C4+4+C4+1 4 1+04+3+CA+1 4 1+C2+2+C2H 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+CA+3+C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4
Y-Y-'/e 24.381-31.841 2+(2+2+C2+2 2 2+02+3+02+2 2 2+C2+3+02+2 3 2+C4•3+G1+2 4 2+04+3+04+ 4 1+C4+2+04+1 4 1+C2+2+02+1 2 1+C2+2+C1+1 2 1+C2+2+C2+1 3 1+C4+2+C4+1 4 1+C4+2+CA+1 4 1+C4+2+C4+1 4
120'
Y4-y,-Y. 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+02+2 2 2+02+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+02+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+04+2 4 2+C4.4+CAr2 4 2+C4+3rC4+2 4
5'?
K-%-Y 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+04+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+CA+3+C4+2 4 2+CA+3+Oi+2 4 2*04+2+04+ 4 ;
140' Custom -39.641 2+C2+3+C2+2 2 2+C2+3+CZ+2 2 2+C2+4+C2+2 3 2+C4+4+C4+ 4 2+C4+4+C4+ 4 2+CA+3+C4+2 4 2+C2+3+02+2
NOTES: SEE TABLE 16 FOR DESIGN PRESSURE
1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). :, '`•�`-•`''" '.
SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8.
GLASS TYPES 10.12&14-16 "MIN.SASH SIZE=WINDOW WIDTH 6072 �'',ti?,� •"l';
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i
MAY NOT BE USED WITH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. �' -�'iC/�',�'•?; {
J-CHANNEL OR INTEGRAL 4)"114-112-114"AND-1/3.1/3.1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE LYNkOILLER,'P.E\
FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, RE.#68705
:z, 16 SASH TABLE 21:
ASSEMBLY Egress Lock Bill of Material
MITERED FRAME WITH DETAILS # Part# Dem"ption Material
1 INTERIOR AND EXTERIOR
FRAME WELDS 100 7MC7024 Multi-Pant Lack rata Cast Zinc
42 105 O 101 73340 Operator mounting Plate Steel
16 102 72015 Multipoint Lock Keeper Aluninum
31
46 ATTACHED TO 103 720214 Muftlpdnt Lock Guide Nylon
32 EXTERIOR SASH RAIL 104 210217-221 lie Bar(Length Varies) Stainless Steel
1 C? 105 71024X12HFX#10 x 1!Y'HH MS Stainless Steel
106 78X1FPAX #8 x T'Ph.FH SMS Sta mess Steel
1 t 72 X4 ! 107 78X,5FPTX #8 x 3r4"Ph.FH SITS Stainless Steel
17 ATTACHED TO
103
30 FRAME JAMB
27 •�•16 EGRESS LOCK
37 DETAILS
q0 (NOT TO SCALE
39
BB 63 OR 84 42 104
i lJJjjj777
87 �• OPT.AUTO LOCK
85
45
20 ATTACHED TO PRODUCT ITBV196ty
as aeatplymg withthe ltlaot&
FRAME JAMB Btnldi g Cod.
46 ! 106 A—ptww No 16-0
ExThu-nDete t
42 + 101
�•, O By
16
14 ••�, MiaPt
107 m'Dndc txla%Can
82
i
OPT. 72 38 102
X4 l l 40
41
47 No
42 �\ 1 OPT.SWEEP LOCK ATTACHEDTO
FRAME JAMB
80 OR 81 15 (1) 1070 TECHNOLOGY DRIVE r
MITERED FRAME WITH N.VENICE, FL 34275
INTERIOR AND EXTERIOR
FRAME WELDS 100 (941)-480-1600
CERT. OF RUTH. #29296
SCREEN .',•...... Ravlmd W. ao(e: Redabn:
ASSEMBLY-
DETAILS evJed BY Dd.. Rev sbn:
33
83 OR 84 l _ '... >,/��.. ..- DesatpUon: Drawn By:
EXTERIOR FRAME -EXPLODED WINDOW VIEW J ROSOWSKI
ASSEMBLY _ 7nb: Date:
NOTES: DETAILS �.• r j.'''•.`.:'::'.. :...::'`:i
HORIZONTAL ROLLER-LM 05/15/15
1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Sanm/A(odeL• Soab: Sheen DtaeUtp No. Rev.•
2)J-CHANNEL FRAME SHOWN.PART#1.OTHER FRAME TYPES APPLY. A.L4.ryN((�145:ER,P:E
3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. RE .6
HR-5510 NTS 18 OF 18 MD-HR5510-01 A
M 1AM NDADE MIAMI-DADE COUNTY
8 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.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone,
DESCRIPTION: Series`°PW-5520 Vinyl"PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11 of 11,dated 09/09/14,with revision A dated 06/08/16,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer of its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0930.25 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0629.12
MIAMI•DAD:
COUNWIN Expiration Date: Apri130,2020
iNEW
Approval Date: August 04,2016
.7 f 2� C Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 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. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15, expiring on 04/16/20.
E. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5' Edition
(2014),dated September 27,2014,issued by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.25)
2. Statement letter of no financial interest,dated September 27,2014, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.25)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E.
Supervisor, Product Control Section.
(Submitted under previous NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0930.25,issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 04/30/15 and expiring
on 04/30/20:
Manuel Perez,P
Product Control Exam ner
NOA No.16-0629. 2
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-2
TABLE 1:
Glass Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Type Description Table
7 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer 4 A"=ANNEALED
8 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16°Laminated;(2)Utes of 118"A Glass With.090"PVB Interlayer 5 'H"=HEAT STRENGTHENED
9 7/81 Laminated I.G.:3/16'A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090'PVB Interlayer 6 -1"=TEMPERED0� 0�
'PVB'=.090"PVB INTERLAYER
10 7/8"Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Liles of 1/8'A Glass with.090"PVB Interlayer 6 'sG"=.090"SENTRYGLAS Box OR
11 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"PVB Interlayer 7 INTERLAYER OQ EQUAL Q
12 1"Laminated I.G.:3116"A Exterior Cap+318°Air Space+7116"Laminated;(2)Lites of 3/16'A Glass with.090°PVB Interlayer 8
FLANGE LEG
13 1"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"PVB Interlayer 9
14 1'Laminated I.G.:3116"A Exterior Cap+318"Air Space+7/16'Laminated;(2)Lites of 3116"A Glass with.090"SG Interlayer 10 C= 0
15 1'Laminated I.G.:3/16°T Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG Interlayer 11 rGASS TYPES 14 THROUGH
16 1"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites of 3116"H Glass with.090"SG Interlayer 12 MAY NOTBEUSED WITHHANNEL OR INTEGRAL17 1"Laminated I.G.:3116°T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of3/16'H Glass with.090"SG Interlayer 13 FRAMES.
TABLE 2:ANCHORS INSTALLED THROUGH FRAME a
Min.Edge Min. "MIN.OF3THREADS
Group Anchor Substrate BEYOND THE METAL fl
Distance Embedment' SUBSTRATE.FOR
P.T.Southem Pine(SG=0.55) 7/16" 1318" STEEL STUDS,MIN J-CHANNEL �Q INTEGRAL �Q
#10 SMS Fu=45 KSI.
(steel,18.8 S.S. Steel,A36" 3/8" 0.050"
Steel Stud,A653 Gr.33° 3/8" 0.0451"(18 Ga.) "UNGROUTED CMU"
of 410 S.S.)
) Aluminum,6083-T5' 3/8" 0.050" VALUES MAY BE
P.T.Southern Pine SG=0.55 " 1.3/6" USED FOR GROUTED 0
( ) 7/16CMU APPLICATIONS. o
3/16"steel Ullracon Concrete(min.2.85 ksi) 1" 13/8"
Ungrouled CMU,(ASTM G-90) 2-1/2" 1-1/4"
#12 SMS P.T.Southem Pine(SG=0.55) 9/16" 1-3/8"
B (steel,18-8 S.S. Steel,A36' 3/8" 0.050"
Or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES
Aluminum,6063-T5' 3/8" 0.063" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13,SHEETS 6-10.
1/4'steel Ultracon Concrete(min.2.85 ksi) 1' 1.3/4" LONG LONG LONG SHORT
C Ungrouted CMU,(ASTM G90) 2-1/2° 1-1/4' I~ SIDE SIDE SIDE SIDE
1/4"steel Creteflex Concrete thin.3.35 ksl 1' 1314'
1/4"steel Uitracon P.T.Southem Pine(SG=0.55) 1" 1-3/81 r- r-
Ungrouted CMU,(ASTM C 90) 2-1/2" 1-1/4" _� sh =y
1/4"steel Creteflex 0 h a
P.T.Southem Pine(SG=0.55) 1" 1318" 1 w
1/4"steel P.T.Southern Pine(SG=0.55) 1" 1318" I i 1 N PRODUCT REVISED
D
Aggre-0Gator Grouted CMU,(ASTM C 90) 2° 2" LONG LONG LONG LONG LONG c9 3s complying with the Florik
SIDE SIDE SIDE SIDE +{ l+- SIDE --i z Building Cale
1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1314" r --- - - T 7 r- - T r A p,a„� 16 oc"zq.12
T --- i T >ali�D
ate
1/4"steel Creteflex Concrete min.3.35 ksi 2-1/2' 13/4" F F F 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2' 1-3/8" ooh oo oo oooo By11I IU) toll i OdTABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 1 1 L- -J 1 L JGroup Anchor substrate Edge Min.
Distance Embedment'
E 2-1/2"x.131"Common Nell P.T.Southern Pine(SG=.55) 318" 2-7/16"
2-1/2"Fling-shank Rooting Nall P.T.Southern Pine(SG=.55) 318" 2-7/18'
P.T.Southern Pine(SG=.55) 112" 1-3/8' = VINYL FIXED WINDOW NOA(LM&SM) 0 919/14
#10 Trusshead SMSoma-
(steel,183 S.S. Aluminum,6063-T5' 318" 0.050'
or 410 S.S.) Steel Stud,Gr.33" 318" 0.0451"(18 Go.) o GLASS/ANCHORS/FRAME OPTIONS o m J ROSOWSKI
F Steel, 3/8" 0.050"
P.T.Southam Pine(SG=.55) 9/16' 1-318' •MIN.OF 3 THREADS CERT.OF AUTH.N28296
(steel,18 8 S.S. Aluminum,6063-T5' 63"318' 0.0BEYOND THE METAL 1070 TECHNOLOGY DRIVE
Steel Stud,Gr.33" 318' 0.050' SUBSTRATE.FOR
or 410 S.S.) STEEL STUDS,MIN N.VENICE,FL 34275 m m ; .
Steel,A39' 318° 0.050° Fu=45 KSI, (941)-480-1600 PW-5520 NTS h 2 OF 11 u'o z MD-5520.0 rc zdA
A.LYP E p 58705 I.E.
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
INSTALLATION OPTION 5 1!a•MAX.SHIM V4"MAX.SHIM
ANCHE INTO 2ROUGH ANCHORED THROUGH INTEGRAL FIN
ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I� EDGE DISTANCE
INTEGRAL FIN INTO 2X WOOD "�T FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.
r EMBEDMENT I a NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP.SEE I
NOTE 2,THIS SHEET. EDGE 1 3
EDGE DISTANCE DISTANCE
J-CHANNEL I � 5 Q
FRAME y O
SHOWN 1
EMBEDMENT
1 1/4"MAX.SHIM TYP.ANCHOR TYPE,
�Q 1°THICK I.G.
'EMBEDMENT AND
TYP.ANCHOR TYPE, EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE,SEE
6 a DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE,
SEE TABLE 3,SHEET 2. (SCREW SHOWN) FIN EMBEDMENT AND EDGE
5 (NAIL SHOWN) O❑ 7!8'THICK I.G. 0 FRAME DISTANCE PER SUBSTRATE,
J-CHANNELJ EXTERIOR VISIBLE LIGHT WIDTH r.l 7 SHOWN SEE TABLE 3,SHEET 2.
(NAIL SHOWN)
FRAME
7/8"THICK I.G. NOTES: SHOWN
BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK VISIBLE THAN 1-1/2•THICK ARE TO BE CONSIDERED 1X
HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4"MAX.SHIM #10 OR#12 STEEL 1/4"MAX'
WOOD BUCKS DEPICTED AS 2X ARE 1.1/2"THICK SMS(G5),SEE SHIM
OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2&3, I�
SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. L�
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD. 0
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
1"THICK I.G. REFERRED TO AS DAYLIGHT OPENING)IS
MEASURED FROM BEADING TO BEADING, �Q Q
FIN AND/OR PRODUCT REVISED
FLANGE MAY BE 13«mrAy1Ut w� ���
BuQdp toG.3c
REMOVED IN-FIELD A�tmm�I�O-
O INTEGRAL FIN 0�o EXTERIOR o E nisi Daro /��
EXTERIOR I I TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN rl ❑ _
3 u AND EDGE DISTANCE PER �J M(ys,' - 1
aSUBSTRATE.SEE TABLE 3,SHEET2.
INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8
FIN INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,
FRAME MAX'
SHI INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.
SHOWN o SHIM
INSTALLATION EDGE
OPTION 5 DISTANCE VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14
ANCHORED THROUGH -
INTEGRAL FIN INTO 2X o J-CHANNEL&INTEGRAL FIN FRAMES o, J ROSOWSKI - G(• fi I
WOOD FRAME OR VISIBLE LIGHT FORMULAS
BUCKSTRIP.SEE NOTE 2, j
WIDTH:BUCK WIDTH-4-3116"
THIS SHEET. EMBEDMENT
HEIGHT:BUCK HEIGHT-4.3!16' CERT.OF AUTH.
VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE a
N.VENICE,FL 34275 y
(941)-480-1600 t P W-5520 NTS N 4 OF 11 o z MD-5520.0 z° A A LYNN
Eft 58MILLER,PJ.
TABLE 4:
Window Design Pressure,(+I-psf) use this table
for Glass j
118"A Cap-Airspace-5116"AIA with PVB Type:
Window Long Side(In) TABLE DIMENSIONS MAY BE
Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR
18 +/-50 +/-50 +/-50 +l-50 +/-50 +/-50 +/-50 +/-50 +150 +/50 +1-50 +/-50 HORIZONTALLY AS SHOWN.
20 +/-50 +/-50 +l-50 +/50 +/50 +/50 +/-50 +/-50 +/-SO +150 +/-50 +/-50 LONG PRODUCT Rwith
C11D
SIDE •camplyingwiih�v1d'ft
22 +1.50 +150 +1-50 +l-50 +/50 +150 +/•50 +/-50 +/-50 +/50 +/-50 +l50 LONG SIDE 131ilding Cade
24 +150 +/-50 +/-50 +150 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +150 +150 -f— E.11i Lance No �i•t�.__
! E.fypimt Dare t
26 +1-50 +t50 +/-50 +/50 +150 +/-50 +150 +/50 +/-50 +150 +/-50 +150 SHORT
28 +lSD +/50 +/•50 +/50 +/50 +l-50 +/50 +/50 +/50 +/-50 +/-50 +/-50 SIDE BfamiDad eProduct
30 +/-60 +/50 +/-50 +/50 +/50 +/-50 +/50 +/-50 +/50 +/-50 SHORT
c SIDE
m 32 +l-50 +150 +/50 +/-50 +/50 +1.50 +/50 +/•50 +/50 +1.50
a
'w 34 +/50 +/50 +l50 +150 +/50 +/-50 +/-50 +/•50 +/-50 �
0 36 +150 +150 +150 +/50 +/50 +/50 +/50 +/50
y �~ LONG SIDE ---► � ,
38 +/-50 +150 +/-50 +f50 +/50 +150 +/50 � n
40 +/50 +/-50 4/50 +/50 +/50 +/50 rc
SHORT
MPIX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING
42 +150 +150 +/50 +150 +/50 SIDE f� /�j SIDE
THROUGH THE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PER SNEET4 Y Q .
44 +/50 +/50 +l50 +/50 j v co .
APPLIES TO A,B,C OR D ANCHORS AP PLIES TO E OR F ANCHORS naa
46 +/-50 +/50 +150Do O
(SEE TABLE 2) (SEE TABLE 3) R'
48 +150 +/5015^ q^ L U) o
51.05 +/-50 I SHORT I_ O a [--
el a0 LO
co i
'1 SIDE f JO,j C310m 6 p
To—
Z- .W —.0
L) X LO o
TABLE 5: W Z O n ID 'aN
Window Design Pressure,(+I-psf) Use ibis table E-.W m0 ea �nro
for Glass8 r> R :E
118"T Cap-Airspace-5116"A/A with PVB Type: Z d Z W U
LL
W Indow Long Side on) v 0 -1 O
Dimensions 60.926 64 fib 68 70 74 77 80 84 87 92 97 99 Z Q m
32 +/50 +/-50 +150 +/-50 +/50 +/-50 +/50 +/50 +/-50 +/-50 +/-50 +/50 +/50 R0 W ;aays
34 +/50 +/50 +/•50 +/-50 +150 +/-50 +/50 +/50 +/-50 +/-50 +1-50 +/-07.3 +1-46.7 ® Si Z
36 +/50 +1-50 +150 +/-50 +150 .+/-50 +/50 +150 +/50 +/-50 +147.5 +/45.4 +/-44.6 Z
38 +l50 +/-50 +150 +/-50 +150 +/-50 +150 +150 +/50 +/-09,1 +/-06.1 +/43.9
along
40 +/50 +/-50 +/50 +/-50 +/50 +/-50 +/50 +150 +/-W +/-08.2 +1.45.1 o X a o
42 +/50 +/-50 +/-50 +/-50 +/50 +/-50 +150 +150 +/49.8 +/-47.4LL Z N
44 +/50 +/-50 +/-60 +/-50 +/50 +1.50 1 +/5D +/50 +/-08.9 ~ J
y Z
46 +/50 +/-50 +/-50 +/-50 +/50 +/-50 +150 +/-09.9
W a
48 +/50 +1-50 +/50 +/-50 +/50 +4-50 +/50 apl •�sa0 sauag
Go 50 +/50 +/-50 +/-50 +/-50 +/50 +/-50 .
62 +/50 +/-50 +/-50 +/-60 +150 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING
THROUGH THE FRAMEPER SHEETS 3&4 THROUGHTHE INTEGRAL FIN PER SHEET 4. NOTES: ;;.i.•..'� ,
54 +/50 +/-50 +/-50 +/50 APPLIESTOA,B,CORDANCHORS APPLIES TO EOR F ANCHORS 1)BUCK DIMENSIONS SHOWN.
66 +/50 +/-50 +/-50 (SEE TABLE 2) (SEETABLE 3)' ,
58 +/50 +1-5D 15" 3.5"FOR E ANCHORS,L FOR F ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLEDIM
SHORT OR LONG ENSION.
60.926 +/50 �•
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN. .
A.LYNN MILLER,P.E.
PF;
E 158705
TABLE 8:
Window Design Pressure,(+/-psq Use this table
for Glass 12
3/16"A Cep-Airspace-7/16"A/A with PVB Types: TTT
Window Long Side(In) TABLE DIMENSIONS MAYBE f
Dimensions 69,649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 HORIZONTALLYASSHOWN.
34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-7D +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 LONG aRODUCT REVISED
36 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +1-70 LONG SIDE SIDE m cmnplyin8 wRh the Norma
F~ /d Buildiry Code
38 +l-70 +l-70 +1-70 +/-70 +/-70 +!-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 f/ ncapmncehiol(o-O!o .(/Z
Expiralwm Dace /1
40 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/•70 /-69. +-66. !
42 +/-70 +1•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/�9.5 +/-66,7 T
SHORT Ey
IWiami ade P[odilt{
44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/•69.9 +/-66.4 +/-63,7 SIDE SHORT
46 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-69.9 +/-67.4 +1-63.9 +/-61.7 SIDE
48 +1-70 +1.70 +/-70 -+/-70 +/-70 +/-70 +/-70 +/-70 +/-67,8 +/•65,3 +/-61.9 +/-59.7 '
z
v 50 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-69.5 +/-68.5 +/-65.9 +/-63.4 +/-69.9 ry
N LONG SIDE
52 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67,8 +/466.9 +/+64,2 +/-61.6 T- ¢
w
54 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/•66.2 +!•65.3 +/-62,5 !
66 +1-70 +1.70 +/-70 +/-70 +1-70 +/-69.2 +/-64.7 +/ 18
SHORT
57 +/-70 +1.70 +/-70 +/-70 +/439.8 +1•68.1 +/-64 SIDE SIDE
Y Q
60 +/-70 +/-70 +/-70 +/-69.7 +/-67 +/•66.3 j ca •naa
62 +/-70 +/-70 +/69.9 +/-67.9 +/-65.2 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING _1111
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 ❑ Q
64 as 0
+/-70 +/•70 +!•68.3 +/-66.3 APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS N N "1"0 04
66 +/-69.9 +/{B.9 +/-66.7 (SEETABLE2) (SEE TABLE 3) - SHORT I_ O�.'aj v to
68 +/-68.4 +/•67.4 15.5" a" 'l SIDE f Z- �co uMo.O
69to
.649 +/-67.1 U L -D o
TABLE 9: W.Z O 'oN
Window Desbn Pressure,(+!-ps1 acme 0> mo O g smo
3/16"T Cap-Airspace-7/16"AIA with PVB Type: 13 o z a.z a w
Window Long Side(In) O - LL
Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 3 CO O
o0
32 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1.70 +/-70 +1-70 ® N 0 LU T---,is
34 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 - Z x
36 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 .+1-70 +/-70 +/-70 +/-70 +/-70 +/-70 y Z
38 +/-70 +/-70 +1-70 +/•70 +1-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 W LU olo"s
40 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/•70o X CL p
LL z
42 +/-70 +/-70 +/•70 +/-70 +/-70 +/aD +/a0 +1a0 +/aD +/aD +/ao +/-70
44 +/-70 +/-70 +a70 +/-70 +Ia0 +/aD +lao +1-70 +/a0 +/a0 +/-70 +/a0 Z W
46 +/-70 +1-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +!•70 +/-70 +1468.6 - ❑ d
o. 48 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.8 +/-66.3 anuosea sai�ag
0 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-7D +1-70 +/•70 +/-66.6
ED 52 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/•70 +/-68.6
N
54 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/469.5 NOTES: '1)BUCK DIMENSIONS SHOWN.
56 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1.70 +/-70
67 +/-70 +1-70 +/-70 +1.70 +/-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE .. _
NEXT AVAILABLE SHORT OR LONG DIMENSION. '
60 +1-70 +1-70 +/-70 +1.70 +/-70 +/-70
62 +1-70 +1-70 +1-70 +/-70 +/-70 N9A%.O,GSPACING IFANCHORING MAX.D.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET2), 6
64 +/•70 +/-70 +/•70 +/-70 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET FIND THE SMALLEST SQUARE WINDOWSIZE INTHE _ a,;r :`� '•'T;
APPUESTO8,CORDANCHORS APPLIES TO F ANCHORS WINDO WIL COMPLEABOVE TELYICH
THE ARCHITECTURAL
66 +/-70 +1-70 +/-70 (SEE TABLE 2) (SEE TABLE 3) WINDOW WILL COMPLETELY FIT WITHIN.
68 +/-70 +/-70
15.5° 30:
69.649 +/-70 A.LYNN MILLER,P.E.
P.11458786
TABLE 12:
Window Design Pressure,(+/-pso Use this table TABLE DIMENSIONS MAY BE
for Glass 16 ORIENTED VERTICALLY OR
118"T Cap-Airspace-7/16"WH with SG Type: HORIZONTALLY AS SHOWN.
Window Long Side(n) LONG
Dimensions 60.926 64 66 68 70 74 77 BO 84 87 92 97 99 SIDE
�+— LONG SIDE e
32 +80/-110 +80/-110 +801-110 +80/-110 +801.110 +801.110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110
34 +801110 +80/-110 +80/-110 +80/410 +80/410 +80/-110 +80/-110 +801-110 +80%110 +801-110 +801-110 +BD/-110 +801410 PRODUCT REVISED
SHORT m complying with the Fluelda
36 +801.110 +801-110 +801.110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80l-110 +BO%110 +801-110 +801-110 SIDE Building Cods
38 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +801-110 +80/-110 +801-110 +801-110 A+pi.l'cc atc -Ofo'1flo
SHORT I_ E%pt91' DBIL -(^+(u
40 +801-110 +801.110 +801-110 +801410 +801-110 +801-110 +801410 +801-110 +801-11D +801-110 +80/-110 SIDE f
B
42 +801-110 +801•110 +801-110 +801-110 +801410 +801-110 +80/•110 +801-110 +80%110 +80/•110 lyjjpmi ade ProJuut Comm!
m 44 +80/-110 +BO!•1.10 +801-110 +80/-110 +801410 +801-110 +801-110 +801-110 +80/-110
y 46 +80%110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +8N LONGSIDE-110 ;
c 48 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 H
y 60 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 SHORT LONG '
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE SIDE
62 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 f n
54 +80/-110 +801-110 +80/-110 +80/-110
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
66 +80/%110 +801-110 +BO/-110 APPU ES TO B,[OR D ANCHORS
68 +80%110 +801-110 (SEE TABLE 2) NOTAPPUCABLE W `1 Q
60.925 +80/-110 GLASS TYPES 14 THROUGH > U)
'17 MAY NOT BE USED WITH _ I SHORT I R
J-CHANNEL OR INTEGRAL 'I SIDE f U) o
•FIN FRAMES. }LO 't slap O N
TABLE 13: C7 fVa N It to
Window Design Pressure,(+/-psg U�eths>eble CD �'
for Glass 17 Z LL �LL u v0
3116"T Cap-Airspace-7116"HIH w)th SG Type:
x c-)
Window Long Side(In) U U X N co
Dimensions 77,76 79 81 B3 86 97 91 94 96 99 104 107 111 118 120 125 136 144 FµZ.I BOO p v ar DMa
36 +801.110 +80/-110 +BD/-110 +801-110 +Bo/-110 +80/-110 +BO/-110 +BO/-110 +801-110 +80/-110 +8N-110 +Bol-110 +8p/-110 +801-110 +g0/-110 +80/-110 +80/-110 +8N-110 �n> O 2 W
40 +80/410 +80/410 +801-110 +801-110 +80/410 +80/-110 +801-110 +80/410 +801-110 +80/-110 +801.110 +80/•110 +80/-110 +801-110 +801-110 +801-110 +801410 +801.110 Z ti Z '-
Q W 0
LL
42 +80/-110 +80/-110 +801110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/110 +801-110 +801-110 +801110 +80/110 +80/-010 +801-110 +801-110 +801-110 Z LU 00
44 +801-110 +80/-110 +80/-110 +801-110 +801.110 +80/-110 +80/•110 +80/-110 +801-110 +801.110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 z F
48 +801-110 +80/-110 +801410 +80'-110 +801-110 +80/-110 +80/-110 +80/410 +80%110 +80/-110 +801-110 +801-110 +80/-110 +80/•110 +801-110 +80/-110 9 O W Iaays
60 +801-110 +801-110 +801-110 +gal-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +B0/-110 +801-110 +801-110 +80/-110 ® Z
51 +801-110 +801-110 +80/410 +801-110 +801-110 +801-110 +801-110 +601-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 N IXZ
54 +801.110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +00/-110 +801-110 +80/-110 +B0/-110 I Q W LU alos
0 56 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/•110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110o X 0. p
58 +80/•110 +80/-110 +80/-110 +801-110 +80/-110 +8D/-110 +80/-110 +801410 +801-110 +801410 +801-110 0 LL z
z 61 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801410 O >- w
N 63 +80/-110 +801-110 +801-110 +801.110 +80f-110 +801-110 +801-110 +80/-110 +80/-110 j in 0-
64 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 en1 ''Se0�e�es
66 +80/-110 +801.110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 .
68 +80/410 +80/-110 +80/410 +80/-110 +80/•110 +80/-110
70 +80/410 +801-110 +801410 +801-110 +80/410 ..
72 +80/410 +801410 +801-110 +Ba(-110
74 +80/410 +80/-110 +801-110
76 +801110 +801-110 - /, .....
77.76 +801-110 (i(
NOTES: '
1)BUCK DIMENSIONS SHOWN.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. P.E.#58705
� I
MIAMPDADE MIAMI-DADE COUNTY
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.miRmidadLgov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION:
one:DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 630038, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through• 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-02-18.03
MIAMI•DADE COUNTY Expiration Date: May 26,2021
Approval Date:April 14 2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel)?el*,P.E.
Product Contrl E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
hm
DETAILA: DETAIL B: MULLM I o
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCK@TwP TYP.ANCHOR v
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, ox
OFFSET CLIP SHOWN ATTACHMENT SEE SEE TABLES 18-15B
) (STANDARD CUP SHOWN) BY OTHERS,
SEE NOTE 1, Ty
I j 121-23
ULLION SHEET I.
i I EE SHEETSa b I MIN 2.T t4st ,' EDGE Q
FTHER I I I FOR HOLE .p I I CONCRETE OR CMU EDGEDISTACE,
EDGE LOCATIONSI SEE SEE TABLES
CLIP
MAY
I DISTANCE °' I o EDGE DISTANCE 78.168 :, !Y �° i �, FORWOOD FOR MASONRY LU Q 'O$ Q
i ANCHORS
SCREWS �60,MAX FOR °d a I I i SIDE VIEW N co m
•- 4 ALL MULLIONS d• Ems-. O
a p a e e EITHER THE ',
e - _ 8TANDAR00 Z �5',
•d a'. OFFSET MULL Z
a CLIP MAYBE
° e a atr EXTERIOR, a INsrALLEDeY
° THIS METHOp. 09
q EDGE Z
z
a.S •• OISTANO4 .. ¢ � r-
F— Z
a MABDR NRY
ANCHORS Z N O
THE OFFSETCItP t8
L/�'y RECOMMENDED FOR � 1—� O'�
EXTERIOR e° FIN-FRAMED g y
WiMDOWB,BUT MAV a _ _
ALSO BE USEp FOR q LU
in
OTHER FRAMETYPES. Y
Q O O
0'0
TYP.ANCHOR WP.ANCHOR .�
TW.ANCHORPERSUBSTRATE, PER SUBSTRATE,
PERSUBSTRATE, / SEE TABLES 1@-16B SEE TABLES 1B•16B
SEE TABLES 113.168 // EDGEIEND
DISTANCE BUCKSTRIP
SEE TABLES AND
EMBEDMENT BUCKSTRIP 78.16@ ATTACHMENT
:: BV OTHERS,
NT'
AND EMBEOAg
ATTACHMENT ,. r r.••.:•'• SEE NOTE I,
BY OTHERS, n SHEET 1.
SEE NOTE 1, •,
^ MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW ORODUCTRBVISED
FRONT VIEW BuildingyWevnh are I7tMIA1
Aeceptanm NBma ,c)s
E.3*ifatiomflDa4tvINSTALLATION NOTES: B1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYONp WALL DRESSING OR STUCCO. MfcT
IIII
PRESENTATION
ONLY. ECAUSE THE ANCHOR CAPACITY SBASED PAR LYYON2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE H EPICTORIALOR ANCHORTOANCHORDSTANCE THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE }GENS
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED.
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. No-68705
���—±�•�(�^
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. •O "`
• S
5)FOR MASONRY APPLICATIONS IN MIAMI-DApE COUNTY,USE ONLY MIAMI•DADE COU1 EOF
NTY APPROVEp ���^�••., F(.OR10p"•.•'��
ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS.
77 701VA1.. 1
A.LfNN+MilLEf7.�.E.
FL PEA 58705
I
I
DETAIL F: DETAIL G: DETAIL H: H
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
�o r
SEE DETAILS
SHEETS 2 AND 3 FOR INSTALLATION 3V OR 4S• s 2
TO SPECIFIC SUBSTRATES, BAY MULL a!
N
MULLION ,rps, m
o O z 5`r
° o' o 0 o Q Q o w
SIDE VIEW O I TOP VIEW 2
—3 n
SHOWNWITHi'X4'X.12V TOP VIEW I I m V C3
^ MULLION 1 I I Z t N
J
I
EXTERIOR TYP.ANCHOR
I I I I /--PER SUBSTRATE, _5F'
/ SEE TABLES 16B OR 16B
STANDARD MULLION CLIP I TYP.ANCHOR I I $
I I PER SUBSTRATE, I 1 EXTERIOR ~ Z
MODIFIED TO FIT FIELD I J TA
SEE TABLES 18448
CONDITIONS,
y Q Z
I I I I I 2'XS'ANGLE CLIP, F- Z Q 61 O
i I I I I 2 PER MULLION END,MUST BE
MULLION I t I i INSTALLED INSIDE OF BAY MULL r, Z
1I 1 1 ANGLE CLIP, !— 0)
1 1 2 PER MULLION END, V Z Q g
1 1 MUST BE INSTALLED Q Z� p
INSUDEOFMULL, Q.g` to
I
TYP.ANCHOR b
PER SUBSTRATE,
SEETASLESIB443
INTO WOOD,
STEEL,
INTO UOSTEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMCMU OR MASONRY MODIFIED IN•FIFID. ,l
EXTERIOR
(D OpS10>{°R PRGDUCT REVISED I
03 complying wish Iha Florida
Tfutldiog&&
E INTO WOOD,STEEL, Ampim—No 16"02118
®
ALUM,CMU OR MASONRY O
EDGE Bxpimtw Date 2+)
DISTANCE
PER BY
ANCHOR Mimi tloducf
DISTANCEE
PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: LYNN,1/Zj
NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. y�.�,•''��GENSfi''•,'p r
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X2.11-X.125'MULLION, 2)DETAIL G:SEE TABLES 1B-T4B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE ;SL;• ND,[111705
LOCATIONS. T
2)SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 1VU.1
3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. �"� T£ �
FL 58705
i
TABLE 2A - -
Mullion=s ac Table/bee
Opening Wtdth(forverHcaffy-spar dng mL61ons)or Opening Height(for hoftorda4y-spanning mUilons) a!-
601.
!-601. 60 In 7014 BON OD in login 1201n 14014 1601. Ig 9
Rectangular Tra"ang. Reolmgurar TrepTdsm.. Rectangular Trap7rdarg. ReUamular TMOIda04 Rectangular Trap'nfem. Reclongumr Tmpmtan0 Rectangular Tragniang. Redacted. TraprMmg. R&Aanguav TrapTdanB. e
1 x 2x.976 Loading loading Loading Loading Loading Loading Loading Loading Load m Loading Loading Loading LooLoading Loading Loading Loading Loading Loading px u
Alum.Tube
LID
bb
(Al C4
an an � : d � dF € � � � 8-F � � x� 2• N «
426. 1T00 820 170.0 435 1511.3 662 1700 478 128.7 682 170.0 WO 113,5 662 1169.5 318 100.8 882 168-9 517 We 662 16a.9 617 75,7 662 1638 617 819 662 188.8 617 58.7 662 1649 517 0
48 In 721,8 607 15x0 418 101.4 $07 118.2 410 BB.B 507 708.7 403 -1 LIJ
76LO 607 1028 399 87.6 507 99.6 397 Me 607 SRO 308 50,7 607 99.0 396 43.4 507 99.0 393 30.0 607 SILO 386 =
60.14510 103.7 458 1114.6 370 014 458 1 09.0 371 74.1455 90.5 304 64.8 1 458 like 360 57.6 456 Ot.3 357 61.6 456 80.0 355 432 458 60.0 358 37.0 456 8110 358 324 456 80.8 350
5414 85.4 1,400 1 93.3 338 71.2 400 1 80,11 328 61.0 400 727 322 6a4 400 87.3 316 47.5 400 64.0 316 427 400 623 314 US 410) 61.8 313 30.5 400 81.8 313 26.7 460 61.6 313 W O Q
IEM O E-
6014 6'2.3 324 69.8 270 51.9 324 67.6 270 44.5. 324 51.2 254 30.8 324 40,9 260 34.8 324 43.9 257 31.1 374 42.0 255 28.0 324 40.5 253 222 324 40.5 253 19.6 324 406 253-
83
53 47)
S 83M 33.8 284 5V25244.0.e 284 48,2 248 384 284 413.8 241 33.8 284 39.8 iR
237 289 294 37.1 234 28.8 247 35.2 232 774 294 33.5 230 19.2 294 334 230 lee 284 33,4 230 68h 408 260 40 268 424 715 33.4 268 37.5 221 29.2 268 34.1 218 200 268 31.6 215 23.4 288 20.8 212 106 260 210 210 18.7 268 27.7 209 14.6 260 27.7' 20972In 36,0 225 3 .0 225 32.2 181 25.7 224 28.4 188 27,6 2M 258 185 20.0 225 23.6 182 160 225 22.1 169 15.0 225 20.3 177 126 226 10.8 176 11.3 225 lea 170 7810 30.8 202 35 2021 27.2 173 219 201 23.8 170 102 202 21.5 187 IT.O 2022 19.7 185 1b.3 202 104 163 128 202 16.7 160 W.8 202 15.8 158 9.6 202 15,8 766 � IL78 N 213 101 2 .6 192 26.1 165 20.2 192 220 182 17.7 192 107 159 15.7 102 10.1 157 14.2 182 100 166 11.8 101! 16.2 152 10.1 182 14.4 160 8.8 192 14.2 1509014 115 141 1 .4 144 101 1. Z 3 QN1. 16.2 121 1 Z 2j Co Q i
TABLE 28 - An horCapacity Table ANCHOR CAPACITY ADJUSTMENT FORMULAt
Tba ANCHORCAP.,�:: � X
subalmle: 2.19 C4narele 3.5k Cora. Ho6oN t']4U Filled 17AU FT Woos Metal (D�)X( )=ANCHOR CAP.- a Y `•�
51t6'Eico 11438Etco 51t6'Eko 1!4'SSEk0 XtIIShet 112 Steel 9128tad MULUONCAP.,,+,,,,,, r N y 4q
Anch«TyE480
Elco U tmccn 114'Eke Ulgacon 311V Elco Ullman 1114'Eleo Uamco4 V )( Q O 0
AnchorCllpPaNama umace. ApgmOot« u9acon aggecam scirew(cs)screN(os) soma(c5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q x
Edge OistomaO2-lir 1' 2.1x1' 34x6• 1' 2-Nr 1• 2-W r 3.118- r OAA O.sr o.324• CAPACITY REQUIRED'CORRESPONDING TO AN p, z 4A to
Embedment(to): 4• ta14' 13'4' 1314' r 1.114' 1.114• 1.114' 1-114' 1-1/4' 1.114• r 1alC lard" taro, ACTUAL PRESSURE REQUIREMENT FOR THE O
2Anchom@4.75•Mh.O,G i Bmndord crOSeet Clip(FWms 39D m3 4Wrba ego ms 7st4 m, 270 ibs 280 ms 354[be 7491bs -74ibs seams Notes 341 es 4427as s6GIm OPENING,WHEN IT IS LOWER THAN THE MULLION � >
4 Archon 0 MV Min.O,C.I Stendam(«OlaeO alp(Fg. m, 700[as N1A WA NIA WA 380 m, WA NM WA WA WA ee2 ms W51t. 112o Iba CAPACITY(FROM THE TABLE)OF THE SELECTED
dA4ch«a�3'Mit
0.111(2)2a5Arigb alp I(Fg. m, Tab ma OWtb, 156Oms 18W m, 540 an 5W mo WA 7691bs weiba seems 192 ma eat ne e65we 1t25ma MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anohora®0.45•NW.O.C.IUMp,1010.125"Alum,(FTS. A WA WA WA NIA WA WA WA NIA WA WA WA WA NIA 71511u CAPACITY WHICH MAY BE USED TO QUALIFY
I a.ch '.0(Fg. Ne 195 me 225 Re 445 ma 622lb, 135 bee 140 fba 17rtm 37oms 187lbs 332 Has 473168- 17o as 2211bs aegis ADDITIONAL ANCHOR OPTIONS FROM THE
2 Mchots®1.15"Min.O.OJ F42g(F . ms 350 ma WA WA WA WA look. WA NIA WA WA WA 341 gx 421 660
414 W ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT REVISED
w complying with tins Florin
• _ll�7J�.3 i * • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Buiidins No
O.de
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -+j 1.000' �+- Aceept n Data! •02/ •d73
Expi101ie.Date )
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3: Miami Product3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,
2000°
F9
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ' , t I I I !
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 378+ Q:• •tiCENsr --,d,.p
CONCRETE BLOCK UNIT(CMU)SHALL.CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED Tei'
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125' No.58705 `•
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2'X.375'MULLION
LEAST.125"THICK AND 138,ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST SCREW THREADS BEYOND -_-O
• � � THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ''A • _/T'$ 6 ;i�U
P,
1QqAti-'r-
A.LYNN)i MER,P.E.
FL P.E.#58705
TABLE 4A
Mulllon Capeolty TableIbefi e �
Opening Width(tor verticalttF5parnhg mt,Diorm)or Opening Hetght(tor nortmrlatly-6parr4rg imllons)
Sen 80t. tet. win 90n I It. 1201n 140n Iso In
1x2.75% Rectangular TeiprTderg. Ralarwor T.0m.9, Roclangi Trapll8ang. Recten9Aar Trepltllang. RwloAguler 7YapRdanD. RaofargiJar Tmpntlong. RectengAer Traprolmo. Realangder Tmpridang. RectangAer Trep7N0.g. I92!o
862.751x, taadng taadnD Loading Loa4.D Ladw Loafing L-4139 Loaft Loedrg Losdn9 Loading Loading Loading Lesdrg Loaft Loading Loadng loscig v
Tube a $ 1~ $ D a
Mullion ' (3 �' G $�' 8 y� 04
42n 110.0 820 170.01 435 170.0 744 170.0 478 170.0 88@ 17010 608 510.0 987 170.0 Ste 170.0 1118 570,0 521170.0 1240 170.0 621 110.0 1468 170.0 521 158.7 1620 170.0 521 1358 I= tTo.0 521 - W
4891 170.0 748 570.0 524 170.0 860 570.0 564 170.0 892 170.0 we 170.0 It33 170.0 661' 170.0 1275 170.0 677 170.0 1417 170.0 860 141.7 1417 570.0 680 121.5 1417 170,0 690 106.3 1417 1Too 580 2
5o.e25n 170.0 1 747 170.0 563 170.0 BBB 170.0 1 031 170.0 1 1048 1 170.0 884 170.0 1195 1 170.0 1 723 182.6112881 170,01 747 146,3 12881 170.01 756 121.9 1288 1 170.01 758 101.5 1288 1 170,01 758 91A 12158 170.01756 W B to
54n 170.0 707 170.0 Bit 170.0 858 170,0 6B1 170,0 the 170.0 754 150.7 1130 170.0 603 133.9 1130 170.0 837 120.6 1130 1706 @58 100.5 1130 170,0 881 It 1130 170,0 861 75.3 1130 170.0 Get m M F
gain 470.01 885 170.0 701 146.6 915 1823 761 125,6 915 144.5 746 109.8 615 132,3 735 97.8 816 MA)1 726 67.0 015 118.51 770 732 916 114.4 715 82,6 815 114A 715 64.9 016 114A 715
631n 151.6 830 161.8 710 178.6 830 139.8 694 108.6 830 123.2 081 04.0 B30 112.2 070 64.4 830 184.0 682 75.9 630 ODA 658 63.3 830 64.5 649 512 830 94.1 640 47.4 630 94.1 648
88 to 132.1 157 140.0 B50 110.0 757 119@ B38 95.3 7gT 105.0 824 82.6 757 88.1 814 7315 757 88,1 g08 88.0 751 64.2 800 65.0 757 79.0 593 47.2 731 71{2 3fl1 lf.3 757 782 591 412
S
72111 101.7 838 196.8 382 M.@ 838 91.0 540 72,1 838 80.1 530 63.8 83@ 722 521 655 038 855 514 50,9 B38 82.3 508 42.4 6311 57.2 500 38.3 B38 55,3 497 31.0 630 65.2 497 W
76 n MB 571 90.1 485 72.1 671 70.01 468 0, 571 87.4 478 54.1 571 80.6 471 48,0 571 55.8 484 432 $71 51.8 459 38.0 671 47.0 451 30.8 571 44.8 447 27.0 571 44,3 448. .p a rtZ
4 er- a
791n 8015 542 8315 471 68.7 542 70,8 585 57.1 $42 02.1 458 50.0 Sit 55.7 449 4L4 542 51.0 M2 40.0 "542 47d 437 33.3 542 42.8 420 258 612 40.8 425 2515 $42 40.5 423 Fzz- .� e-
90 in b2.t 407 '53.7 381 43.4 407 45.4 365 372 407 30.8 349 32.5 407 35.3 343 2815 407 32.1 338 28.0 407 258 334 21.7 407 29.1 327 188 407 24.1 322 16.3 107 2315 310
4 Z N o
N to m o
Ban 42.9 358 14,1 320 35.0 358 37.2 314 30.7 350 32A 309 258 358 211.8 304 23.0 3611 26.1 3D0 21.6 350 24.0 208 17.0 358 21.0 280 15.3 355 10,2 284 (n X32 Q �
108n 30.1 263 3015 255 73.1 283 25.0 Z51 21,3 2W 22.6 247 558 283 19.0 244 18.7 283 18.0 240 55.1 783 58.5 757 to
it!n 27.6 267 253 242 23.1 287 23.8 23D 79.6 287 20.4 235 47.3 287 153 237 15.4 2@7 1@.5 228 try Y
120n 22.0 229 73.3 208 18.3 229 18.6 203 15,7 729 1B2 202 V X „q
TABLE 4B d- O O
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Cavacltv Table be
ANCHOR CAP._,,, a
Suhelrofe: 2./k carmrete 3.9k Conc. RoBowCMU Filled CMU PT Wood meld (DP„)Xt AP.-,-)
CAP.,,,
dIVEbe 1W SS Ek.5118'Etc. 1/4'65 Elco #10 GIW 1112 Stool 012 Sled MULLION CAP.,,",,,,,,,
AnehorCllpPoReme Amno+7yp0: u76`EkaUldeea 7t4•ElootR9aeon UWcw SWEI.0U10acon tt4'EtwtBOeoon Ag9mCalor u8mcar AggreGolor Sew(36)Scm(GS) Be"(05) USE THIS FORMULA TOOBTAIN THE ANCHOR
EGO.Mt-.(Ing V 2-Irr r VIM 3.118' in 2-1tr 1' R-Vr r 3-116' r 0.46' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
EmbWmet 7 fart' 1.314' Sato" taro' r 1-114• faro' 1.114' 1-114' 1.114' t-lW r I.3w far@• 1-16$8 ACTUAL PRESSURE REQUIREMENT FOR THE
2Anahga 04.75'MIn.O.C.ISlaod or OOsd alp(Fq.I): 3901$ 390 in 450 ft 890 Ice 1044 Ws 2708» 2801$ 354 r 740 rA 374 lb. 6M la 94510$ 341 Wa 4421m SBOWS OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anthem It 1.15 Mim QC.I SRenaad(or08ae8 Up(Flo,2k 480 Ws 700118 WA 147.0 WA WA 380 Ace WA WA WA WA WA 6112lbs865! 1170 We CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Alchots C 3'Min.D.C.1(2)2.5 Angle asps I(FIII,3p 760 Wo 780 Ws 660Ibs 156D Ibs 1890 Ws 540 en 560 lbs WA 760 Me 745 It so lbs 1892 les Get W3 1120 Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR
2K;i'm 0 O.4r Mkt O,C.1 Uap,740.125 Akmr.(Fig,4), WA WA WA WA WA , WA WA WA WA WA WA WAWA 715 Ws CAPACITY WHICH MAY BE USED TO QUALIFY
I Ar-tw I F4 6p(Fq,sl 185 Ore luau 225 9w 445lb$ 622lbs 135 Wa 14014 177 to. 370 Rd tel We 332Ida 473 Ws 17014 221 lbs 280 Ws ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchms 431.15 Mh.O.Cl F431p tFq.Bk 240 tos 350 Wa WA WA WA 151.0 590 tb4 WA WA WA WA WA 341 on 4421tn 506 Ws ANCHOR CAPACITY TABLE. '
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISBD
as cemplyin8 wish the Fit
But FIGURE is FIGURE 2. TABLE NOTES: - AcocptmwwNot6.bW�'«3 �
-� 1.000• BxpintiOn Dale /20.11
_ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, an \` I l I1
Ma
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r
FIGURE 3: .,..•...,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
• • , HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '�i No,60705 _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED an
0' --T3 4 1,,�
R'
FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' ' � S A'•of 'yV
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ' 'r .,+c(OF7iDp;. \��i
LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t'X 2.75"X.050'MULLION '� t .. ,• C9
-- [� THE MATERIAL.#10 8,#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S,OR 410 S.S. flit-
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 8A r
Muglon Capacity Table Ibstre)
• in
Opening Width(for vertica*sper9irg m iffon9)orOpening Haight(forhorizontelyspar9irg mUllorls) l2,
60 in so In 701, 901n go In too 1. 1 12D in 140 in 1601,
RectangularTrwriang. Redengular T7eArNang• Reolmg.ler Trep1 mv. Rectangular 7mpRare Rectengelar T.Wlnlang, Reetangular TI89111ana. Reotenguior IIWT m' Rectangular Treplirlano. Rectangular Trap Meng. by
1x4x.526 Loaft Leading Loadna La.&a leading Loaam Loafing Leeft Leading Leming Looting Loacing Wading Lancing Loading Landing Loading W6ding
TPl
Alum.Tubgg 4
g g
Mullion
x �LID
421, 170.01 620 170.0 435 170.0 744 570.0 478 170.01 860 170.0 606 J70.01 992 170.0 519 570.0 lite 170.0 621 170.01 1240 170,0 521 t7Q0 1 1466 170.0 621 145.8 1469 170.0 621 127.61 1489117101 621
48 In 1704 700 170.0 624 170.0 860 1700 6H 170.01 902 170.0 830 1704 t03 170.0 661 170.0 1273 170.0 077 150.31 1303 170.0 080 130.31 1303 170.0 660 111.7 1383 RO,D 860 91.7 13W 170.0 660
LU
50.625 In 170.0 747 170.0 663 170.0 098 170,0 631 170.0 1016 170.0 664 170.01 1196 170.0 723 1155.11 1235 170,0 747 140.6 1236 170.0 766 117.1 1235 170.0 766 100,4 1236 170,0 708 87.6 1230 170.0 738 o
6114 170,0 797 170.0 842 170.0, 956 170.0 691 170.0 1758 .4 764 764.0 ltd$ 570.0 = 1372 1160 170.0 837 123.3 1168 170.0 658 502.9 1168 170.0 061 08.2 1156 170.0 681 77.2 7166 170.0 881 CO O �
6014 170.0 885 17Q0 701 168.7 1012 170.0 797 142.0 1042 181.1 612 125.1 1842 140.7 8111 1112 1842 136.0 601 100,0 1842 130.2 791 83.4 1012 126.1 702 71.0 1012 125.1 782 82.6 7842 723.1 782 W J
631n 170.0 830 VOID 745 151.2 992 183.6 616 120A 692 i44A 769 113.4 992 131.0 781 100.9 992 121.4 768 00,7 992 514.8 768 T6.6 992 100.4 745 64.8 992 100.0 744 $0.7 902 108.0 744 -j
gWin t65A 047 170,0 789 137.8 947 148.0 760 118.1 247 130.3 786 103A 947 117.7 752 91.0 047 ID0.7 738 62.7 947 102.2 727 88.9 947 95.1 713 59.1 947 94.0 717 61.7 947 64.0 771 z
nIn .135.91 849 1427 737 1132 60 121.6 722 87,0 840 long 700 04.9 849 96.4 6% 7M5 849 68.7 666 67,0 840 52.7 075 56.6 e49 76.3 659 48.6 819 72.6 852 42.5 849 72A 851131-
7681 115.5 762 120.7 60 98.3 762 102.6 652 82,6 702 90.0 640 72.2 762 80.9 628 642 762 743 820 07.8 762 88.2 613 48.1 762 62.8 602 47.3 782 69.9 697 36.1 702 69.4 595 J aj Z
F rein 106.0 724 111.4 634 we 724 1 94,0 621 78.3 724 82.9 609 68.5 124 74A 699 59.4 724 88.1 691 63.4 724 03.4 683 44.6 724 67.3 573 382 724 60 667 33A 724 63.5 665
901n 09.6 543 71.9 483 60.0 543 60,7 474 49.7 843 62.9 408 43.5 843 47.1 469 36.9 543 42,8 452 34.8 843, $9.6 446 29.0 043 34.0 436 24.0 843 32.1 430 21.7 543 30,7 428 Z :i Z N `O
961, 07.3 478 5819 427 47.0 478 49.7 419 40.9 478 432 412 35,8 476 30.3 400 31.6 476 34.6 400 28.7 476 32.0 395 23.9 478 2A1 388 20.0 478 25.8 300 17.0 476 1 24.2 376
1081, 40.3 377 VA 341 33.5 377 30 330 28.6 377 SOA 330 2U]-377 28.8 7iiT 22.4 377 24.0 32t 20.1 377 22.0 317 16.8 377 IgA 310 14.4 377 17.1 304 � .-
Ili In 37.1 357 31.8 323 30.9 357 MA 316 20.5 357 F27.0 313 232 357 24.4 309 20.6 367 22,0 306 10.5 337 20.1 301 15.4 357 17.4 291 W X Y Y
1201, 29.3 306 29.8 279 24.5 306 28.1 274 25.0 306 21.7 ZT6 78.3 306 182 281 783 306 17.3 263 CO)
1441n I7,0 212 172 190 U x O 0
TABLE 6B wANCHOR CAPACITY ADJUSTMENT FORMULA:
An bar 0e i Table fibs) ANCHOR CAP.,,�,,,a,
Bu6elrete: 2.7k ONnrNe J.6k Cone. HO09xCMU Filed[MU P Wood Metal (DP_)X t )=ANCHORCAP_
Anchorrype: 3i18•Eke Utimcan 114'Eke tftmcon 5u'16- Me,EWU@xm IMEk0lavacm V4.83Eka 5116'Eleo 5t4•SSEko 8f06toai #128teef 412$leeL WS,R-1.,
AnchorCllp Patterns Ulueam Aggre(16.. Ubmam Aggtoomw sinew(G5)ac"(0) Bcrew 1051 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eopmienoe I- 2.11W I 1• I 2-tfl• 3•VW t' I 2-lir 1• I 2-IfL r 3.118• 2• 0.48• 0.64• 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN
Embadmmlon): 1.310EWA
1.314' tato• r 1.174• 1.114• 5m4• 1.114• 1-114• 1-114' r tare• tare• wdea ACTUAL PRESSURE REQUIREMENT FOR THE
2Ara:hoe04.76'MBe. .G.l stardatdaOfaet 09A(F10162): 39903 450116 690M 184416. 270{Dz 28026 354 Wa 746 die 37406 BHIbd 6/8ma 341 Me 442 die 56ow OPENING,WHEN IT,IS LOWER THAN THE MULLION
4 Amhom®2.25•Mio.O.C.7 0tendard(a Orsel)CBp ft,3r 700 ma 560 63 1001ba BUM WA 560 Ica WA 63016. NFA 680 The WA 6821.04 645[be 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED
8Amam0 i,I5•Mkt.O.Q l Smndael(a Oftel)alp(Fig.4k 960 roe WA WA WA WA 7001bo WA WA WA WA WA 1383 mo 1770 iba 2240 tea MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anehae®3•Mla O.C./(2)2x5 Angle Cgps/(Fq.3): 760 9,s gee wa 1680 tee 1896•a saa rot 560 rot WA 763 on Ti61� 6eoibe lean lbs 68z ma 655 lbs tt2o rot CAPAC47Y WHICH MAY BE USED TO QUALIFY
8Axhote 03•Min.O.C./R)2x5 Angle C9pe I(Fig.B. 11701bs 102D lbs 2340167 2844M 810 lbs 640 We WA 1140lba 1122163 13209u 2838Ibs 1022 ms 1321 Iba SHO me ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchom 00.45•Mh.QC.I U-alp.10.t25'Alum.(Fla,7): WA WA WA WA WA WA WA WA WA N44 WA tUA NtA 14306. ANCHOR CAPACITY TABLE.
2ftM0M@2.2YM0.0.CJF-a1p1FlQ07 3506. 290 fb 703 ft 4786a WA 260 ft WA 315100 WA 44016. WA 3410. 4426e 56016. PRODUCT'RFVISED
4 Anahaa 1-15'MN.O.CI FCI (ftp.97 4806. WA WA. WA WA 360 ibe WA WA WA NIA WA 08216. 885 ttrs 1120@6 os romplyhrb with die Florida
1.000 Building Code
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. "'( �"- Aeceptanca C%�(--C^�'2-�})�$•,O.3
Expimtioa Date.64acm.wt
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Munni de #
• • • • • • • • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE `tS t t t�
• • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\i 1-11y 41Je
!(c i
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • • • • • • • F -•.iC
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES 4'000" ' 'TC:• N�.50705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE fr: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 16 j l�
• • • • '� t
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC!301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED STATE I' ;....
W
• • • • CONCRETE BLOCK UNIT CM SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW n
(CMU) ,125" %,fid'• ..... '(2';-
SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 006376 AND BEA MINIMUM OF.126'THICK.STEEL �``�S '•••••••' �l
STUDS TO BEA MiNIMUM GRADE 33 AND.045'THiCK(78 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK -T iJt WSJ{-}1��)1J;1 ^��`
ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. AND A36.ALL#12 ANGHORSiNTO WOOD MAY BE STEEL,78.8 S.S.OR 4it)S.S.NCHORS INTO METAL SHALL EXTEND AT 3 SCREW THREADS BEYOND THE MATERIAL#10 8 t•X 4'X.1211� A.LYNN MtL�ER,P.E.
MULLION FL P.E.#58705
TABLE 80. �
MUIIIon CapQclhfTmbla IthaM ® �
Opening Width(forvordwiy spamtng mullions)or Opening Height(for hotbs3r8a9y-spanning woons) C �
601n 60N 701" 00N 00 in 100 In 1201n 140 in 100N
Peolen9o:v 7repnYlenB• Rxlen9g4t 115p1711ang. Roden 5'r TmpfilenB. RaMnguly 7Pop/41ong. Rod 0g6r TnI Wnpu gdTOeng. Ftoelenplder TraplMang. RoataOgOv Tmp'Dlang. I Igo.
.1881X Loadng Load'm9 Mani; I.oednp Laadlnp Loadnp Loeoln➢ LoaQnD LoaAnp Loedinap. Ra��Dly Trete R 44�ety nLoartnp lnarD� Loedn9 100.414➢ LoaAng
3.988"x
.286"Alum _ _ :a' _ $`,
Tube Mull 0 � � � 6 c!
1
il � 1 ' n � � 1 .1 1 11 I' 7g- X 11 1st .111 �� � � � �� �� i 1
4210 170.01 620 1170.0 410 170.0 744 170.0 478 170.01 580 }70.0 608 170.0 092 174.0 610 1700. 1718 170,0 625 1700. 1240 1 170.01 521 170.0 1160 1784 021 170A 1735 1704 621 161.8 1789 170.0 521
40 N 170.0 706 1170.0 624 1170.01 650 11170.0 684 174.0 992 170.0 630 170.0 1133 1704 Sol 170A 1275 170.0 677 1 170.0 14171 170.0 880 154.8 1648 170.0 680 132.7 1646 170.0 680 116.1 1540 170.0 BBO S
50409 In 170.0 741 1170.0 563 170,01 888 1 170.0 031 170.01 1048 100.0 684 170.0 1196 170.0 723 170.0 1346 17'0.0 747 187.0 1486 170.0 758 138,2 1460 1170,0 768 119.3 1468 1 170.01 756 104.4 1460 170.01 766
7
6414 170.4 797 1170.0 612 1700.1 858 1170,0 691 1700. iiia 570.0 764 170.0 5273 170.0 843 183.1 1378 770.0 837 246.6 1176 170.4 858 122.3 1378 170.0 881 704.8 1378 170.4 067 81.7 1370 1100. BBI M U) p
6014 170,0 885 170.0 701 170.0 1063 170.0 707 158.8 1155 170.0 078 139.0 11% 187.4 010 123.8 Me 158,8 Big Yt1.2 1155 150.0 812 02.7 1158 144.6 605 70A Me 144.8 905 69.6 1158 144.0 905 � U tMC LU J
81 in 170.0 630 170.0 745 180.3 1051 170.0 050 137.2 1051 153.9 882 120.5 IOU 1420 840 106.7 1051 1323 637 08.1 1051 125.7 We got 1051 110.5 622 684 IBM tiel 821 60.0 1051 iIB.t a21
{., 80 in 187.1 957 170.0 789 139.3 867 157.8 805 119.4 957 134.4 790 104.4 957 MIA 777 92.8 957 112.6 767 83.6 057 108.6 769 60.8 057 100.0 750 69.7 957, 080. 748 622 657 @5'.9 745 Z
7214 128.7 804 135.2 898 107.3 504 1162 604 91.9 801 101.3 071 80.4 B0/ 81.4 680 71.6 604 81.1 050 64.4 801 Me 843 630. 804 723 633 40.0 504 88.0 028 40.2 604 69.6 628
76 in 109.4 722 114.4 6.10 01.2 722 872 610 79.2 722 85.3 606 68.4 722 70,7 SM BOA 722 70.3 a36 64.7 722 65,6 686 46.8 722 50.6 670 39.5 722 6&7 665 34.2 772 58.2 564
Sc 781n IOU 685 1052 600 840. 885 age 688 72.3 885 70.6 577 83.3 665 70.6 588 86.2 685 04.6 BOB 60.6 885 60.1 653 422 865 64.3 543 36.2 883 0.1.4 637 31.6 605 60.7 638 N ~
r
BO In 65,0 615 6e.0 437 61.9 315 67.6 148 47.1 0.16 30.1 441 41.2 610. 44.7 434 380. 510. 40.8 420 33.0 516 31.4 122 27.0. 616 33.1 413 23.6 615 30.6 407 20.8 616 28.1 404 'Q O
J( N
98TH 64.3 453 35.8 404 45.3 463 47.1 307 35.8 433 41.0 391 334 453 36A 365 30.2 453 33,0 $79 272 453 30.4 374 22.0 463 20.8 386 59.4 453 24.3 360 17.0 453 229 356 ADO
108 N 38.1 ca 00
356 39.0 323 3LIS 365 328 316 272 350 25.4 313 23.6 358 252 360 212 350 22.7 304 19.1 358 20.8 306 16.6 355 10.0 203 t")
711 n 35.1 336 35.6 306 20.3 338 30.1 301-U-25-IT-338 2M1 297 22.0 Ile 212 203 19.6 338 20.0 209 17.8 338 16.1 255
Of
r-120-11T-21ST-210. 25.3 254 23.2 270 _2j8_ 2£0 59.9 200 20.6 258 57.4 290 182 253 15.4 290 16.4 249 u"11r4 18 40.
44 .1 201 10.9 1BB Q Q Q
TABLE 8B Q �Tmua
AnelYorCa a Table Iha ANCHOR CAPACITY ADJUSTMENT FORMULA:
Subsim a 2.7k Corcmto of COX.I N00oW CMu FBIe0CM1 PTwood Mpg (ppm)X(ANCHOR CAP.,,,°„"`>=ANCHOR CAP..,
5N6'F2r0 V4•SSEko 5f18•EXo 14'SSElco #10Steg #12steet 4N2st�i `MULLIONCAP.,k,,,,,�
AnchorCBpPellSma Ancimr'ryp4 S'iPElcaulrxo0 u4'EitoUN'aton upon y1B`ocoimraean v1•EXouamcon
ApBr00gor u0raron ApgmOgor Sc-(G6)Screw(GS) serer(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
EagepslarceMk r 2•I/r 1' 2-1/2' 3-118• 11 avr 1• 2•ur r 3.lAr r 0.40' 054' 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN
Embednenl n 1.314" 1.3/4• 1514' 1-314' r 1.14' 1.hr 1.114' WIC F114' t-114' r 10.18• vvir vales ACTUAL PRESSURE REQUIREMENT FOR THE
Uothors 444.75'Mtn O.C.l Sta110a Tor OZet Cop gip it 390 w3- 39005 450133- _W0 Ms ISM W7 27OWs ?Bogs ffi48s 740170 374133- 6640, 94685 34104 Was 66045 OPENING,WHEN ITIS LOWERTHAN THE MULLION
4 Anchors®I.1Y Min O.C.I sta di nl(0.r cMsegCOp Olp 2k 46003- 706 Me NIA WA NIA NIA 380 bs N/A WA NIA WA WA GB2 D3 805110. W
Xs CAPACITY(FROM THE TABLE)OF THE SELECTED
4ArcMsg YMh O.C.I(2}245AIgb CUpsf¢7p 3k 77083- 78003- 600 Ws 1560➢s 1608 Ws 5 I 66095 N/A 760Th, 74803- B000a 188205 66209 BBS Os tY7DX8 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arcronou.4vmm.O.C.iucup,Nt0.125'Num(F44k N/A WA N/A WA N/A NIA WA N/A WA WA WA WA NIA WA 1 1430 ire CAPACITY WHICH MAY BE USED TO QUALIFY
I AMrorl FC5p 01661 1950s 198100. 225 IN 446U 672 Ds t351os 140 as, mlbs 3mlls IDT lbs =Its 473 pp tm On 227 tba 264®s ADDITIONAL ANCHOR OPTIONS FROM THE
2Ar"M 401.10'4410.O.C1F•C8 240144 35000. WA WA IIIA NIA 186X3- NIA WA NIA WA WA 341 g3- 442 Ba1 56003- ANCHOR CAPACITY TABLE PRODUCT REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. a9 ODUCTcomplyinEVI 1bo Plotida
Bulid car�6"421B.CD
FIGURE I: FIGURE 2: TABLE NOTES: F-1.250'--I A,. No P.x �fionDatc *Zj1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS• M1vI
L* 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 't LYNN
FIGURE 3: ;........!�'1�CC.
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' `��a�,•''titvEN $ '••``P ",.
CUP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ •.�i
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,50705 '
285'
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL -"O•'• (�/} p (,� :•�,
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE
6063.75 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '� FL ORIDI".•' '��";'
046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATLEASTr126'THICK AND A38.ALL 1.25'X3.188"X.285"MULLION � '•.,,,,,,,.
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (I-V4'VFMULLt)N} �rI//elONftl �L��i
#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A. NIA P.E.
FL P.E.#58705
TABLEiOA
Mullion Capacity Table QbUR7)
000011.01Md8t(iarvaltic&y-spamftmtPiom)orOpsning Ha)Oh7{7oriwwditz ia4yspandOp mulDom)
50 H 601n 70 N 601n I in 1 1001. 120 in 140 In 1601n }q3-
1Z6M726 RactugWu hapmiug- Raclan�lar TnpRdang. Re.211r Tnp?darg. RoclenpuLr Trop?amg. Redaagalar Trep/rnang. Red"Idu Tr42R4erg. Radagolar TrapRdang, Roclangular TmpRaang. RKI.Mdar Trep'TLoe.
.244oadng Lo4dtng Laeaag Loada+g Laa.9 Loading Loafing Laadrg Laadnp Loafing Loading Lolling Loafing Laaan9 Loadng Looting Lwdng LoWng
Alum.Tube .� •§'.. �' 5 t s" a •f.. '"� s " .. ,� t € s,. " '.. �' s" s� '' bb Ee
Mw6on Ee g� $ s a $d $ 43- tri �§ E e a � 3 g� :✓ 's �� � to
a
u" u
co v km rit
kap 4.2 2 .a 1 Q 1 t -k 4ta :1 1 c z h�
42 in 170.0 620 170.0 435 170.01 744 170.0 478 170-0 age 170.0 606 1700 992 170.0 619 170.01 1116 IT0.0 621 1700 1240 1700 621 170.01 1488 170.0 1 521 170.0 1736 170.0 $21 170.0 1963 170.0 627 O
11 In 170.0 118 170.0 624 170.01 050 17D0 604 170.0 992 170.0 630 170,0 1133 170.0 661 1700 1275 170.0 677 110.0 1417 170.0 680 17010 1700 Van 680 169.7 We 1700 680 148.6 1979 110.0 680
50.626 n 170.0 747 170.0 563 170.0 046 170.0 631 170.0 7016 170.0 604 170.0 1195 110.0 123 A0.0 1345 1700 14T 170.0 1494 170.0 766 170.0 1793 570.0 766 152.5 1977 Vat 766 133.6 191? 170.0 766 ,� a m 4h
54 in 170.0 797 110.0 612 170.0 9S6 1704 691 ADO 11% 170.0 764 1700 1276 1700 003 170.0 1434 110.0 837 170.0 1594 1700 058 168A 1769 Vol) 861 134.1 1769 1700 661 117.3 1159 170.0 861
733 L? I
601. 170.0 085 110.0 701 170.0 1063 170.0 797 170.0 1210 170.01 910 170.0 1411 170.0 911 561.1 1511 170.01 996 15.0 1611 110.0 1033 120.0 1511 170.0 106] 101.6 1611 170.0 1083 90.6 5511 110.0 1063
611. 170.0 830 170.0 746 170.0 1716 770.0 068 170.0 1392 170.0 940166.6 1376 170.0 lots 1392 Isro 170.0 1076 125.3 1370 764.0 1062 194.4 1370 165.9 1072 89.5 1370 166,3 1070 70.3 1370 165.3 1070 0.
6610 170.0 974 V0.0 Tag 170.0 1169 170.0 903 IS.6 Me 170.0 1002 1362 We 168.6 ID13 VIA 1246 141.1 1000 100.9 1248 139.0 %9 90.9 1246 13DA 970 774 Me 129.0 916 68.1 1249 129.0 976 �
Z In z
721. 161.8 1049 170.0 are 139.9 1D49 150.2 892 119.9 1049 132.1 915 104.9 1009 119.1 860 932 1049 109.7 646 03.9 1049 102.7 B38 69.9 1049 943 B2b 69.9 1049 91.2 020 62A 1049 91.1 020 = �
3 thin 142.7 941 M9.1 022 1199 961 1268 005 101.9 941 11142 791 692 941 1000 777 793 941 95.7 766 71.4 sit 86.5 767 69.6 941 RB_ 744 SiA SO 74.0 737 44.6 941 73.3 736
$Z
S 'Bin 132.0 891 137,6 793 118.0 09d 116.9 761 9/J 091 102-0 753 023 9'81 91.9 740 73.3 891 81.1 710 66.0 891 70.3 721 66.0 994 70,7 707 47.1 894 67.0 701 41.3 891 66.1 699
901. 85.9 671 88.7 b% 77.6 671 r4.9 695 61A 671 b5.3 576 iJ.i 671 $8.2 5% iT.7 677 62.8 669 43.0 571 48.8 651 15.0 671 43.5 639 30,7 677 19.7 531 263 671 117.8 626
%in 70.6 690 72.8 527 69.0 590 61.4 518 "A 590 63A 609 44,3 590 47.6 602 39.3 $90 43.0 494 35.4 690 39.6 488 29.5 690 147 477 25.3 See 31.6 469 221 6% 29.8 464 � x Z � Q
1001n 49.' 466 60.0 421 41A 466 428 414 15.6 466 37.1 400 31.1 466 32.9 402 21.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 302 VA 466 212 316 16.6 466 Me 370 Tp N O ,"
illi» 46.0 441 46.' 406 382 441 393 393 32.7 441 34.1 381 28.6 441 30.2 382 26A 441 272 376 22.9 447 249 372 19.1 441 213 763 iB.4 441 59.3 366 74.3 447 17.6 351 to
12017 16.3 318 36.9 3N 30.2 370 31.0 339 25.9 1118 26.0 334 22.7 370 23.7 329 20.1 316 21.3 326 10.1 ill 19.5 321 15.1 378 16.7 711 X
141 in 2L0 262 21.2 242 173 262 17.0 239 15.0 262 15.3 276
a ao a
Z
TABLEIOB AnahorCepattyTable(lbey ANCHOR CAPACITY ADJUSTMENT FORMULA: X
sU081m1a 2.7kCDmrde s6kc0m. mca wcmu FlWdCMU PTWoa1 Mdd ANCHOR CAP.,,,,,,,,,
(PP„)X( }=ANCHOR CAP_
Elle elm 114•SS Elco 6!16"Eko 174'S9 Fk0 wt0 sled w12SW 4N2 Steel MULLION
AnchorCll PMtlBme 3rleEkeUaracm uCEkoVOracon UNacon &1eBcogBrsm vrEkoUemeon gg ( 1 (6) (wry USE THIS FORMULA TO OBTAIN THE°ANCHOR
P AggeGdor UNBCOn A read. Screw G6 Screw G Sct07t
Wge13i1ara8D67 1• 2-vr 1' 2-ux 3-118' 1• 2-11r !• 2-ur 2 af7e r 0.46• asr 0.3w CAPACITY REQUIRED'CORRESPONDINGTOAN
Emhemlmt n t4r4• 1410• lam I.W. r 1.11• 1-114^ 1.114• 1-114• 9.114• 1-114' r I-M, i4w vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2Afictots 4?747e MinO.C.7S7arCaU orOasNC�¢;g lj 990 bs soa ms 45o11s ago rel 1644>os 2row3 200 ns 3-54 ros r4a 1103- 3-74W mwl ae a4B De sdl ms 442470 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION
4 A1tMn®1.15•Mln o.O I SldgaN(v OroeO Cop(Flg 27 400 nl TOD 109 NIA WA WA WA 900Ill N!A WA NIA WA WA 682 ms 085 me 11204e CAPACITY(FROM THE TABLE)OF TFIE SELECTED
4ArxhM Q 3'Mn.O.C.I M 215A teOp I e,4 '160 to 70096 f801ae 15M ft IMSMs 54003- 560M5 NIA 71i0irs 749M 88DCe 1692 Its Wins 865 Us 1120 rob MULLION.IT WILL YIELD A MINI MUM ANCHOR
3Anchm C0.54•MOL O.C./UCIO.nto.100-Abim.(Ffg 4) NIA WA NIA WA NIA WA WA NIA WA NIA WA WA IIIA WA 1750 Ba CAPACITY WHICH MAY BE USED TO QUALIFY
iAMIWI FCOp plg4 las lb 106 rs 22577. 4459. e221o1 195103- 14090 1177los 370 its lei 9s 3321ts 41.90 Ao9s 221 Ila ENS
ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchors f$1.1&'Mtn O.CI FC g6y 26/M 950b NIA WA N)A NA 190 to NIA WA NIA WA WA 34193 44295 6601as ANCHOR CAPACITY TABLE, PRODUCT REVISED
e3 complying wish Yw ploei3n
8vildiag Codo SG-bZ�$,4s
FIGURE I: FIGURE2: TABLE NOTES* t210' ByItpalianDaie
i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION D�
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MiMei Done Pro
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE3: \w•,��ON...,....,h1i(���ii
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
ANGLE 3. Z�;'yicENsg .• + -r
CLIP MUST- SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS -
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. pia.51;105
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND t1O / tY
FIGURE 4: FIGURE 6 FIGURE B: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4. jBEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE � {•tM%Z �
6063-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��C•'.rl,URi6..045'THICK(18 GAUGE). ;.•' (.`��:'
ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS L STEEL TO BEAT UEAST.1126' BEYOND CKANDHE MATERIAL. 1.25'X 3,25'X.624'
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. MULLION
• A.LYNIU4uIILL�R,P.E.
FL P.E.#58705
TABLE12A
Mullion Capacity Table ibefle ® � p+
Opening Width(for vertically-spanning muiInns)or Opening Haight(for bori2DrilaW-sperm g millions) �5
501n 60 in 7014 BO M 001n IOD In 1201. HO In 1601n
RecwoulAlum.Tub"Tiiar 71ep RWV, R.aWrWIsr Trapmfmg. Ractangder Ttepletaeg. Recfangaer- T-001 4,a. Reotnnww Tropirl-9 Radwaku Ttewmaoe. Re wa" Tmplmerg. R'denglar TWM-rg. R4etsngutw 7YwTo ni. I'd o
2 X 4X.26 LOadDg LwA g Lmdog Loading Loading Lowing L arg L664tnp Loading L•adrg Loading L04dbg Load"
fnadirg Loading Loedag taadn0 tnedw y
Mullion
I � � �
4210 170.0 1 020 170.0 435 170.0 744 170.0 478 170.0 686 170.01 608 170.0 092 170.0 619 110.0 1110 170.0 521 170.0 1240 170.0 621 170.0 1468J'170.0 521 170.0 1735 170,0 521 170.0 1883 170.0 621 0
40In 170.0 708 170.0 524 170.0 850 170.0 664 170.0 092 170.01 630 170.0 1133 170.0 661 170.0 1276 110.0 077 170.0 1417 170.8 680 170.0 1700 1 170.0 680 1170.0 1083 1701 088 170.0 2187 170.0 680 :3 :c 50.62514 176.4 747 ITU 563 170.0 8% 170.0 631 170.0 1016 570.0 604 170.0 1185 170.4 723 178.0 1345 170,0 747 1T0.0 1494 170.4 756 170.0 1793 170.0 759 170.0 2082 170.0 750 170.0 2391 170-0 758 � ai �
61N 170.0 746 170.0 612 170.0 950 178,0 881 170.0 11Ix
16 t70.D 784 170.0 1275 170.0 603 170.0 1434 170.0 837 176.0 1694 170.0 858 170.0 1913 170.0 881 170,0 7231 170.0 861 170.0 2650 170.0 881 LU ,�-,$ 0
BO to 170.0 855 1 170.0 701 i70A 1 1083 170.0 797 470.0 S240 170.0 878 170.0 1117 170.0 941 170.0 1504 1170.0 006 170.0 5771 170.0 1033 17a0 2125 170.0 1083 170.0 2470 170.0 5003 1601 2680 170.0 1063 � (h �
J
834 170.0 839 170.0 745 170.0 11118 170.0 850 170.0.P 1302 170.0 948 1704 1468 174.4 1015 170.0 5873 170.0 1070 170.0 1459 170.0 11711 170.0 2231 170.0 1169 158,7 2653 170.0 1171 146.9 2657 170.0 1171 40
6014 170.0 974 170.0 788 170,0 1189 1700 800 170.0 1304 170.0 1002 170A 1558 170.0 1088 170.0 1753 170,0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151,0 2437 170.0 t2a6 132.9 2437 170.0 1288 S`
721n 170.0 f063 170.0 878 170.0 1276 t7O.0 i0D9 flap 1450 570.0 1120 170.0 1700 170.0 1220 17xO 1913 170.0 5316 170.4 2126 170.0 1387 HU 2184 1170.0 1488 124A 2184 170.0 1629 109.2 2184 1170.0 lsw Z �� ��
78n 170.4 1122 170.0 937 170.0 1340 170.0 1080 170.0 1570 170.0 1208 170.0 1704 170.0 1322 185,1 1880 Ileo 1421 140,8 1080 170.0 1605 123.5 1960 181.8 1546 100.1 1060 154,0 1535 02.8 1960 1627 1631 = d o Z
7814 170.0 1151 170.0 887 170.0 1301 110.0 1116 170A 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1881 170.0 1414 137A 1601 163.5 1600 iH.6 1801 147.3 1473 98.2 1881 139,8 1468 Bb.B 1681 137.8 1151 Q CA ._ d.
BD to 170.0 1326 170.0 1144 148.1 1398 15840 1218 127.0 1398 134.0 1198 111.8 1398 121.3 f 1170 99A 1398 110.2 1162 08.5 1395 101.6 1147 74.5 1338 691 1122 93.0 1396 827 1105 56.9 1398 781 1086 H -JJ '^
Q Q0 O
%In 141A 1229 161.5 1098 122.9 1220 127.8 1079 100.3 1229 111.2 1061 B2. 1229 98.9 1014 B1,9 1228 89.8 1029 73.7 1228 024 1019 GIA 1229 72.2 903 627 1219 85.0 fin 46.1 We 62.1 081 h 2 W G
1001n 103.5 971 10.5.8 077 80.3 871 Bao 682 74,0 971 77.2 849 04,7 .1 INA 831 67.6 071 61.6 826 81.8 971 58.5 615 43,1 971 40.0 796 37.0 971 44.0 762 324 071 40.8 771 11} N q0
fill. 95A gig 97.3 832 79.6 819 81.9 819 08.1 819 70.9 806 19 029 794 6}.0 919 56.7 784 47.7 918 519 774 39.7 919 44.6 756 34.1 819 46.2 742 291 919 37.1 732
X
10
12014 76.6 788 78.6 716 62.8 788 84,5 705 63,9 788 65,8 695 472 788 481 Bab 41.9 788 HA 877 37.7 186 40.5 668 31.6 788 34.9 853 27.0 760 51.0 841 231 708 281 831 c4, U 7
INIn 43.7 Me H1 504 364 60 37A 406 3t.2 648 31.0 4Bt 27.3 648 28.2 485 24.3 549 25.3 d78 21.8 (118 22,8 474 183 648 19.8 401 16.8 548 !73 465 113.7 648 18.5 440 X �( ?.
TABLE12B Q.,N Z ON 0
An4horC• a01 Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: mQ sco
S�b82e 27x Corcme 3651Cao. 11514014,51142 FOedtX4U PTwoad Metal (DF,)X tt ANCHOR CAP.,e„u„\TANCHORCAP._ - .�
dts'EI10 114.66 Ek0 dtW Ek0 114•SS Elto 610 Sled WSW 81281ee1 MULLION C73P., ,,,, -' -3
AnOhorCilp,Patterna .0411424, ffitaEfs0U9r9tm vrEkolnmcon VFJKM s/faEttouxretm 1rEkounmton AgWeGara uaram 421mMor Sc lc0)strew(s6) scm(w) USE THIS FORMULA TO OBTAINTHEANCHOR
EdgeDistarcepnT 1' 2.114, 1' 2.17 ova 1• 2.1r 1• 2.117 2 &19` 2 I
oar 01024, CAPACITY REQUIRED'CORRESPONDINGTOAN
Embednad i.W4• 144' 1314• 154, Y 1.14• 1414• 1474• 1-the 1414• 1.114, r I've, wales ACTUAL PRESSURE REQUIREMENT FOR THE
2AMIous®4.751 Kiln.O.C.I Su rdad oroMel Cop gag 162j 5190 m 390 We 4500s 890 it* 1644 Ms 270Ms 280 Me 3651 Ms 740140 374 MS 864108 94690 442 j 660 Ms OPENING,WHEN IT iS LOWER THAN THE MULLION
4Archers®215•Milt O.C.131er1Q3.nf(aoMef)Ctp¢f¢3T 740 Ms 740 en t13PMs 1485 as 14247! NIA 5®90 NIA 995110 MIA 88090 WA 605Ea 1120 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED
6Archon; 1.71•Mb00AIfRaxnmCar
Ql6egCl�(a 47 am ms 050 756 ftn 1046Its MIA WA 70696 MIA 7991es NIA WA WA 1327 its 160066 MULLION.iT WILL YIELD A MINIMUM ANCHOR
4Anchn@ a MOt GLC.! 2j6Mg1edpsl 0'1051 .111 7 SOD Ms 15M go INS Ws Orbs 560 bs NIA 7601bs 748 Ws am Ms 1892 Me US ti2O tm CAPACITY WHICH MAY BE USED TO QUALIFY
6ArZhM@3'Mn.o.C.1 2t6Arg1e C1m1(Rg.6y 11701m Y17o Me 1020460 24D Ws 209 Ms a Mies NIA H40Is 1192ms 1320ibs 7838100 1327 Ca 16806s ADDITIONAL ANCHOR OPTIONS FROM THE
3AM1013@ 1.34'Mtn.O.C.J 1FCIIp.WoAW Alum. 77 NIA WA NIA WA I4Uw NIA WA NIA WA MIA WA WA WA 073 ANCHOR CAPACITY TABLE.
6Amnon 400.68•Mn.o.C.fUcllp,1410,1251 AharL(Fig By NIA WA NIA t8A WA NIA WA NM WA WA WA WA WA It Ms PRODUCT REVISED
2Antlnn Q 2651 MI8 q.0/FCap lFf99y 3701Ds 970106 315 Bs 7d3Ms 712951 NIA 2BOas NIA 348 Me NIA 440 Ile WA 442 Ms Q4A IOs as complying with dle Florid#
3Arclnre 4t11.7YMn.O.GJF42Ip(ng,top 443 Ms 625 as 979100 979160 NIA NlA 35426 NtA 9861.00 WA WA WA 66486 840 Ms Building Code 1���A2T�,0
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Amiaenoe No_ '
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Explmu 1 Oak ��)
FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: By
• • • • • • • TABLE NOTES: 2.000' Mi DodslrodpaCOaDLY'
1)SEE SH ETINSI FOR
INSTRUCTION
ION M HODSS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ``tet���'0 �,tfj��r1 f
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR
• • • • .250' 4.000° `�'I�:- No.;1870(1 _
CT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE
• • ! • � HE FIE D FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON HEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE �j}t!S r NE 0V
`•g / •-;
FIGURE7: FIGURE$: FIGURES: FIGURE 10: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BOCK UNIT
• •• ANGLE CLIP ) ... ......... .
IE
[11
FIGURES 588 (CMU)SHALL CONFORM TO ASTM C•90.WOOp SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. % ,s ��4. MUST BE USED ALUMINUM SHALL BE 13063-T5 AND BEA MINIMUM OF.125•THICK.STEEL STUDS TO BEAMINiMUMGRADE33AND.045-THICK(18 TX4•X.2s•MUWON IIIJ,SIC)(Vj�l.Z:IN PAg2S. GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW q.' V 1N1MIt . P.E.
•• THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,%6 S.S.OR 410 S.S. FL P.E.#58705
TABLE 14A Lp Mullion Capacity Tabla Ibenit
OpenlnpWWth(tor1er8caitr-6pannin mutons)orOpeninilHetaht(for horizontaRp•9parnIngmtillons)
60 In 601. 701n 80 in 901n 100 In 120N 14 In 160 in o
Reelaw. TMWTtIarg. Re4tan0War T7apTdaro. Recter4gda TMp daig. Reolargutar TMPITdarg• Reotargular Rap/Tdarg, RaciargA, Traprman8_ Reolan9rfer TMgTdanp, RLCfart114ar TMpr7rlarg. Rodorgutar TraptTdanO. �1ti k:
Loadag Loadirg Laedllg Loa41n9 LoadNO Loadln0 Loarprg Loadln9 Loadag Laadirg Loadlrg Loadlrg Loadlrg LoadlnB Loaalnp Loadln0 Loadlng Leadrap
1.28"x 2.11" ng 09
X
Tube Mull n u,
421. 7442 528 167.0 10.2
2 5% 148.6 419 103.0 518 138.9 414 00.1 516 134.6 411 80.1 528 134,1 414 721 Ste 1341 411 60.1 628 134.1 411 51.5 526 134.1 411 461 526 1341 411 h
F60b
WS 403 10&0 403 94,7 326 69.0 403 68.4 310 60.4 403 61.4 317 53,7 403 79.1 316 4&3 403 7&e 314 40.3 403 78.6 314 346 403 70.8. 314 30.2 403 7&e 314 .�.1 W
823 362 91.0 3B2 78,3 288 6&8 362 71.9 289 SIL6 382 012 288 45,7 362 648 284 41.2 362 626 283 343 362 536 283 29-4 382 83,6 20
3
267 382 63.6 183 '^ jX; to
54 In87.6 318 74.1 318 84.2 281 40,5 318 57.7 268 424 318 63.5 253 37.7 310 50.8 260 -Ti() 318 40.6 249 28.3 310 49.1 248 24,2 318 49.1 240 21.2 318 49.1 240 Im O o
4&6 25B 63.1 260 46,7 214 363 268 40.7 210 30.9 155 37.2 207 276 258 34,9 204 24.7 258 33.4 203 20.8 255 32.2 201 17,7 258 322 201 166 268 322 20142.7 234 OX 234 Set 195 3&6 234 34,7 192 28,7 234 31A 189 23,7 234 1 A 188 2t.4 234 2&0 184 77.8 231 28.6 183 15.3 234 2&6 183 134 234 2&6 183F037.2 213 39.4 213 337 178 28.5 213 29.6 176 232 213 27,0 173 20.6 213 26,1 170 10.8 213 23715.6 213 21,2 187 13.3 213 220 168 11,6 213 12.0 1862&e 179 30.1 178162 20,4 178 22.6 149 17.9 179 20.3 1-07 169 179 1&7 146243 181 2&4 3 t84 218 137 17.4 167 18.0 135 162 787 17.0 133 J
76 N 225 152 23.5 133 1&8 152 19.9 1$1 1 1&1 152 17.6 128 Q r•
N Q O
TABLE 148
nor Capacity Table Obs) CAPACITY ADJUSTMENT FORMULA: Zz
Ach �
subs0ate 2.7k Cm mle 3.tx Cmc,I hos wCMU ANCHOR CAP-„„,,,,a, h B C
FAedCMV PT Woad Metal (OP,,,j X( )=ANCHOR CAP.,", Vy
6rts•Eka 1/4•SSEko 6116 Eko vd ssEko atoned wlzste5l w12s[eet MULLION CAP.„ ,, .-
ArchMrype 3+16•EkO t4lrxm 1tm t7co U6rxm 3t16•EkouRraeon 1141 Eke 161Mtm agpaCatir ulimcm A2K2 efor screw{cs}scraw{cfi) SeMwp5) USE THIS FORMULA TO OBTAIN THE•ANCHOR X �oY
AnchorCltp Petteme tpram h!
Edge Dlsurce0n) r 2.12 r 2.7rr 3.7M• 1^ 2-irY t• &12' r avr r &4r o.61• 9.3zr CAPACITY REQUIRED"CORRESPONDING TO AN {ry
Embeene0 ) 1sr4• 1.1/4• 13/4• t3tC 2, 1 Lgr 1-g- I 1.17s 1 1.114' t-tt4• t-114• 2 1
3'8' "r vanes ACTUAL PRESSURE REQUIREMENT FOR THE
4Arc0bM 4DrINrt C.C.I(7)2r5An0.a /(F 1T 70010a 780 As 6BOIbs 15®8>s 1896 xa 540 es li60 bs WA 760'
746 ka BBO NS 1B929s 8112Ibs B850x 7430 AX OPENING,WHEN IT IS LOWER THAN THE MULLION
CAPACITY(FROM THE TABLE)OF THE SELECTED IIQ. r- i3O, co
MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY •..�
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS CN USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. !'RCST.UCP REVISED
os complying MRs Yte Floxila
-� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Buildtrsg Coda
FIGURE 1: Aceeptanca i4o((oE1$18.^dam
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. p' ' Om Z I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2118• Dy
I IFIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. B Dada "
ANGLE CLIP MUST BE USED IN PAIRS. 125" 717 I I I f 11
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFtCATtONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C50.WOOD SHALL BE PRESSURE-TREATED `��i�0`C(LY(N 4'111(11�
YELLOW SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALL BE 5053-T5 AND BE A MINIMUM OF.125" T ti ���".•'y1GENyF '•.F,p
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 7.28^X 2.11'X.125'MULLION'
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION)
THE MATERIAL.#10 S#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S.
S,SlOi~)N,
LY
7, ti I
A, NNIMILLtlt,P.E.
FL P.E.#68705
TABLE 180.
MulllonCapacity TableOboe)
Opentng Width(fo 9et64elvsper1dM mtliafs)or Opaninp Height(tor hertm11tWspamrg mugons) -
5a N 00 N 701n 601" 901n 1001nLp
rill
014 14e N 100 in o
Rocimguler 74wpfifeng. ReHwMuter TrapRdwrp. Roeimguty TrepiTdan9. Radanpdar 'ftep/Tdmg. Roologif TwIlleno. Rodaigtder ThuMang. TraoTdmg. Rocimgutet TmpTdeng. Reetmgdtar Tmp71'dmp. 4 t
15,
3.26"46 Lmdiq Loading loadnp Laednp Lpedrg Loading lnadnp Loading Loadrg loading Loadn9 Lowing Losing Lowing Loading InadNp Loadag Y YS
DEG.AL
BAY MULL bg Nle
c"
zwN rn
42 In 1700. 020 1T0A 435 110.0 744 170.0 478 170.0 885 170.0 500 170.0 022 Q0.0 559 170.0 file 170.0 621 t70.0 1240 170.0 521 170.0 14W 170.0 621 170.0 1735 170.0 521 160.3 1871 170.4 821 0
.t
48 N 170.0 705 170.0 621 1700. 950 170.0 581 170,0 BD2 1700 030 170,0 1133 170.0 881 170.0 127$ 170.0 677 17P.0 1417 170.0 880 163.7 1837 170.0 880 140,3 1837 170A 680 1228 1837 170.0 680 = _
fi0.025N 170.0 747 170.0 563 170.0 090 170.0 831 170.0 1048 170.0 684 170.0 1196 1700. 723 170.0 1345 170.0 747 170,0 1404 170.0 756 147.1 1552 170.0 750 128.1 1652 170.0 750 110.1 1552 170.0 756 g 5!
64N 170.0 707 170.0 612 170.0 958 170.0 691 1700. 1118 170.0 761 110.0 1278 170.0 803 174.0 1134 170.0 837 555.2 1455 170.0 858 128.3 1165 470.0 881 110.8 1455 170.0 801 070. 1455 1700 001
o�
W Im
N 170.0 965 170.0 co
701 170.0 1063 1700. 797 170.0 1240 170.0 078 157.1 1309 170.0 944 132.7 1309 170.0 NO 125.7 1300 163.6 994 104.8 1309 157.1 962 89.8 1309 167.1 982 76.6, 1309 167.1 002 (O j
63N 170.0 930 170.0 715 170.0 1118 170,0 850 102,9 1217 170.0 040 f42.5 1247 184.5 983 120,7 1247 1626 985 114.0 1247 144.3 052 980 1247 130.2 gag 811.4 1247 135.7 935 71.3 1247 135.7 036 W
7
QON 174.0 974 174.0 789 174.0 1180 170.0 9QA ]40,4 ]190 183.7 886 120.0 1194 147.9 915 1180. 1190 ]305 928 143.8 1194 125.4 014 86.8 1190 119.5 090 74.2 1fee 118.1 893 04.0 1too 116.1 803 Z cn
72 In 181.6 Me MA 877 134.7 1010 144.0 850 115A Me 127.2 842 101.0 fate 114.7 828 Me 1010 105.6 617 50.0 1010 069 607 07.3 1010 00.8 785 57.7 1010 07,0 700 605 1010 67.7 789 � � � �
706, 137.1 BOB 113.8 792 11{,6 8e8 122,0 775 08.1 909 107.1 781 06.8 9(18 082 749 78.3 908 683 738 60,7 900 823 720 57.3 006 71.7 718 49.1 900 71.2 710 128 906 70.0 708 Z
+� 78N 127.1 $Bf 1325 754 f05.8 861 tl25 738 900. all 908 725 78.4 001 06.5 713 70.8 881 610. 703 830. 861 76.4 1{94 530 8911 86.1 601 450. 0@11 84.6 876 39.7 881 83.7 072 }-
901n 82.7 840 MA 574 650 648 721 604 59.1 049 02.8 6% 51.7 e48 501 545 40.0 648 50,9 537 41.4 840 47.0 630 34.5 849 41.6 610 29.5 646 353 fill 259 840 36.5 507 Q m N O
066, 683 566 70.1 506 56.8 566 69.1 449 40.7 568 510. 481 42.6 568 45.8 483 37.9 688 411.4 470 34.11 We 3011 470 28.4 560 33.4 459 24.3 588 30,5 452 21.3 See 20.7 447 � LU
U.1
108N 47.9 449 40.8 495 39.0 L10 113 309 343 449 35.7 393 29.8 449 31.7 387 ME 440 24A 302 239 448 201 377 240 449 22.7 380 17.1 449 200. 301 16.D 449 10.0 356 f0. Of rn �
Min 44.1 425 45.0 395 36.0 125 370. 379 31.6 425 32.0 373 27.8 125 29.1 307 24.0 125 263 382 221 425 24.0 358 160. 115 20.7 360 15.0 126 10,8 343 a p rp
120 In 34. 364 35.5 331 29.1 364 208 320 24.0 381 25.6 321 21.8 304 228 317 100. 364 MS 313 17,5 381 1&7 309 F
1441. 20.2 253 20.4 233 WE 253 17.1 230
Q �O
TABLEI6B
s0
ANCHORCAPACITYADJUSTMENT FORMULA:
4' a
Aft horCa act Table Iba ANCHOR CAP.,,,.,,,,,,,
6utelmiw: 23kcoimmtw 3BkOono. HoomcmU FiflM CMU PTWwod Meld (DP•)X( ANCHOR CAP.,,•
6tlWEkw 114.36 Elco S1IVElco 114088 Elm 91031ed a12S1ed 4128led `MULLIONCAP.,,�,,,,,,,)-
AnchorCllpPattema AnoOor Typo: 111B•Elco wtmcm ita•Eico UMrecm Ultracon 8710•Eko URmep1 tA•Etw Ullracm AmGabr USmwon ApeGalor Sc w(GS)Somw(G5) Sawv(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edos0bwaea(Nt I. 211W 1e 2-1& 31ra• 1• 2a1r 1• 2•Irr 2• 3410' r 046• O.u' D.324• CAPACITY REQUIRED"CORRESPONDINGTOAN
Embtdmml(NY 1.114• 1.914• 1.9x4 1314• T 1.114• 1-1q• 1-114• 1.174• tate Mir 2• 1.910' 4319• w4das ACTUAL PRESSURE REQUIREMENT FOR THE
2AnaM1aR6`tAn O.C.t(2)?k5Atp1w c2pst{Flp,t}: $9d5ts 300 bs 450 b. MW 1700 r. 270 Mr 2601b. 354166 740 ft 374 ft
Im Ibw 94894 341 b4 44216. 56P ma OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AwWm @ 3.5'fAn O.G.I R)2.6 Angle CLps I(Fla.2k 780Ibs ?80 1b3 790 Ms 1670 tbs 2525166 610 Lbw NO It* WA 1110 be 748 go 990 lbe 1092Ibs 682168 685110 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED
BAStebom 27Y M:n.0.0.ft2)2.5Att9ta t3iq t{Fk•3Y 1120 ibs 11201166 858 b. 2246160 2254 ms WA 040 lb* WA 10590. NIA 132010w WA 1022 be 13279m I IND lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITYTABLE. PRODUCT REVISED
TABLE NOTES: w complying wish ow Fin"
Hailding C:6da
Aavplanco No fi6•QZfiQ,,v3
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Fac*J.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, Mct
HOLES LION AND TO BE DRILLED ION HLEPS SHOWN ARE NOT TO SCALE.FOR FIELD FOLLOWING DIMENSIONAL RESSTRICTIIONS SHOWN ON SHEETS 21-23CT DIMENSIONS,SEE SHEETS 3, 1QBAY
`�`U1\�\YNN
• • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �,��` •'�l�GNS7n '•V-1
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED "-
• • • • YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' _ •[//(} tY-
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT HE MAT R ALlCK AND A36.ALL#100 S#12 AN HC ORS INORSI INTO TO WOOD MAYAL SHALL BE STEELEXTENDAT S.OR 10 S S.ST 3 REW THREADS BEYOND
g F.l E t
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS,
A.CYNNI(}UER;�.E.
FL REA 68705
z1.062'-1
.063`1 .386"
.06r
.062" f--AW <
A38' �5
4.000' 4.000" 125"STANDARD CLIP g
4.0 W 2.625* 2. 6063-TOALUM. 2.125*
.125' X-SECTION, U-CLIP 2.000' 2X6ANGLECUP
.126* 6063-T6 ALUM, 6063-TB ALUM. 126*
.126" .12V X-SECTION X-SECTION tV
.031, -1 1 U
z )
•125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
375" .155"T
.375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE LU
ANCHOR O.C.DISTANCE.MAXIMUM NOR :3 3:
-T -1. HOLE 2
1. X 4"X.37W X4'X.376' 6.500" ILI
X 4X.125, DIAMETER:ANCHOR DLAMETEI +1110'. DO
MULLION MULLION *r-MULUON 00 z 0
cry
60B3-TS ALUM. 60X6-SEC
DBALUM, 6063-TO ALUM, .37&' -3.l25*-------t CUTHERETO 375' 6.00
X-SECTTONI X-SECTiON X-SECTION CREATE F-CUR SEE .375' 0
MIN.. DETAIL F.SHEET4 MIN. (D -j
1.250" -7 z 0
.376" 111 y9 ki
-------- ------- -T --------- -1-375
1.25T CENTER OF r-------
MUST UE WITHIN L
ANCHOR HOLE MIN.
D- z
THE DASHED -'t
BOUNDARY.SEE
Z875'q- SHEETS 5-20 FOR z
Z
THE ANCHOR D.C.
MAXIMUM -k
3.94"
DISTANCE,
3-251)' 3250' �5 z
ANCHOR HOLE w 0
DIAMETER: LL -j S2
1,2W
31*
�a2.2 t
.3'E'
7�
L I t25O' 9'
.100' Jow cl) CO
.10T ANCHOR
DIAMETER+1/161. ---------------------
0 0
2:'(p w
2X5 ANGLE CLIP EU go
.100' .624" .6(4' STANDARD CLIP U-CUP 606346 ALUM.
6063-TO ALUM.
Y.ENT,.R OF ANCHOR HOLE MUST LIE 6063-TOALUM. TOPVIEW ix
.820" --1.820' 1-- --H .820' 1- WITHIN TME
'NEAR TOPVIEW TOPVIEW N-5
.820" E ,SEE
1.25"X3.25"X.100' 1.26"X3.25'X.624" 1.26"X 3.84"X.624" SHEETS 5.20 FOR THE ANCHOR D.C. TABLE 0 TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE •
600545 M. 6005-TS ALUM' 6005-TS ALUM DIAMETER:ANCHOR DIAMETER+111(r. Dimanslonj Value(1n))For Mullion: Olmenslon Valuo(in)For Mullion:
X-SECTION X-SECTION X-SECTION F 1687 1-X4-X -F 1.938 1.6.X3.25'
0 1.000 .126, G 0.500 X.624"
3.469- 5.600------------- H -F6-W Alumir.,um H 1.438 Aluminum
I &ODO Tube Mullion 1 &250 Ube Mullion
.12 1.1377.r� .126' 376' -F =1-87 " 1x -F -1-62-5 1.25'X3.94•-
MIN, G 0.767 .375, G 1.125- X.824"
H 2430 Aluminum -H _7750-0 Aluminum
-r -- '.V"DUCT REVISED
I 3RN UI)a it I 1 3.250 Tube
F 225D 1.217 X 3.26 Mullion complying with jhc Florida
F 13 3111 SPIN I Bulldingcodc
F 21 B I Acl�jpl wN, CO-OUS-03
.12W _1*3-11"- "'o-' "177,r�- 126' 0 0.760 X.1w 2*875 45*
.125" 45* 2.250- U puwi Date
30. 1 3.250 Tube Mullion
By
miam do Fmduct
3,2
'Q 50745-BAY MULLION 3.2 0. TABLED
0. 1 M.
IALU Q I
30'BAY MULLION 6063-7 ------- Dimension PGTPart#
'M "0' 1
Mul
06346 ALUM. X-SECTION NN
X-SECTION Jheal 0) A
Mullion Sid,Clip Offset Clip U-ClIp Angle Clip
G OFFSET CLIP I-Xr X.125'(10) A' 'r
SWM SWIliM 668`1122M 80241M W8510M 'F
J..4 .12W- 6083-T6ALUM. 1'X4-X.376'(Il) 66610 666112M 6W 123M 666242M 666519M
.226" '-:t�$ . TOPVIEW v x4-x.37s--r(11) 6603 666112M 6661123M 666242FA �19M 14,
NOTES- 50795 ;
740
-R7e-t .
rt l.2S`X3.25'X.I0V(113) 2DJW 127M 61381124M OW2410M GMIISM
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONST25'X-3-25'X-624-(14) 20161 6001128M 6661125M 6W2411M eligitleM 0 zu
GIVEN ON THIS SHEET.
1-c
L94*X-_624'(i5) 20162 6661117M 61381126M 6W4IM 6easim
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS
3()Degree WA
(19) M. f�W�A
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 45 Degree(20) 66650 1 TA NIA F-WA -T--Jim
A.
FL P.E.l587054
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.80.0 FOR
NO ANCHORS IN HEAD 1}INITIALLY ASSUMING THAT A Y WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1•=1.REFERENCING SHEET 25,THE COLUMN USING 0
--' RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED 2i
DESIGN PRESSURE OF+60.01-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
. --SEE SEE
FENESTRATION DETAILS. FROM TABLE 3A.SHEET 7,THE 1"X 2.75'X.375`MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD $
NOT BE SUITABLE FOR THIS APPLICATION.
z
AFPROVAL 4
�. 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.75"X.650'MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+6 o
72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE R'
72 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION
LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 h
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 895 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. (0 N
SEE 2.3 WIO
DETAILS 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED 1MTN THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
SHEETS APPLY TO THE OVERALLASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE NTH THE J
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ,7 z
0 03
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 41-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS,ALTERNATIVELY, W
NO ANCHORS W WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; m O F
32'
MULL WIDTH (60 PSF)X( 636 LBS co
524.9 LBS
OPENING WIDTH `72.7 PSF _ (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 46}
L--
-
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.3/8".THE OPENING REQUIRES A j
DESIGN PRESSURE OF+5OA1-55.0 PSF, J
a
FOR THE VERTICAL MULLION: Q
O
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION ISSUITABLE,THE MULLION LENGTH IS 32+72"+1'=105'AND THE OPENING WIDTH IS 36'+361+1°-73'.REFERENCING SHEET 25, Q
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.418'AND WILL � �JS Cy AO
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J�, a
MULL WIDTHFROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375'MULLION(LENGTH=108°,OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF Of Q.
I C AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.25D"MULLION(LENGTH=106",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+P64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q 4 O O
EE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
2 0
SEE AILS, �mQ.
3Ar2
EETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING 1MDTH IS 36'+36'+2'=74,NOT 73'AS PREVIOUSLY
ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING•ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
THE 73'DIMENSION(35-1W+35.1/2"+2•=73'x.
j j 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICAL I I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION` `SEE `_SBE
g J USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH DETAILS, DETAIL E, THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
8 SHEETS 2.3 SHEET3 FOR THE HORIZONTAL MULLIONS:
OPENING
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
MUION T2'
MULLION TYPE COULD BE CHOSEN.
LL �/// �// PRODUCTREVISED,
1)THE MULLION LENGTH 15 36'AND THE OPENING HEIGHT IS 32"+72"+2"=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE es Minance No A.IIuilding Code
THE
comply ivhh Yn Fla"
USED.FROM TABLE 1 SHEET THE 2'X 4"X.250•MULLION(@ LENGTH=42,OPENING HEIGHT HAS A DESIGN PRESSURE OF*170.0 PSF WHICH EXCEEDS THE l�j•O$)$-per
REQUIREMENTS FOR THE OPENINN G AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. piratian Date� ifAn�j
SEE
DETA Ls, 2)USE TABLE 12B TO FIN.THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8° Ry
Mian
tk5HEESTWIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Dario ftoduq--�
(4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
:C1.1C 12. I 311 HORl2, I
`,�U�y{ XYNIV hJf( jfifi
i--- 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE ULUP SHOWS THE ANCHOR ``�fii��.•''UAC£t•fS�'•.�(Sp r..
LM1'OPENINGWiDTmFoRvFRnCALwjL
LLLENGTHMLLLExGTR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE ANCHOR TYPE IS A#12 STEEL SCREW. ,��: '•,����_
i40-`.18705
FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: =_
+/-64.7 PSF FROM THE VERTICAL MULLION; �...
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; TSSIT
+1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TOTHE VERTICAL MULLION(INTERSECTION). _ (�
THE LOWEST DESIGN PRESSURE IS+1.04.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 'rt)��•..,•••F,(OIE OH• �� �•
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �'S/ /ONM-
PRODUCTS•WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LY(JN T�AIB!!��\P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.E.#68705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: }�
PIN I PW PW •� a
IQ
I / ! 1 N
SHlOH SHIDH SyN^IDPH SHIDH — _ Cyt
PW PW Z rN � CUd)
O
.1 W
LOADING OF VERTICAL MULLION I / / / co U.t o a
LOADING OF VERTICAL MULLION i ` !
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 j aI I / � M F'
j HINGED t-
DOOR
j SGD �_.. Z
PW i LOADING OF VERTICAL MULLION 7J
PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q UJ
i PW P ta— sz o
PW
SHIDH SmH PW x Y
SHIDH SHIDH I V Q
4 a..� zaa
SHIDH
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 / 1
1 PW
i
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
P MULLION HINGED �
DOOR PW PW I NOTES:
I ;XMUCT I(EVISED
I as eomPlyin6 aith dw Ftosido
I 1)DRAWINGS ARE Rssitding Cade
I - - -- - ._...—...... RERESENTATIONSOFTYPICALAcoePtenaeNo O
PW CONFIGURATIONS. E iraU Dole
I PW 4
CONFIGURATIONS NOT SHOWN 2 1
o J I j MAY BE EXTRAPOLATED FROM By
THOSE SHOWN. Mtunad"H
2)IF THE LOADING TYPE CANNOT LYNN
PW BE DETERMINED,USE `�� �Ot;,.....
PW PW I RECTANGULAR LOADING. .��t.•'4\CEH3�''• P
/ 3)SEE PRODUCTS'APPROVAL FOR "�+ ' r
1 No.587W-
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I ACTUAL ANCHOR LOCATIONS. _ -•
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 _ n� J.M1
SGD / 1 N b Li
I :(� STrI-(<:OFr:
1 r'LORW
LOADING OF VERTICAL LOADING OF HORIZONTAL A/L�I(*-, , 01
Rt�fj�e,
MULLION MULLION FL P.E.tS6705
TABLE E ® k H
Mull Dlmennlon POT Pert# va.Y
(sheet#) Mullion Std.Clip U-Clip Angle Clip r•125' f`.12Y --1 I--•126' C!
2"X4"X.25"(116)1 600271M 6B65112M I CLIP
2"X6"X.25"(17) 66604 666262M 666272M 6685113M STANDARD CLIP U•CLIP 2X 63.76A UM.6063-T6 ALUM. 8083-T(i ALUM. 8083-TB ALUM.2.000" XSECTION 2.125° IJT
X-SECTION 2,000' XSECTION
NOTES: N1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING '125" •126° .126° BDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. zN
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE �»--1.490'--I I O W
HOLE LOCATIONS. 1.490" LU
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500'
() �$
CUTHERETO 5.000° 375' W o O
2.000• 3.500' CREATE F-CUP, m z O
.376' _SEE DETAIL F. .375' rY .375" �- MIN, ZO ( J
MIN. r SHEET4 MIN.
Z
r-------- ---�-- -------i - -- T---------------------T Z W m
I I Q J d
4.000' -�-- --- --i- 3.438' + 3.436" @ ---------i Z 0 Q C_4
o
250° 2MULLION• I I 3.430' 1 I F o0
Q ZzQ Z o
6063-T6 ALUM. j I i i 1 Z �o�
XSECTION I I I I I MIN. LU "
MIN. _ _
L_ _____- ___I_-- _____-_J __ _- L_____________________J W Y Y
L_ STANDARD CLIP U-CLIP,8083.78 ALUM. 2X6 ANGLE CLIP Q Z O O
CENTER OF ANCHOR HOLE MUST LIE 6068-T0 AUTAt SED FOR 2'X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8083.76 ALUM. D- m(!1 (n
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW
SHEETS 5.20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. y{�
DISTANCE,MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'.
SHEETS 5-20 FOR THEANCHOR O.C.
5.500' DISTANCE.MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER:ANCHOR DIAMETER+1/16 5.000'
2.000' 3.500'--� CREATE F-CLIP,
(`- -� .375' SEE DETAIL F. .375° .376'
MIN. r-SHEET4 MIN.
MIN.
.375'
I I I I I I
rlRWUCr REVISED
as complyingwiM do Ftorid�
I I I I I nniMfngCodl lto-O 16.03
I I I I I I Aac VI-N1
I � � � E piml�on,Drd1 QOZ
I I I I I I By",fo&d'
_ 4.688" -- ----- Ml��, 8.000" rY -j-- T- - IT5.438' I
6.438'
I I 6.438'
I I I ,�•.''\CENSE•'•, �Q
2'X 6"X.26"
MULLION IJ0.55705
j I I 1 I
8083-T6 ALUM. .375" ;;
XSECTION I I I
I I I I ___J (!L I
L------------ MIN.
------- ------ L_------ ST;e F
STANDAROCLIP U-CLIP 2X5 ANGLE CLIP
.250' 6063.78 ALUM. 6063-T6 ALUM. 6063-76ALUM. /!/`��(�r\I/•�t;�\\\�
TOPVIEW USED FOR 21X 6'MULLION.SHEET 17 TOPVIEW
TOPVIEW A.
LYUO Mllll!�R,P.E.
FL P.EA 58705
1.0ow 1'1.0001'' 1-1,250-1 F
.125•
t000• .126"
j 3.8 ..12265'
26'2.760' 2.7501 126' 3.125'
2.000' 2.0002tIIi6t--t.zoo•�-.125"
N Y
�a
. �
f 125' 6' 1 N
Co
376W 0" 12W. 3Z
f goo" i
1'X2°X.125'MULLION PX2"X.375'MULLION TX 2.76°X.376"MUWON 1'X2.76'X.689'MUWON 1'X 3.125'X.5'MUWON 126'X3.188"X.265'MIULLIpN 128'X2.11'X.l26'MULLlON 0 LU
LU
8083.78 ALUM. 606378 ALUM. 6083-T6 ALUM. 6003 T6 ALUM. 8083-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. d
XSECTION X-SECTION X•SECTION XSECTION X-SECTION X-SECTION *SECTION w < p O
)--.125" ')''{)--•.125' -«{r.-.126° Fes•• O J
2AOO" t STANDARD CLIP I 2X5ANGLECLIP TABLEA z w
6 xsTO ALUM- I( 2.1125" 6063-T8 ALUM. Dlmendon Value{in) For Mullion: O •�S
I U-0LIP 2.000' X•SECTION
I` A 1.825 � a z
.125' I 6083-TB ALUM. I ,125' B 2.854 1'X2'X.125' Q J �
X-SECTION L
Aluminum i- 0 .�
C 0.895 Tube Mullion 0Z 0
126"�1 4 D 0.740co Q Z o Sa
• .740'F- A 1.125 1.X2°X.375 w O ��
5.500• B 2.404
5.000• 635 J
CUTHERE TO 376" Aluminum D_'
.375' 3126" --«i-CREATE F-CLIP,SEE MIN. r8 �"--'---' C 0' lube Mullion U =) „1 ?:
MIN. OETAILF.SligET4 .375"MIN. D 0.490 Q O p
338'MIN. A 1,875 3 z �O
r-'-----� r-------I �----------------
t I t i A A U CLIP A t --__-_- = B 3.000 1"X 2 75"°X
L_ _..--_J L-------J 6063-T6 ALUM. ` --`•-- ---' yX6 ANGLE CLIP C 0.767 .376 AIOmIfIUm 6- �
TOPViEW 6063-76 ALUM.
_ D 1.118 Mullion
STANDARD CUP TOPVIEW
` 6063.76 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min.
ZCENTFROFANCHOR DASHED BOUNDARY.SEE SHEETS AN FOR THE
CENTEROF ANCHOR HOLE MUST LIE TpPVIEWANCHOR O.C.DISTANCE.MAXIMUMANCHOR A 1.312 1'X2.75'X
WITHINTHE DASHED BOUNDARY.SEE OLE MUST UE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3,000 850'
SHEETS 5.17 FOR THE ANCHOR O.C. ITHIN THE DASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE
C 0.476 Aluminum
DIAMETER:ANCHOR DIAMETER•1116. SHEETS 8.17 FORTHE
ANCHOR O.C. TABLE B D 0.836 Tuba Mullion
DISTANCE.MAXIMUM A 2.OD0 RODUGT RBVt60D
5.500` .376" ANMETER: N Mull Dlmenalon(aheet#) PtllTPatt# 1'X3.Alum
ANCH TER:ANCHOR B 2.637 as eomucr with mo Flaf11111
375" MIN. DIAMETER+1116". Mullion Std.Clip Onset Clip U Clip Angie Gtlp O 0.663 .500 Alum auiia ng Cada
MIN.
1"X2 X.125'(b) 66605 868113M 6681118M 888243M 668511M lube Mull AcaePlanceTk I�O'OZ) .O
D 1.137 pI_I Dale /jU21
-------------I-------------; 1"X2°X.376"(6) 688006 888114M 6NI119M 6W244M 666512M A 2.625 ny
I 1"X2.75"X.375'(7) 66607 6661 iSM 6661120M 666246M 666513M B 3.262 1.25"X3.186• Mian Dada ProdncL
I I X.285•Alum
B i"X2.75"X.650'(8) 1 66608 666116M 6661121M 666246M 666514M O 0.862 'lobe Mull
I - - ---, D I D 1.762 ��� LYNN lvJ rrr
t i I L 1"X3.125'X.500"{9) 66837M 6661116M 6661114M 666242M 666516M .` pF�\ ••• �(F� r,
I I I 1.26*X2.111 X ,;�'�.•''�c-N55•''•.,
I 1 I 1.25'X3.168"X.265'(12) 66641M NS1117M N61113M 6W241M 666516M A L813 26* Alum c: -"r
z------- �. -_----�
1,28"X2.11"X.12b"(18) 69370 WA WA WA 868617M Tube Mull
�'•::
0 OFFSET CLIP NOTES: l'
6063.76 ALUM. Z.
J/ LU
.125' i �'O•. Nr,� lb;�(.{/�
TOPMEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET,
.74D' ''- II ,, p '
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. ,�j,�^ •'/.�pR�OP SC9\
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.Ll'AQ]i]it�'�.E.
FL P.E.#58705
TABLE 15A
Mullion Capoolty Tablo Ibe#12 • µ
OpontnpWtdth(faasl0caiVgpamirgmi8ians)orOpenlnpH9ipht(forharilada4yspgrrlrgml/Oom) c! FAQ
so In 6014 701n 004. 901n 10014 12010 14081 160). p
Rectengder Trepridan9. Ren wphr Trap71Sang' Rect.941 Traplideng. Roclewer Tmptman0, Rectang6er Traww"g• RWWar TNptittmfg. Reelangdet T7apt .0, RectsWer Trop7do4g. 8-1-91 Traptnfeng. C
7.25"30 loaft Loading Loedn9 Lowing Loadng Looting Lowing Mann Loaft Loading Lmdng Loadng Loading Lowing Lowing Loading L..ft Loading 6�
DEO.AL g 2r a y y y x u
BAYMULI
�
fill, � m
2 1 11 11 fill 1 11 11 1 z
42 In 170.01 620 170.0 435 170.0 744 170.0 479.1170.01 881 170.0 308 170.0 922 17'0,0 519 170.01 ttt8 tT0.0 $21 170.0 11240 170.0 521 ITU 1468 170.0 821 170.0 1733 170.0 1 521 149.1 1740 170.01 021 1J
401n 170.0 708 170.0 524 170.0 850 170.0 564 170.0 092 1 170.0 630 170.01 1133 170,0 681 170.0 1273 170.0 677 170.0 1417 170.o Be0 1522 1522 170.0 600 130.6 1522 170.0 .0 9.8
680 114.2 16x2 1700 :3
50.0251. 170.0 747 170.0 6g3 170.0 002 170.0 631 170.0 1046 470.0 664 170.0 1185 170,0723 170.0 1345 170.0 747 164.2 1443 170.0 768 iWA 1443 170,0 750 itis 1443 170.0 Tae 1028 5443 170.0 758 W 0
64 In 170.0 797 1700 612 170.0 056 170.0 694 170.0 1116 170.0 754 170.0 1275 170.0 803 180.4 1353 170.0 a37 144.3 1353 170.0 856 1201 1353 170.0 BSI 101.1 1353 170.0 881 90.2 1 1353 170.0 Otic F-
60 In
600 170.0 886 170.0 701 170.0 IM3 170,0 797 167X 1216 IlD.O 870 148.1 1218 170A 644 129,0 1216 169.0 018 116.9 1218 1521 824 87.4 1218 146.1 013 83.5 1218 148.1 013 73.1 1216 146.1 013 F- U �
03 N 170.0 030 170.0 743170.0 1118 170.0 860 160.2 1150 1680 933 1131,4 1160 153.0 914 116.8 1160 141.9 BOB 105.1 1150 134.2 Bey 87.0 1150 120.7 871 76.1 1160 1282 070 65.7 1160 11262 670 d
681. 170.0 974 170.0 769 152A 1048 165.6 801 1309 1046 1488 654 114.3 4048 133.1 650 101.6 1046 123.4 830 41.4 1046 116.8 830 782 1048 100.4 82t 63.3 1046 1082 618 57.1 1048 iO6z 810 ? 0)
720 140.8 6B0 147.0 784 117.0 Bao 126,0 TIB 100.8 8e0 110.8 734 880 680 100,0 7?1 71.2 600 82.0 112 i0A 880 882 703 68.7 aeo 79.2 683 50.3 080 70.6 08 44.0 680 76A 686 7 1 W
7110 118.7 Tog 125,1 690 99.8 790 1084 on 85.5 ?Bo 93.3 663 T4.6 790 830 652 685 700 78.8 643 $9.9 700 71.7 835 49.8 780 65.1 624 42.6 7B0 621 619 37A 790 61.5 617
761. 110.8 750 ttsk 657 02.3 760 981 844 79.1 750 63.9 632 692 760 77.1 621 61.6 750 70.6 012 65.4 760 56.7 896 48.z 750 69.4 594 39.6 750 0@.2 688 3;.1i 750 65.6 6B8
0010 72.1 804 740 600 60.1 683 02.9 4B1 61.6 663 64.6 483 43.1 6B3 46B Ors 40.1 583 41.4 488 36.1 663 40.9 462 30.0 663 36.2 452 26.6 6113 33.9. 443 22.3 503 31.8 102 � m Z �"
0410 6BA 496 51.1 103 {8.5 4B5 81.5 438 42.4 495 440 427 37.1 485 38,8 421 33.0 405 38.1 H5 2B.T 4� 33.2 409 24,8 496 20,1 400 21.2 ;9S 26.8 394 118.8 495 23.0 390 N LU
login 41.7 391 420 353 34.6 391 35.9 346 20.6 391 31.1 342 281 341 27.6 337 232 381 24.0 5>1 20.8 301 220 32B ITA 301 18.1 321 14.0 391 17.8 315 �i
11114 380 370 382 335 32.0 370 33.0 330 27.5 370 28.8 326 2d.b 37tl 26,3 320 1fA 370 22.1 310 19.2 370 20.8 312 1&0 370 16.1 30S 0: Q
120 In 300 317 30.0 269 25.3 317 260 284 21.7 317 22.5 ?AO t9A 317 19.9 271 188 317 17.9 273
1441. 179 220 17.8 203 d 2 ( 1
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Cs fly TableObs) -•-- ^1 -3
ANCHOR CAP
9ub9Ualo: 2.7a lbmrele 3.510 Ib4c. Hol"CMO Fled CMU PT Molal (O�)X C )=ANCHOR CAP...
5116•Eke 114'SS Eke 5(18'Eke 174.88 Eko 610 81mi 012 Sted 0128tce1 MULLION
Anchor CUP Pattema Anchor Type: L1o'EkoUltrmon 114*Eke Umeaan ulumon 3/iB•Eka Ulgmm 114*Eke UlUacm A00MGelor Ummon AaWeGelor Screw(05)8o-05) Sol"(05L USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge 01srence(Mk Y I 2-112• Y 2.112- 3.118• 1• 2.11r P 2-lir Y 3416• 2' 4.48' 0.54• 8324• CAPACITY REQUIRED°CORRESPONDING TO AN
Embedment Ont. 1310• 1,14' 1.914• t-314• 2 1.14• 1.14• 7-114• 1.14• 1.14• 1414' 2' twig" 1.316• %.m ACTUAL PRESSURE REQUIREMENT FOR THE
2Ane1pn 0 a•Min O.C.! )2t5An91e WIfig.1t. 390 gm Sea tbs 4501. 890 roe 17003; 270 tes 2801be 354W 740 be 37 tbs 720tbs 848 the 39.1 Ms 442 Wo 5o08q OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhpe®3.6•Min.O.C.1(2)245 A.*Clips I(Fb•2J 780 be 760109 790 ms 1670 Me 25M Ibs 540 Ib, 50Ibs IgA 11201te TO Obs ON lbs te92lbe 68z Lbs 611 Lbs 1121 roe CAPACITY(FROM THE TABLE)OF THE SELECTED
gAlwnwe432N•W.MC.12)295 Angle C9ys 7(Fig.at. 1120 Me 15201153 951403 2246Ibs 2254 Me NIA 840lbs WA 1059 Me NIA I=He WA 10x2 gq 132789. t86c®s MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. "RMUCCRHVISEO
FIGURE 1: as cemplyin8 with Wa FI16}d6
TABLE NOTES: B.ltding Code
Amptance No 16-OZ18.03r
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, p1mif Date T /�Z f
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
BY
FIGURE 2
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. Mi Dada Pmduct
114{11 1111/)
3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' C(L 1 AJtj
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30' . ,� ••'�1C
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' -'\'. "0 '.8705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30*SAY ='tl �(101 c�
y
LEAST.125'THICK AND 038.ALL ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW THREADS BEYOND MULL ON 7) '' $'TATE Df ;•tit/`
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR410 S,S. 'U+ FLOi2tD�;•''CJS`�
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ' `�
A.Ll{tJN MIL'LEtR,P.E.
FL P.E,#58705
i
c
j
i
TABLE 134
Mullion Capsally Table 0baM
Opening Width(for eergca%psparvll mullions)orOpeningHOW(1Drhorl2olaly-spar»rgmullions) j�u7
60 In 60 In 70 to BOH 00 in too in 120 in Ilia in IWIn
RscWgder TrapMeng. Ractargder Trep/Merq, Rectenpder TraDtfllam. Redangdar TlapnIiaro R d.gder Tlap/I11MV Redmgder TMP17400a. Rectengder TrOPM1 1,a. Radengtd TrepWarq. Rectangular DeMTdeng. O
2X8X,25 Lo3dng 10041,11 Loafing Loafing Loadrq laadng Coaling Loadng Laedrg Loadng Lmdng Loafing Luadng t.oadrtp Loafing Loednd Loading Lowing k' q
Alum.Tube u Y
Mullionca
4211, 170.0 820 770.0 435 170.0 7M 170.0 418 170.0 US 170.0 505 170A 902 170.0 510 170,0 1178 170.0 $21 170.0 1240 170.0 521 170.0 1+88 170.0 521 170.0 1735 170.0 $21 170.0 10113 170.0 521 O
48 In 170.0 708 170.0 524 170.0 850 170,0 584 170.0 092 170.0 630 170.0 1`133 170.0 681 170.0 1215 INA 577 170,0 1417 170.0 850 170.0 1700 i700 5110 170.0 1053 170.0 BBD 170.0 22117 170.0 66D 3 IL1
50,6251n 170.0 741 170.0 503 170.0 808 170.0 831 1700 1048 170a 884 170.0 1105- 170.0 723 17MO 1345 1704 747 170.0 1494 170.0 lie 170.0 1703 170.0 756 170.0 2082 17Q0 758 170.0 2391 570.0 756
541n 170.0 797 170.0 612 170.0 958 170.0 891 170.0 lite 970.0 754 170.0 1276 170.0 803 170,0 1434 170.0 $37 170.0 1594 170.0 056 170.0 4913 170.0 661 170.0 2231 11'0.0 Bet 170.0 2550 170.0 581 W O
OO In 170.0 585 170,0 701 170.0 1083 170.0 707 170.0 IND 170.0 876 170.0 7417 170.0 044 170.0 1594 170.0 9911 170,0 1771 170.0 1033 170.0 2125 170.0 1003 110.0 2418 110.0 UO3 170.0 2833 170.0 `100.1 in
53m 170.0 930 178,0 745 uo.o 1176 170.0 850 570.0 1302 570.0 940 170.0 1486 1700 1016 170.0 1673 170.0 1076 170.0 1.050 17110 (122 17CO 7131 170.0 1108 170.0 2603 170.0 1171 170.0 2976 170.0 1171 j
g 11011, 170.0 974 170.0 789 170,0 1188 170.0 903 170,0 1381 170.0 1002 170.0 1556 170.0 7008 170.0 1753 170.0 1155 170.0 1048 170.0 1210 1700 2338 170.0 1275 170.0 2727 170.0 1258 170.0 3117 170.0 1268
7s r
170.0 1063 170,0 678 170,0 1275 170,0 1008 fl0.0 1486 170.0 1128 170.0 1700 170,0 1228 170.0 1013 170,0 1315 170.0 2126 170.0 1387 170.0 25N 17ell 1488 170.0 2975 170.0 1529 170.0 3400 770.0 IMO
170.0 1171 170.0 9:77 170.0 1346 1704 1,080 170.0 1570 i7Q0 1209 1704 1794 170.0 5322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2602 770.0 1628 170.0 3140 170.0 1904 170.0 358.4 170.0 1705 LLI
Q. Z
170.0 1151 170.0 967 170.0 1381 170.0 7178 170.0 1611 170.0 1250 170,0 1&2 170.0 1358 170.0 2012 170.0 1474 170.0 2302 170.0 1584 1700 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 i7g8 < J •' V
170.0 1328 1700 1144 170.0 1594 170,0 1328 170.0 1858 17MO 1488 170.0 2126 170,0 1053 Vele 2391 170.0 1783 170.0 2858 170.0 1810 1700 3188 17010 2125 156.0 3413 170.0 2273 IAS 3413 170.0 2361 Z '••i "� � O
5
570.0 1417 170.0 1232 170.0 1700 170.4 7434 1700 1803 170.0 1522 170,0 2187 170.0 1784 170.0 2550 170.0 7952 170.0 2833 770,0 2080, 700.0 3198 170.0 2338 137.1 3188 158.6 2474 720,0 3189 156.1 2428 14.. ..Z W O
O'r
170.0 1594 170.0 1408 170.0 1913 170.0 1611 170.0 2231 770.0 1070 170.0 2650 170.0 2078 184.8 2751 170.0 2271 148,3 7751 101.0 2373 123.0 2151 140.4 2281 105,0 2781 125.0 2234 a1.7 2701 118.0 2180 L6 N 1 f 1
int In 170.0 IBM 170.0 1454 170A `1988 170.0 1700 170.0 2793 170.0 1832 1700 2021 170.0 2149 151.5 2632 082.3 ZNS 136.6 2632 148.4 2216 1134 2032 129.4 2188 074 2032 115.1 2126 85.4 2632 106.3 20M W X
1201, 57110 1771 1704 15% 170.0 2125 170.0 1859 154,4 2252 1SR9 1991 435.1 2252 141.4 1084 120.1 2252 1271 1038 100.1 2252 118.1 1915 90.7 2252 09.8 1072 77.2 2252 gag 1638 674 2252 61.4 1508 � S2 y
S2 52X
1M m 125,1 1564 128,6 1445 104.3 1584 108.1 4425 504 1581 Bt.fi 1407 78.2 1564 80,7 1300 89.5 1581 72.3 1373 S2.8 1584 85.7 1358 52.1 155)I 58.11 1330 M,1 1554 1 40.2 1305 39.1 1584 1 44.4 1 1253 Q N
TABLE 13B a z
An horCaDacltv Table libel
ANCHOR CAPACITY ADJUSTMENT FORMULA:
- Q'
/ANCHOR CAP."....
6u31mte: 2.10 Comrote 3.5M CanO. NO-CMU Fuad CMU PT Wood Metal (DP,,�)X\ )=ANCF40R CAP.N, m 1���
5116•Elco 1/4.86 Eke 51f0"Elco 1/4`86Eko NO8led 02Sted 872 Sted MULLION CAP•,,,,,,,,
Anchot1.
3118•Eteo tgtr4can 114•Ecco tgbmm 3�t6"EkotAOacon fM'Eke t0hasm ( ) {051 screw tG5> USE THIS FORMULA TO OBTAIN THE'ANCHOR
AnchorCllp Petteme taDaoan AggeGstar tmracm ApgreGaler ecraw GS saw
m)
Dleten1• 2-11r t• 2-Ur 3-11W 1• 24ir r 2-1ir r 3.118• x 0.411` 0.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN
EmbeanLar7.314• 1.31r I:WC r 7.114• t.V4• 1-114• 1.114` 1-`1tr 1414• r tate` tate• radeen ACTUAL.PRESSURE REQUIREMENT FOR THE
2 Anehms 19 4.78•MM,O.C./Stentw a 0817 CSD ff19390lbs 380lb. 45013 090 Me 15_046 2r0 9; 28013 354 gra 740 roe 374 3 Ibn 04013 341 I3 44213 SBO 13 OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anohm@4.W Mbr.O.C.1Stend•dtorOasel)CSp( Miles 18o i3 900 ms178013 323223 54D 81, 680 Me 7088ss 1480(be 740 me 127213 1802 Me 682 MS USlbs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
s Anohas 01.7rMin.O.C.l Stendad(orobe0 C6p 116013 140013 1010 ms 2M[be WA WA 94013 WA 106513 WA NIA WA 1363 me m0 a6 2240 Mw MULLION.IT WILL YIELD A MINIMUM ANCHOR
+ArwhmOrMtnOC/(2)2BSArCMCtlpsl( 780As 78063 SBO ms 1se0tfu 1898 Es 5401M 580(3 WA 76013 746106 NOW 1802168 682 me 88513 112013 CAPACITY WHICH MAY BE USED TO QUALIFY
a Amhde 40 3•Min 0c./(2)2c5An&ops/( 160013 IWO lba OWme 312013 37922" 10802s 1120 ms WA 152013 1400 0s 176013 3704lbs 1363res 1770 0m 22to ibs ADDITIONAL ANCHOR OPTIONS FROM THE
12Awhem0IVMle.O,O.1(2)2tSArgia 15'118/( 1.lbs 210OWs 1440 ps 378013 WA WA 132013 WA 1500lbs WA WA WA 2045768 25540,s 33MThe ANCHOR CAPACITY TABLE.
4 Argtgro 4$1.31•Mh O.C./tf17p,klo.12YAlum.( WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143013 PRODUCT RBYLSBD
e Anchaa®0.&•MI6.O.0 1 tfCSp,lnfo.l25`AWm.(Fq.9k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2801 @0 os Camplyity with thO FtOsldB
2 Anchm42486•Min.O.CJ F.Up(F1p.10): 39028 390 me 45013 89013 161613 VOW 280 The 35108 740 be 374166 535 t3 9{013 3810.3 44Y the 580168 L�'-2.000'----( Building(:ode
4Andgro 1.71"Mln.O.C1F•(X q.117 500 ft 700168 50513 12BOMe WA WA 470168 WA $33 Ns I WA I WA I WA I 6821fs I BMIba 1120@0 Aacimll poNol(p�O2l},�.63
.250• (sag Date �Zl
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES:
By
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: Miam• product
• • • . • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON t 1 I I I I I
• • e • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �I •, 4 A �ti
�I C)tA,,.......,11(t A
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ti` ��t'.•tit(;t:NS6^ 'F !.•
• • • 6.601r R�r' .•A.
• • • • • •e • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =�:r 611705
21.23.HOLES TO BE DRILLED IN THE HELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON p
FIGURE 5: FIGURE B: FIGURE 7: ANGLE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. U:,/)•p'^"Y �b •.t
• • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •f5 •�( ATI=OF �•�
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TyREATED %0..f'••'•,,t•7 ORit)?•'•(,j
• • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125•
MUST BE THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK 18 GAUGE STRUCTURAL STEEL TO
• • • • • • • • USED IN BEAT LEAST•125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 11, t tt
PAIRS. 2'X 8•X.25' A.L11P)�l'(dIILL�R,P.E.
THREADS BEYOND THE MATERIAL 410 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.'OR 410 S,S. MULLION FL P.E.#58705
TABLE 11A
Mullion Capacity Table pbeRlr)
OpenlnOWldth(lorvedlcelyspeMngmillions)orOpaningHeight(for honzadetYspenritgmullions) Irk' a
SD In 60 in Tom 1 6a in I 90 in 1 100 in 1 12011 tlomISO in 66 a
1.26X396 Recuigdar Trap7deng. ReNangWar Tapfrntng. Redmgder TrapTduq. R.1 noubr Trapfrdeng. Rectangular Tupf7dmg. R4Nngda1 Treprrdang. -iv T9pRdarg. Redangdar Trap'rriang. Rxtsngdu Popmon8. G 9,
loafing Wadi Laad4766 Loadnp Loed'ep lmdeg Lnedng LoWng Loading woing LoeOng Loading Looting Loading Loading Loaduq Ln>anp Enacting �Y u
X.624 ca>,
Alum.Tube ,� E-„ l- ',. ''.. 'E '�u., '.. " �.. L E„ € .. �' u.. '8 '�,. 1; B,. �' '''. '§'., 'E � •�' -- -. -fMullion
'13 •E 'gu.. UT•.
�� a€
u u uq u u� LIU
u v u u
Pu u u u9 u u S ue u ue u u u u u u y Ib
f� aa �a � �a � aa � a�a oaf aa � �a � �a � a � �a � �a � aa �� aa �a � �a � �a o
42 in 170.01 627 170.01 435 170.01 744 170.0 478 170.0 860 170.0 606 170.0 992 170.0 679 170.0 1116 170.0 621 170.0 INS 170.0 521 170.0 1188 170.0 621 170.0 1735 1710.0 521 170.0 1983 170.0 621
48111 170.0 708 170.0 524 170.0 050 170.0 561 170.0 492 170.0 530 110.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 Ego 1740 1983 170.0 680 170.0 2267 170.0 am J W
60.62bN 110.0 7d7 170A 567 170.0 896 170.0 671 170.0 1616 170.0 681 170.0 1195 110.0 727 170.0 1316 170.0 747 170.0 1494 170.0 7666 170.0 1793 170.0 756 110.0 2092 170.0 756 170.0 2]91 170.0 76fi g n
54 In 110.0 797 170.0 612 170.0 956 170.0 691 110.0 Ilia 170.0 754 170.0 1216 170.0 003 170.0 1431 170.0 837 170.0 1591 170.0 856 170.0 1913 170.0 681 170.0 2231 170.0 061 160.2 2403 170.0 Bat W O O
60111 110.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1117 170.0 944 170.0 1591 170.0 996 170.0 1711 170.0 1033 170.0 2126 170.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1063 F V O J
63 in 170.0 930 110.0 715 170.0 1116 170.0 860 170.0 1302 170A 910 170.0 1488 170.0 1015 170,0 1673 170.0 1016 170.0 1859 170.0 1122 1569 2060 00.0 1169 131.5 2060 170.0 1171 117.7 2060 110.0 1171 D.
W
66111 170.0 971 170.0 789 170.0 1169 170.0 903 170.0 13W 170.0 1002 170A 1%9 170.0 1086 170.0 1757 110.0 1155 110.0 1918 1140 1210 1430 1966 170.0 1276 122.6 1%6 170.0 1286 107.2 1966 170.0 128fi 7 (n= m
Z
Min 170.0 1063 170.0 878 110.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1728 164.1 1731 110.0 1315 135.7 1734 169.0 1386 116.6 1731 155.9 1761 99.1 1734 ISOA 1352 06.7 1731 150.2 1352 J;;€' Y�
0 76711 170.0 1171 1)0.0 977 170.0 1716 110.0 1080 168.6 7556 110.0 1209 147A 1566 1652 1205 131.1 155fi 151.5 1266 117.9 1558 141.3 1251 98.7 1656 128.3 1229 811 1556 172.3 1219 73.7 1556 121.2 1116 J O
lain 170.0 1151 170.0 967 170.0 1381 770.0 1116 155.9 1477 169.3 1266 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 909 1177 116.9 1169 77.9 1171 1148 1160 68.2 1171 109.3 1161 Q a.
90111 1d2.0 1110 146.5 986 i18A 1110 123.9 960 101.6 1110 107.9 951 88.8 1110 %.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 592 1110 71.7 891 60.7 1110 65.6 878 N.4 1110 62.7 070 ~ ccq Q N O
Z
96111 117.0 976 1207 672 97.6 975 101.6 066 83.6 975 08.3 012 732 976 78.6 029 65.0 975 71.2 617 68,5 976 65.4 807 48.8 976 67.1 709 4f.e 977 62.] 716 Nfi 916 14.7 ifii lQ" x$Z XO
108 in 822 711 Si.0 696 68.6 771 70.7 685 80,7 711 81.3 674 61.1 771 64.3 651 46.7 711 49.0 655 41.1 771 41.9 617 31.7 771 30.9 632 29A 771 75.0 621 75.7 771 32A 612 tJ3
III In 75.7 730 17.3 661 67.1 730 65.0 650 61.1 730 58.3 140 11.3 130 19.9 631 42.1 730 ISO 621 37.9 730 41.1 614 31.6 730 35.6 800 27.0 730 ]1.9 689 23.7 AD 29.5 681 W co
1210 In 69.9 624 61.0 569 19.9 621 61.2 660 12.8 621 11.3 652 37.5 624 39.2 611 73.3 624 35.3 631 30.0 621 32.2 671 75.0 6TA 77.7 679 21A 67A 21.6 509 18.7 621 71.6 601 N
111 in 31.7 133 35.1 100 20.9 473 29A 3% 21.6 437 25.4 790 21.7 437 71.4 785 197 433 70.0 381 17.3 173 10.2 776 (.� N Q O Q
d' z (n N
TABLE 11B �0
AnchorCe rcl Table Ibr) ANCHOR CAPACITY ADJUSTMENT FORMULA: 4i �� �
P b ( ANCHOR CAR"_,_
su06aale 2.760011090 3.6rCmc. mowcMu FNeOemu InTwood M9N (DP,)X( )=ANCHORCAP.,,a
5116•Elco 114.59 Eleo f71C Eke 114•SB Elco 010 sled N1281WJ 012 Steel MULLION CAP,,,o,,,,,,,
AnehorCOp Pelteme � 311e.Eco lmrxm yr Ekounr0cm uttrsem ats•Bco urraem v4•EkoUNacm AgIfeG9or UrOacm A�reO9ar screw(m)s0ew(GS) street(G5) USE THIS FORMULA TO OBTAIN THE`ANCHOR
E Oslarce nI 1• 2-1/7 11 2-1r7 311X' 1• 2417 1' 2-17 2 1 btfe• 7 tNIA
BIC 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Emlcdllml n rata• talr taro• 1a'r z 1-v4• t-v4• 1-tr4• 1418• Miml6lfr r 138• vales ACTUAL PRESSURE REQUIREMENT FOR THE
ms810 k6 450105 89om6 11644 ms 210109 leo los 3511bs 740105 946 m0 442106 560106 OPENING,WHEN IT IS LOWER THAN THE MULLION
d ARhars®7.15•Mh O.c.f SlmNrtl(9 al6egC6p pig Zj 480 R 700 Ds NIA WA as WA 38D IDs NIA WAWA 685105 1120U CAPACITY(FROM THE TABLE)OF THE SELECTED
IArclras®3'MN.O.C./T!)2ifi Ary10C�J/0 93 7W 10s 700 m9 Geo ms 1560756 1B98m6 540®3 660 bs NIA 760105s 1992 rn am M5 1120 kS MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arcinrs®0.54'M6r.O,C.lUtllp,Inl0.t0UANm.pig4; NIA WA NIA WA N/A NIA WA NTA WA WA WACAPACITY WHICH MAY BE USED TO QUALIFY
1 Anc-I FLP(Fig 5) 1951Ds 195 ma 715W 445RB 822 ms 1351Ds 1m 105 to os 370105 473 un 221 im 280011 ADDITIONAL ANCHOR OPTIONS FROM THE
2AMMrs[311.18'MIrt O.CI FL 67 2m Ds 3m In N/A WA N/A MIA tin ga NfA WA WA WA WA 4.15 560 m6 ANCHOR CAPACITY TABLE. pROD.UCT RBVISBD
oa mmplyfnX w51h the FlodtY
1.250' Building Coda C13
FIGUREI: FIGURE 2: TABLE NOTES: ExpiAlceM mDale
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 41 Dodo Fraftf
uiulll
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: •' UN'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'84' ` ��: V?
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS =.�,
BCLIP E USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5fl7U5 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •_) �� �� •' Lti
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ((I
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %�7 yjAT�OF
$ • 8083.75 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _8�' U'�C''•.,!-C OHll7p;.•'('`�`
• .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ��� Sg ""• 4C`��
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
• #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94•X.624• A.LYNM MILR.P.E.
MULLION FL P.E.#58705
f
TABLE 9A _
Manton Capacity Table ibsW)
Opening Width(lorveraeslly-aparldng mll®ons)orOpcning Height(forborizontoV4pamtng mdlorr)
5010 601n 7010 Data BO In 1004 I . 12010 U In 160 In � u,
Raatmpa4r TreyMmq R4etonpder TrAYTdena Reetfn9ular Tr4prrdetp. R4Sttr9Wdr Tmpae4ho. Rxt«Ipatar Tr47iTMnp. Raet4np4Bt Sidpatene, tfac141410. T10747daWg Ra:te�t4r Tn
1.20X3.26 L..Av Ladn9 Lading LaedNg Landing Lading Laa6n0 Loeaeq laadng Lading loadbp 1n4aaN Lamq Lo4dh9 tadIng Looaq RLandrit 7 Loading 4
Ale%.100 oY O
yypp� Iy�� 55 yp � �� s� �� � �`a' gg �� � y�hhg � yh�h� � �g � qqpp�• � qqpp� � �� � yyyy� qh�� �N �
n.Tube
lbillion
421. 170.0 020 170.0 436 1170.0 744 170.0 478 170.0 868 170.0 606 Volt 992 170.0 610 170.0 1118 170.0 621 153.3 1110 170.0I
127.7 1118 170.0 621 109.5 1110 110.0 521 65.8 1118 170.0 521 0 }-•
48 in 170.0 708 110.0 524 170.0 850 170.0 584 567,0 978 170.0 630 14&7 878 170.0 861 130.4 078 170.0 677 '117.3.978 170.0 978 978 170.0 880 63.6 978 170.0 880 73.3 878 f7ao 880
50.6261n 170A 747 170.0 683 170.0 886 170.0 Olt 150.7 627 170.0 684 13LO 927 100.5 708 117.2 927 1511 699 105.5 027 156.3 07.0 027 166.3 695 76A 027 158-3 685 65.9 027 1583 885 7
641n 170.0 707 170.0 012 164.5 869 170.0 691 132X 669 163.0 803 115.9 Bee 141.0 069 103.0 669 134.0 680 92.7 869 129.6 77,3 Me 120.0 652 68.2 669 12M 652 01.9 898 116.6 052 W �o O
6016 143.2 T40 163.8 834 it&4 748 132.3 BSO 102.3 740 117.6 609 80A 748 107.8 699 76.6 748 161.0 592 71.6 746 90.8 59.7 748 933 683 51.2 7� 83.3 563 44.8 749 03,3 68310 123.7 077 132.0 579 103.1 877 1132 560 K4 877 100.4 666 77.3 677 91.4 646 68.7 877 55,2 639 61.9 017 61.0 51.0 077 77.0 $29 44.2 077 70.7 529 30.7 677 78.7 620 ( ( J
80 In 107.8 617 it4.t 630 88.7 877 87.6 dib 78.8 847 68.9 600 67.3 817 78.3 600 539 Biz 72.6 484 63.8 617 66.7 469 44.8 617 84.4 483 ad 617 63.7 482 338 e17 63.7 482 W J
t1
724 02.a 518 87.1 460 69.1 616 74.2 440 50.2 Iiia 65.2 432 51.8 610 689 425 49.1 518 54.2 H9 41.4 610 50.7 414 34,5 618 46,0 408 29A 518 45.0 405 25.9 518 45.0 405 z in d
784 70.11 485 737 408 50.7 405 62.0 396 50,3 46S 61.9 390 44.1 105 41A 381 39.2 IBS 46.9 318 35,2 165 47.5 9T-0 28,4 406 30.3 387 25,2 (65 30.5 301 2TA 466 98.2 361
7810 65.2 441 88.0 307 54.3 441 57,7 ale 4&o 441 5&e 372 40.8 441 45.4 306 362 441 41.6 380 329 441 38.7 356 27.2 441 341 348 23.3 441 331 348 20.4 441 32.7 345 65 1414
Z
BOM 42.4 332 43.8 ?ofi 35A 332 97.0 788 30.3 332 723 284 2aIS 332 28.6 200 2],8 J32 28.1 276 21.2 ]32 214.1 272 17,7 332 21.3 288 15.2 932 19.8 262 13J 332 18.7 260 p r d'
00 In 35.0 291 35.9 260 29.1 281 MIS 256 25.0 291 28.4 262 2tll 29t 23a 245 1&4 291 2L3 281 17,6 291 19.5 241 14.8 29i 17.1 i38 12.a 291 159 232 ~ 0
1004 24.8 230 26.1 706 205 790 21.1 203 17,6 77q 1&3 701 15A 230 10.2 tge X 0
11110 21.6 218 231 107 1&0 210 19A 101 18,2 210 fB.B 101 14.1 216 14.9 180 UJ Nom'$r•
120h 17.8 187 762 iT0 14.9 187 16.3 167 W J�
W x tx rY7)
Q04
O Q
TABLE 9B D' Q
ANCHOR CAPACITY ADJUSTMENT FORMULA;
AnchorCe ac Table s 0.'
at4t91rete: Z.7k Ca�rete 3,69 Conti.I Haeow Cmu FA4d CMU I PTWooO MetesANCHOR
(DP,)X( }=ANCHOR CAP.„,
1018•Ela Itis"88 Elco 5118'Eko 114188 11" 610 atnel 012 Steel 912 Sled MULLION
Arxtar Type: 3718•0.UAW.. 114•Eko Ullman3118•Etna ttivaaon - 114•Etw UBmcoO
AnchoTCllpPatteme SalaamAgpteQat« Met. AggteQe4e 8amr(QS)Samw{Qsj Sarow(QS) USE THIS FORMULA TOOBTAIN 7HE'ANCHOR
Edge Distance MX r 2-1tr 1. 2-lir MW r 2-ur r I 2.12• 21 3.110• r o.4B" 8.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment 191 larr '114"4' 1,314• 1314• r I•tt4^ i-t14- 1-114• 1 5-174• Vile i-Ife 2• vw 1-978• tants ACTUAL PRESSURE REQUIREMENT FOR THE -
2 Anah«e M 4.75"MN.O.C./SIOMeN«Olreel qIP(Fq.7R 390 las 3901bB 4501,3 8901es 1644 9>a 270 ros 280 IM 3511b9 4a 1w 3741bs 604 W 06 1be 341 Its -r42-[ba aeons OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anah«s�t.tYMbL O,R 7Stan3ad(«0llset)gpiFU 2k 480 Aa 700 tba WA WA NLA WA 3110 Pos WA NIA WA WA WA 682tbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anch«e®31M4.0.0.1[2)216Angl9aW(Fig.3): 780 b5 780163 680roe 1560 WS teas bs 5401b3 500 Its WA 700lba 146lb3 880 m0 1892M 682 So. Des llxi 112o Iba MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Anch«t�0.a4•Mm.O.C.t U-alp.61to.100'AkM ft.4} WA NLA WA WA MIA WA WA WA WA WA WA WA WA WA 950 Cs CAPACITY WHICH MAY BE USED TO QUALIFY
t Anth«/FCllp(Flq.b); TBS roe IBS IN 2151h0 4/5m3 e221M t351a 1401,3 1171,3
370 The 1871ba 93216 473163 170 In. 221 Ib0 280 b3 ADDITIONAL ANCHOR OPTIONS FROM THE
2Amb«a 0 1.18"AM.041 Fqq{Fig.B}: 2I4 b3 35o M0 WA WA WA WA too no WA WA WA NIA WA 341 Iea 4(2163 aeODs ANCHOR CAPACITY TABLE. FRO7DUCr REVISED
a complying with dw Fioddo
FIGURE I: FIGURE 2: AccetxutNo�' ta'�
TABLE NOTES: 1.250'
CLIP MUST Bxpiretion Dale- 'Zoa
-11
i • i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. )r9vdo Floftl
111
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\�1� LYNN 6rj177r�j�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR F�(AC7 DIMENSIONS,SEE 3.250' `'`;,`•��',.•'l�CENS�r •��r;.
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - `:•:' '•, x'
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Y; 100,58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GgO.WOOD SHALL .100* l L `
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE "� g1✓.i`
• � 8063.75 AND BE A MINIMUM OF.100"THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND -{ �:�G•'•
F.
.045"THICK(IO GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL '��,•'•F(OR\D?•'
i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 115•MULLf'X.IOW �'�`j;�`5/..........
#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S.
• A.LYNN 1 1118k,P.E.
FL P.E.#58705
TABLE 70.
e
Mullion Capacity Table Ibafltt
Opening Whith(tor 4ertfca!)y-9parriRg int>ians)or Opening Helght(tor tadmrtaly-spemtng Sneers) Ile
bola 60 In 70In 1 60 in Do In 1001n 1201n He In Isola 6S
Reclan9Ww Trap7Tden9. Reetan aaale, Trapl7dang. Ractengl Trep77rfenA Rmtwigdw TrapJTdang Reaenguiw TmOtfaflg. Rectaaa" Tre 0S
1%4%.376 laedng LoeAn9 Londrp Lmdktg lned)ng LOeeng Looang Laedrq Imdnq L.edktg •t0adrg LOadrreg Rec�termutw Reath w TplFdwrg. RatuWutar TmptTdmr9. o:
Ai.xT'lbe a9Watling 0 Loading Loa®ag LueAfg SY
MullionIm
z �
421n 170.0 62D 170,0 430 170.0 744 170.0 478 170.0 568 170.0 500 170.0 902 1170.01 619 170.0 tits $Too a21 670.0 1240 170.0 521 170.0 1468 170.0 521 170.0 Inn 170.0 521 170A 1083 170.0 521 (y
J Ill
48 in 170.0 708 170.0 524 170.0 Sea 170.0 654 170.0 get 170.0,630 170.0 1133 170.0 661 170.0 1276 170.0 077 170.0 1417 170.0 600 170.0 1700 170.0 600 170.0 1983 170.0 680 161,8 2024 170.0 000
54.625 In 170.0 747 t70A 693 170.0 808 170.0 831 170.0 1048 170.0 054 17D.0 1t9S 170.0 723 170.0 1345 170.0 747 1170.0 1494 170.0 768 170.0 1783 110.0 756 168.0 1916 170.0 756 436,6 1919 170.0 750 Q'
�7❑
64 In 170.0 791 170.0 6f2 170.0 9W 170.0 601 170.0 7115 170.0 764 170.0 1278 170.0 603 170,0 1434 170.0 837 170.0 1594 170.0 860 149.9 1780 170.0 501 37.1 1799 170.0 861 120.0 1789 170.0 081 m p
601. 170.0 665 170.0 701 170.0 1683 170.0 797 170.0 1240 170.0 878 1170.0 1417 170.0 944 170.0 1594 170.0 998 155.6 1619 170.0 1033 129.0 1819 170.0 1051 111.0 1610 170.0 1003 97.2 1610 170.0 1063 H
00
831. 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170,0 fibs 170.0 1015 150.7 1642 170.0 1078 141.0 1542 110.0 1122 117.3 16{2 100.5 1158 100.7 1642 167.9 1157 08.1 1642 587.9 1157 J
{, 681. 170.0 974 170.0 769 1704 1168 170.0 903 170.0 1364 170.0 1002 160,6 1472 170,0 1088 142.8 1472 166.8 1148 128.6 1472 168.0 1130 107.1 1472 147.5 1106 9fA 1472 148.0 1101 60.3 1112 110.0 1104 Z
'9�TM�T 721n 170.0 1063 170.0 670 110,0 1275 170.0 1009 150.6 1J20 11152 1101 1]2,0 1]20 149.9 1082 117.J 1320 370. 1068 105.8 1320 1256 1019 58.0 1920 117.0 1024 76d 1J10 112.8 1013 80.0 1320 112.5 1012 C�
781. 170.0 1122 170.0 937 140.0 1154 159.4 IOL] 1262 1184 130.9 991 112.2 ti84 125.7 978 99-7 1184 116.3 95} 580. 1104 107.5 952 74.8 1104 97.8 635 84.1 1184 93.1 927 551 1184 92,3 Sea
76 In 1651 1124 170.0 987 136.4 1124 147.0 965 115.6 1124 129.5 047 103.6 1124 116.6 031 92.3 1124 105.6 018 83.0 1124 96.6 900 69.2 1124 59.0 000 $9.3 1124 04.3 WI 51.9 1124 83.2 078 Q •••l ice•,
J
901n 108.1 624 111.3 760 00.1 544 04.3 736 77.2 844 02,1 724 07.6 6H 73,3 712 60.1 624 665 702 54.0 644 611.4 693 45.0 872 64.2 676 38,6 844 60.0 Sea 33,8 644 {7.7 892 Z N O
Set- 89.1 742 91.5 883 742 742 772 652 616 742 67.2 041 56,7 742 69.6 631 41.6 742 64,1 622 44.4 742 414 614 37.1 742 43.6 6W 31.8 742 30.8 690 27.8 742 37.6 584 i¢•• Z 0 O
1081n 82,8 588 03,9 530 52.1 568 53.8 521 44.7 566 40. 6613 39.1 688 41.4 500 VIA 688 37.3 405 31.3 680 342 492 28.1 608 29.6 481 22.3 5116 26.8 472 19.6 586 24.7 466 co 11
-Till b 57.6 353 aBA SOJ 46.0 655 455 4% 412 655 129 IB7 38.0 555 3d.0 480 32.0 fi53 31.2 473 280. 554 31.3 407 24.0 d63 27,1 457 20,6 555 24.3 448 154 666 224 242 X X
124 in 46.6 475 46.4 47J 38.0 476 39.0 420 Me 476 317 420 28.5 473 x9.14 414 26.3 }75 28.e 409 22.8 475 24.5 404 194 476 21.1 30.5 18.3 475 16.7 357 14,3 175 17.2 301 F. It
11 ?BA 330 20.7 305 22.0 330 22.4 301 la.9 330 19.3 267 16.5 330 VA 203 U < Q
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: •G°}�
AnchorCepacitv Table ba ANCHOR CAP.,,,,,,,,
Subalrete: 211 Corlcreto 3.5k G9w, H.1m c 414 Filed CMU PT ood Metal (DR,)X t }=ANCHOR CAP.,,,
5115 E100 1/4'99Eko 5il6'Elcc 1/4'6SEko Meted W2S1eol 912 Sled MULLION
Anchor Clip Patterns Mchariype: ffits•Eko Ultmcon thl•Eko utuecon lin,00 ane'Sao attraoon tM•Eieo UOmean AggraGsWr Marc- AgweGetar bomw(05)Scnew(05) Saw(66) USE THIS FORMULA 7O OBTAIN THE'ANCHOR
Edon Distance(in): t- 2.160 I I' I 24n" 3.1/0' 1' 262' 1• I 2.1rr r 1 3116' r 0AW 0.54• 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN
Emm•11tat Mk I-W 1.3/1 i4fr IIve r 1•vr 14Ir I 1414• 1-im 1.114' 1411 r 1418' lam• redo$ ACTUAL PRESSURE REQUIREMENT FOR THE
2Anohom Ql 4.76•Min.O.C.I SWMM a Omal CUP(1`10.162k 390941 390 Ms 460154 6801m 16/4 ft 27072* 2801b. 59T 740Ma 3741be 664[be 040 3411m 4421ba 380Ms OPENING,WHEN R IS LOWER THAN THE MULLION
4Anatrom 012.21•Mi1.0.C.7SIaW&rd(orOmet)C0p(Fiq.3y 70D fas 700m Sea Me 141015* 952 fm WA BUW WA 6301m WA Boom WA 6a2 Ms 669fba tt2o Ma CAPACITY(FROM THE TABLE)OF THE SELECTED
e Arrafgm14 t.is•Mk.O.G.ISIaMwd(oromeq Clip ffb•4} Mlas 140011a WA WA WA WA 760[be WA WA WA WA WA imiba mom 224o Ma MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AnthomOrlin.O.c.t(2)2s5AW?%Cbp*Jfpfq.dk 780 Ms 709724 888 M* 156a1m IBM 640 We 560 fm WA 764 Ms 748 Its Boom 18921bs 6a2 M* 66stas itzo Me CAPACITY WHICH MAY BE USED TO QUALIFY
0ANIWG 03-MIA O.C./(2)215 An0b Alps l(Fq.sk tR01m H7llm 1020 r. 23/0tm x844 Me 010 Ms e4o1m w0. tt4olm 1fez lb* 1320 im 2830Im 1022 @i 1327 Ma 1460 Ma ADDITIONAL ANCHOR OPTIONS FROM THE
4 AmMm Q4.45'Mn.QC.tU13ip,tato.t25•
Mae.(Fig.7k WA WA WA WA WA WA WA WA WA WA WA WA WA NTA 1434 Ms ANCHOR CAPACITY TABLE,
2 AnchgS Q!2,26'Mb1.O.CJ F43ip png.6k 3501m 35015* 200 Ms 706 Ma 178Im NIA 28(Ilm WA 3151W WA 4101m WA 741 ku 1/2164 5601m PROOUCTRSVISEO
4 An0lram 49 t.t5'tah.O.Cl fi471p(fig.9k 480 bs 700Ma WA WA WA WA 380Im WA WA WA WA WA 862lbs 8B5Ibe 11201m as complying with Oto Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. BuildiCada
ng•-� 1.062" r-- -"-� 1.000" r+- Acoeplen.N.f(o-402-18•L7,j`
B piret Dot.
TABLE NOTES: e
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miwn'Rada Product
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • • • • • • • • • • 111111))
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \,, O�Y,tiYN .�11j1,F ''ice
• • • : AGF
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE 240770 SCALE.FOR EXACT DIMENSIONS,SEE -. �-,• •'.•;+���
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4,000"
Hu.50705
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. =•
FIGURE 5:
FIGURE tl: FIGU
Is • - r• • '
RE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND {jQ• ��ijElu z
• • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM C-90.WOOD SHALL BE -(�OY
• • • • PRESSURE-TREATED YELLOW SOUTHERN PiNE WITH AN SG OF 0.55.ALUMINUM SHALL BE
6063•T5AND BEAMINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' 0•'••!'tOR70�'' �C2,.,`
• • THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND 0.36.ALL ANCHORS �3T7'6' 3775" ii/'I (�I�G
ANGLE CLIP(FIGURES 560)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 6 iF12 1"X 4'X,376• r 1'X 4'X.375" i A.LS'NNIM1 LE'k,P.E.
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T"-MULLION MULLION FL P.E,#58705
TABLE 5A
Mullion Ca 1ld Table ibvie B ��A
Openlnp Width(tor velOcalls sparring mullions)or Oponing HatOht(far hod7nna*Spam fg mlfiiorts) C^�S
501n 80TH' 70tH 90 N BD In 107 in 120 N 140tH 180 N �1dI 0
Rectangular Trepr'INang, Re0lengufar Vagrianp. Rectan9t5ar TtalMeng. Ractanpidm Tmor<ong. Rectealpf TrWTdang. RW.rgrtar T'a"h n9. R ctanguler Trrg3namg, Rac18aW Trep7ldeng. Reoiengrl. Tia mwv. 8x 41€
1••x 3.125"x Loaft Loadell Loadng Lood g Loafing Loafing Looting Lasko Loadna lowing Leaclog Loafing [-"noLoadrp LoadnilLoadng Loadn9 Loadnp 11
'ff
600"AlumTube Mull
eq
S h� a Is eg il
s m
s � sa 11 0 illis a s
42In 170.0 620 170.0 435 170.0 TO 170.0 476 170.01 888 1170.0 508 170.0 002 170.01 510 170.0 1119 170.0 $21 170.0 1240 $70.8 521 170.0 1488 110,01 521 170.0 1735 1704 621 154.4 1872 170.0 1 521 J (W
48N 170.0 706 170.0 524 170.01 S50 1170.0 584 170.01 992 1170.0 620 170.0 11331170.01 891 170.0 12751 170.0 1 077 170.0 1417 170.0 080 157.7 1571 110.0 880 135.1 1677 170.0 680 118.2 1577 170.0 880 _
a
50,6251n 1 170.0 1 747 1 170.0 583 170.0 898 170.0 931 Y70.0 1048 110,0 084 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 750 141,7 1495 770.0 758 121.5 1495 170.0 758 106.3 1485 170.0 756 W O$
64 In 170.0 797 1780 812 170.0 958 170.0 691 170A 1116 M0 764 170,0 1275 170.0 803 188.1 1401 170.0 037 140.6 1401 170.0 856 124.8 1401 1704 861 108-6 1401 178.0 881 014 l46f 170.0 80! G2 M !-
CON 170.0 g9S 170A701 170.0 1083 170.0 787 158.5 1160 170.0 078 138.7 1158 187,0 828 123.3 1160 158.5 017 111.0 1158 149.7 Bf0 82.5 1160 144.5 W3 79,3 1168 144,5 003 BB.4 1158 144.5 903 1=-
03- 170.0 030 170.0 745 159.0 1049 170.0 650 137.0 1048 155.5 Sao 119,0 1049 141,7 816 108.5 1048 1320 630 95.0 1049 125.6 028 78.9 1048 1183 020 06.5 1048 116.8 SIB $9.9 1048 118.9 519 2 (p
ix 86tH 508.8 955 1704 788 539.0 965 161.3 804 119.1 965 1317 788 1042 956 12t.4 716 924 955 1124 765 83.4 055 100.4 757 88.5 OSS 09.8 749 59.8 855 98.7 740 521 WS 98.7 740 Z W m
G a Wg
?2 In 1285 603 134.0 697 107A 893 114.9 SM 91.8 603 101.1 870 80.3 603 91,2 059 714 803 83.9 SO 04.2 803 790 842 53.5 803 722 932 454 803 69.0 828 40.1 803 88.7 927
Te In 109.2 721 114.1 929 91.0 121 07.0 816 76.0 121 65.1 605 85.3 721 70,5 595 60.7 Mi 70,1 086 54.6 721 85.4 570 455 721 594 Seg 30.0 721 5&8 $04 34.1 Mt 68.1 583 Q _j
7111- 161.0 884 105.4 588 84.2 884 884 587 72.2 661 75,4 578 83.1 884 704 587 5&i 884 64A 5% 50.5 884 59.9 651 42.1 ON 64.1 541 38.1 004 81.3 536 314 884 50.8 534
Q to p
901n 95.8 514 07.9 450 54.8 514 67.3 MO 47.0 514 60,0 440 N.1 514 14.6 433 3&6 514 40.5 427 319 514 37.3 421 27A 614 33.0 412 23.6 $14 30A 405 20.0 514 2g.0 403 Q � 2 � .-•
98 N 54.2 452 53.7 404 45.2 452 47.0 3011 38.7 452 40.8 390 33.0 452 384 311/ 30,1 452 320 278 27.1 452 30,3 373 225 452 28,8 385 1&4 452 24.2 359 10.9 452 224 358 y �
108N 3&1 357 38.9 322 31.7 357 327 317 272 357 2&4 312 23.8 157 252 306 21.1 357 22-7 303 19.0 357 20.8 299 0.0 357 16.0 293 118 357 162 287 lilt 357 15.0 283
III tH 35.1 330 35,6 300 28.2 378 30.1 301 25.0 338 20.1 288 21.9 330 23.1 282 I.
336 20.8 208 17.5 338 19.0 204 14.6 330 10.6 278 125 338 14.0 273 11.0 338 13.8 269 7j
120 In 9.7 289 28,2 263 23.1 289 23.7 288 iB.B 289 20.5 258 17.3 289 tali 252 15.4 288 18.3 248 13.9 289 14.9 2� 11.8 289 125 240 O9 280 tt.i 230 0.7 288 104 232 U x
TABLE 5B Q Z O
ANCHOR CAPACITY ADJUSTMENT FORMULA: D-
AnchorCa aei Table Ibs w 11801
s'w
ANCHOR CAP.,,,,,,` Of mLG
S7Q5Udta 2.78 Concrete 15k Cant. NcloawcMU RVA
FTWood Metal (DP,))({ )=ANCHOR CAP,Ha •-/ �
6115 FJco tl4.89 Ek0 H15 Ek0 p1D 6154 rN2 Sleal 912 eleel MULLION CAP...wru. "r
Ancanc Type 911.Elco UBrsm U4'Eke Uloecon &IS Eleo U6mtm 114'Elea Uaracm Aggeaffior UaWcn screw(GS)Screla(GS) scrctc(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
AnchorClIp Pattems utwon
Edge Distance 9ny r 2.112 r JWA
3.10 1• x•112 r 2-1Ir r 341-30.461 0.5x• 7.324• CAPACITY REQUIRED'CORRESPONDING TO AN
£mhdrteM taro^ Iarr tVrr 1-114^ 1.174• 1-114^ 1.1/4• 1.1/4• 14W1.3x9• 1-318• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Anthors 475.684 O.C.!Slanclad cromel cop(no.t7 3901b5 ago me 450 Fes1644165 270 Fes 2801st 154 Ib3 740Ibl 374 Fes 654 Fes 3410n 442 Fee Mo 1135 OPENING,WHEN IT IS LOWER THAN THE MULLION
a Anctlar3 Q 1.15•M1n O.C.Islonco o(or amn)C 919 4 480 to 700 ma WAWA WA 3901bs MIA WA WA WA68265 665 Fes 1127 ae CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors®31 MN.O.C./(2)255 An&C9ps/(Flo.3) 780ID9 780 its 600 ma199699 640M 5601st MIA 760He AS gn 060Fe5 6821bs 88604 1120 tea MULLION.IT WILL YIELD A MINIMUM ANCHOR
3AW103@ DAY MIA O.C.11,1 .Into.125 Alum.(Fq 4) WA WA NIAWA WA WA MIA WA NFA WA WA WA WA 1073 m5 CAPACITY WHICH MAY BE USED TO QUALIFY
l Anct"IMIlp(Fla Sx 195103 195116 225030721350* 14003 In IBS VMS 187 m5 332103 418 ma 17080 221a4 280119 ADDITIONAL ANCHOR OPTIONS FROM THE
2Aocran 401,ltr MIA O.CJ F411 Ob 24003 359109 N/ANFA WA 10005 N/A WA NIA WA WA 3414bs !4 560011 ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT'RBVISED
as complying with The Flaft
I+i.000'-Y BWdhISCoda
FIGURE 1: FIGURE 2: TABLE NOTES: AcceprancroNo��v_ 'b'��• �(
E imMon Dals�uct
da
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Do Pro",
\\\ilII111//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(0R OPENING WIDTHS IS ALLOWABLE.
FIGURE3: 3.125" ,,�`�ONSL114,,,.•1..,t1tP��i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2123. �` 'l�•'LLGENSC'• 'A
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. `tom•' 741
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _
I.O.56705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •�01 - .• LT:
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED -.-ty••, b t/Jw
FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' /..7L.
• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT P X.t 25 MULLION)LION '�j,\•,•. O(RTO�:•'• ~ ,
LEAST.125"THICK AND A30,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (
• LL.,_)L_�_J THE MATERIAL.#10H ANCHORS INTO WOOD MAY 8E STEEL.18-8 S.S.OR 410 S.S. ��f `SIQfqN.
A.ILYIIN1M1lLER,P.E.
FL P.E.#58705
TABLE 3A
Mullion Ce ea Tabla 166704 21
Opening Width(forveMca*sparolrig mtCons)or Opening Helght(for hod2onla*spartntrg rougo119)
So In 601n TO In 801n 901n 1001n 120 in 140 in 160 in O
ReeNngdar TnWTdon9• Rondr It"I" T'*I"-' Rec[mpdar TteN7dmg. Ragargdar Tnpliiiang. Rectangular 7iaWaimrg. ltectergdm TnWMmg. RaotMgdBv ltnp/Meng. Re
1 X 2.76 X ctanprdm TnWMNV. RxtanWw TreprrdantI.
.875 Ab3m Lcaft Loading Loadng Loadng Lowing Wading Loading Lording loading Loedlg Loading Loam; loe4irg Loadng Loading Loadng loading loadog cF�
Tube
g
Mullion 04
g 6 U)
x11 _ Z
421. 170.0 820 170.0 435 170.0 744 170.0 1 478 170.01 868 17OX We 170.0 972 t7Q0 510 IMO file 170.0 621 170.0 1240 $710 521 148.7 1301 170,01 621 127.5 1"1 170.0 621 111.5 1301 170.0 521 0
40 In 170.01 TOB 170.0 624 170.01 850 170.0 684 170.01 092 170.0 830170.0 1135 170.0 661 t51.8 1139 170.0 077 136.6 1139 170.0 880 113.8 1139 170.0 850 87A 1139 170.0 880 a5A 1119 170.0 630
60.6251n 1-10.01 747 040 683 170.0 Egg 170.0 631 167.8 1W2 170.0 684 148.8 1032 170,0 723 130.5 1032 170.0 747 117.4 t432 1740 758 97.8 1032 170.0 756 83.9 tO32 170.0 756 73.4 1032 170.0 768 vG 0:�` N
54N 170.0797 170.0 812 181.3 807 178.0 891 1382 907 184.7 TJO 120.8 BOT iffi.5 720 107.5 007 146.0 714 00.8 OCT ltl.t 710 50.8 907 140.0 709 69.1 007 }4Q.0 703 80.5 BD7 140.0 709 m O p
Co
601. 141.1 735 161.6 626 117.6 735 130.3 811 100.11 715 116.0 699 882 735 108.2 bop 76A 718 99.6 683 70,5 735 85.1 678 68.8 735 BL8 674 SOA 736 91.6 674 44.1 735 Bl.a 674 F m
gg 63 N 121.9 600 130.0 570 107.8 688 111.5 667 87.0 568 98.9 547 762 606, W.t 530 67.7 ON 81.9 531 Me Oss 79.8 528 SO.a 668 76.8 627 43.6 666 75.5 621 38.1 668 75.8 621 713
FA
60N 108.0 607 it24 522 88.3 607 98.f, Stf 75.7 007 &5A 601 682 007 71'.1 193 dde 007 77.5 468 63.0 007 67.8 481 44.2 607 B3.4 470 379 007 62.7 474 33.1 807 tl2.7 474 Z
72 N 61.6 510 BS.tl 441 840 510 73.0 434 >510 64.3 428 51.0 510 87.8 418 45.4 610 53.3 413 448 510 50.0 X51141*05.0 402 282 $10 44.1 309 246 610 M.3 398 .
70 In GOA 458 72.6 400 579 458 01.7 392 48A 458 64.1 385 43.4 458 40.8 -378 3$.0 458 44.6 373 34.7 458 41.6 37.7 302 249 456 36.0 369 2L7 468 35.7 358 0 -1 �."
781n 642 435 W.0 3tl1r2-O.
435 66.6 373 45.9 435 40.11 366 40.1 435 N.7 360 35.7 435 40.9 356 32.1 435 38.1 34A 344 22.9 435 32.0 341 20.1 435 32.2 30 Q •r
r
BON 41.6 327 41.1 280 327 36.4 286 28.9 J27 31.6 280 20.1 327 28.3 275 23.2 327 25.7 271 20.0 327 237 1.0 262 UA 327 18.3 268 9BN 34A 287 334257 287 26.13 252 24.8 287 26.0 248 21.5 287 23.1 244 /9.i 287 20.9 240 17.2 2tl7 19.3 181 232 N 4~+3 c0
1081n 242 227 24.1 205 227 20.8 201 17.3 227 18.0 198 16.1 227 16.0 185 xa11th 22.3 215 227 194 216 141 tot 16.9 215 Me IBB W
Min 17.6 184 M9 187 N Y g
TABLE 38 U "
AnahorCa act Table!69 ANCHOR CAPACITY ADJUSTMENT FORMULA: a r Z
CAP., `
9ublltnla: 2.73 Carrcrde 3.6k Cores. Ho2owCMU FROCMU PT WaOd Melel (DP_)X(AN R != tow
ANCHOR CAP.,,, - 0.'
5/to' 114'SSEko Offer Ek. 1/4'S8Eko efoanmi MGM M $12Sted MNCAP
UUJO „,,,,,,,/// $ �.�g�
Anchor Clip Pallems AmhwTypc 3110 Eko Ullneon 114•Eko Macon Inumon 3116'Oleo Ultrwon V4•Elco U ttacan AggreGetw I 110mon Aggrol3atw bcnrf(GS)eaw(oq Sorew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Up Cisfaaoe(90: P 2-IM 1• 24re 3-116• 1' 2./re r I 2-1rr x I 3•1Is x 6.48• 0.64• O=t' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment N 11A. 1af4• 1.314• 1.314• x t-114• 1.114• tan• 1-114• 1.114• 1.114• 2• IW1JIB• laden ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchw4 04,75.149n.O.Q t8tendxd orOraN 00(Fig.tk 390 ibs 390 k4 450lbs -W-ft 1844 Ins 270 JIM 2BOThe 354 ka 740 lbs 314 His 66416s As 34136s •44206 560 15 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AMhom@1.16•Min.O.C.I StwMxd(crOrsel)Up(Fig.2} 480 On 70011,3 WA WA WA W001b
A 33 WA WA WA WA WA 682Ibs 6651bs 1120 ks CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amhm 07 W.O.Q I Q)2.5 Angle alp ltFfg.33: 78816. Mks 6600. 1660165 legeris mOn SBolbs WA 760&4 Mae 8801t" 1802 IW Mo. 885 Ito limbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Amhwe 1110.45 M7..O.Q 111424.Nto.12W Alm.(Fig.Al: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 0s CAPACITY WHiCH MAYBE USED TO QUALIFY
/AWhwl F-C1P 0.57 1950,3 195 ke 225 R. 445 rW 8221. 135 fba 1401bs 17703 370 On, 1137 n,a 33216. 47Jka t7o ks 2211m 280 ks ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancien®1.15'MN.O.CI FdID 0.61: 2400a 3501W WA WA WA WA 190 lbs WA WA WA WA WA 3411,3 M21ba 6801he ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. <.'�>GIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FRODUCT REVISED
m complying with Ibo Floft
IIutIding Cada
FIGURE is FIGURE 2: AcceplancaNgI6"0�•0;J
• . . . TABLE NOTES: -� 1,000- i-- Bxpinlron
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi 1 de Product Cbabel
j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. tit 11
FIGURES: �� 1(LYNhr i�r
I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750'
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.Fe I F I tT,•'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Flo.58705 'Tf
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHAH CONFORM TO ACI 301 SPEC 1FICATIONS.HOLLOW AND GROUT-FILLED '•�.
FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED 375' ((,(//8p / .•�
YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHAH BE�83•TS AND BEA MINIMUM OF.125" _ !TC��
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'
SHA THICK N GAUGE).STRUCTURAL STEEL TO BE AT (`� S i- F �
• i LEAST.125"THICK AND ASO.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.76'X.376•MULLION %�`�, ,"t ORION.•'•
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. �-.•'p• .L\`.
1{!41�afq) I,HR,P.E.
FL F' 58705
TABLE 1A
MulllonCapacity Table Obsel
CIE
opening YVtdlh(for kerli elbVsparrirgmu@ons)orOpentngHeight(torharizorta spam 7gffpAom) le}�
501. 601n 701n SO In 901n 100 in 120 in 1401n 1001. dS O
Ractangutar Ttep"mg. Rectaider TrePniten9. Reetngder TreplTdsng. Reaingoiu TreplMeng, Radangular hGAFTdetlg. Rectngular 7iapltdang. drp Reclangul Tmplydene• Recta.gurar. Tewreang. Rectangular 'Rewmarei I RB
1 X2X.'126 Lad-9 Loafing laedn9 ading LLadna LaLeading Loading LeaLoading Leading Lcedng Loading Lading Loaft" Ladng Lowing Ladf.g .Lacing ¢
Alum
Tube L L B L & k
Mnlllang 1188$g it sg a g a $$ yygg a Is
$$m
42 to 1119 408 t29,5 332 93.2 408 115.6 325 789 44S 107.8 321 64.8 405 104.4 319 82.1 408 t04.0 318 65.8 406 104.9 514 48.8 406 t04.0 319 39.8 406 1049 319 35.0 404 104.0 319 J �
401n 74.9 312 888 258 62A 312 73A 252 53.5 012 67.0 248 411.8 312 632 240 41.8 312 61.3 2M 37.6 312 61.0 244 312 312 61.0 244 26,8 312 81.0 244 23A 312 81.0 244 J
50.8251. 63.0 281 70.6 234 532 201 81,5 228 45.6 tat 65.7 224 39.0 gal 62.1 r."2 35,6 281 50,1 220 31.8 281 49.3 2t6 25.6 281 49.3 219 22.11 281 49.3 219 280 261 49.3 218 a$
641A 62.6 247 57.5 207 43.9 241 49.8 202 37.8 247 44.8 199 32.0 247 41.5 188 29.2 247 39.1 184 26,3 247 3&4 183 21.9 247 36.1 103 tab 247 36.1 183 184 247 30.1 103 m 0 a
601. 38.4 200 412 170 32.0 200 35.4 180 27.4 200 31.5 103 24.0 200 25.0 160 21.3 200 21.1 159 16.2 200 25.9 157 16.0 200 26,0 150
p
63 In 33.1 161 35.3 155 27,8 161 30.3 152 23.7 1B1 28.9 149 20,7 1111 24,5 He 18.4 181 22.8 144 fee lei 21.7 U3
680r 28.5 165 30.6 142 24.0 165 20.1 139 20.6 165 23.1 138 Me JOS 21.0 134 - Z co
72 M 232 139 23.3 120 talo 139 199 116 15.8 139 17.6 11B ,� LU W
78O Me 125 10.7 fog 16,7 125 16.8 107 j ra Z
761n 17.5 lie 18.2 104 Q „Jj
H � Q c-.1
TABLE 113 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
AnchorCa act Tobt6 bM �• o
ANCHOR CAP., ,,,, c"
6ubalmlo: 2.7k Comreta 3.5k GUll4. HoI wCMU Filed CMU PT Wood Metal (DP„,$)X( )eANCHOR CAP.,,, r
MULLION CAP.,,a,,,,,
AndwType 3/to•Eke WOW. 114"Eire Ultwon 5IIr Eke y16•ERa Lnuaen U4+Eko In- tt4"SSECo 5119•Eico 1N•SSEko MISSION )12Sleet 012 Steel Lu N � `1
Anchor Clip PeHeme Moe" VIunman AggmOator Cow(05)Bow(G57 screw(e5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Of
Edge Olets.a(0): i" 21r 1° Fii; 3--m r 2-Vr I- I 2-err r I mer r 0.40• ow 0.321• CAPACITY REQUIRED•CORRESPONDING TO AN 1= X }�
Embedment 1-3I4' 1.14• taro• 1.914• r f-14• 1.114• 1-14• 1 141P 1414• 1.114• r fair tare edea ACTUAL PRESSURE REQUIREMENT FOR THEd r 2 y Q
2Anoturs 04.75'Mn.O.C.7Standmdat05ael C9P(FI9.ik 390818 390 fee Were See toe 1844W 270 ms 28OWs 3549ra "o In 374CO 604lba 04R; 7S; 142Im 560ta OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchom®1.15•M61.O.C./Standard(or O11se0 Clip(Fla.$ qBO lbs TOO lbs WA wa WA NIA 36910e wA wA WA WA NIA 662 roe 865 Me 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED Oa, �
N.
4ANhm 0 W MO.C.1(2)2 M4.Clips I pic.3S 780 Ws 750 We 680 fiu ISO The 1896 to$ $40 lbs NO lbs WA T64fa 7461ba 890Iba 1692Iba 862 W. 8851Gt 1520Iba MULLION,IT WILL YIELD A MINIMUM ANCHOR
2 Anchae 0 0AW Mn.O.C.I U43Ip,1.10.125•Alum.(Fla,4} WA NIA IDA WA LVA WA WA NIA MIA WA WA WA WA NIA 715 ms CAPACITY WHICH MAY BE USED TO QUALIFY
1 Analmrl FCIn;p`i-5k 196 lbs 195 ma 225ms d451a a2z 0n /3s ma 140 Me 17rlbs 3701be 187]be 332 1b. 473 roe 170Iba 2211x1 zeoibs ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchom 1.15•MN.O.eJ Ftl4lFW.e): 2401bs 3501ba WA WA WA WA 18011 WA WA WA WA' WA 347 M Mx F- 660101 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT RBVtSBD
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. a 'int With Iha Fluff° O�Idm,'Cock )Atmim NaC5
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. B , D- "• )
FIGURE 3!
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, By
I HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTR)CTiONS SHOWN ON SHEETS 21-23. g,Opp"
Miami almdud
f • • + • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
f ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETESHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (-•125° ���� (\-`(t3N Afjj��f'�,,
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1g• ti`f�'`� CENSE•'• 'Q
FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.125°
• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2•X.t25"MULLION {;: 00-58705
HE MATERIAL.CREW THREADS BEYOND
#10 ANCHORS INTO WOOD MAY BES EEL,8.8 SS.OR 4410 S.S.
ik0 LU
S.
fi�•.,FLOW,. `��?,�.
A"&101, �4 BR��.E.
FL P.E.#58705
DETAIL E:
DETAIL C: .1 .126 MIN MULLION TO MULLION
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
MASONRY STRUCTURE MULLION (U-CUP)
(STANDARD CLIP SHOWN) 1)MAYBE INSTALLED IN"TEE*.OR'CROSS"
F INTERSECTIONS.
VARIES 2)MAY BE INSTALLED HORIZONTALLY
I I TYP.ANCHOR (SHOWN)OR VERTICALLY.
PER SUBSTRATE.
SEETABLESIB-130 L 3)SEE U-CLIP DRAWINGS,SHEETS 21.23
OF
I E.T ly,t It
1 ggg TOP VIEW FOR CORRESPONDING MULLION. w
EDGE DISTANCE -MULLION z U)
FORE
INSTALLED
I ANCHORS VARIER
412 STEEL SCREWS,
4 SEI.r�DRILUNG OR PREDRILL
MULLION AND USE SMS LLI
m ca
EXTERIOR4 MULLION
_j
Or_ 0
EDGE DISTANCE THE OFFSET CLIP is
I
FOR MASONRY RECOMMENCED
RECOMMENDEDFOR
FIN-FRAAIEO
ANCHORS W .0 ZINTERSECTtON 5
WINDOWS,BUT MAY
L. BE
USED U-CUP > z
DALSOBEUSEDFOR 0
OTHER
FRAME
'Ypr
OTHER FRAME TYPES. EXTERIOR V)
TYP.ANCHOR z
PER SUBSTRATE. 4 <
/ SEE TABLES 113-138 z
TYP.ANCHOR SEE SHEETS 21-23 FOR
PER SUBSTRATE, HOLE LOCATIONS
Fffw.!�Tp SEE TABLES 18-138
ATTACHMENT ND
FRONTVIEW EDGE w
8YOTHERS, DISTANCE 0)
3 EE TABLES
EDGE
DISTANCE TABLES
MIN 2,7 KSI CONCRETE OR CMU MIN2.7KSICONCRETEORCMU SEE 13-135 SIDE VIEW
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CUP SHOWN)
INSTALLATION NOTES: /—STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
'/ PER SUBSTRATE.
SEE TABLES 10-130
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION A,
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHEETS PRODUCT REVISED
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 21-23 FOR .9—uplying with the Florida
-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS HaIlding Cede
FOLLOWING SHEETS.FOR DETAILS A HOLE
Acee Expir;alf nmtwt
BY
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET&
wv
Dade ft
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION
y
h
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MLAMI-DADE COUNTY APPROVED EDGE 1
ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRYANCHORS. ISTANCE LYNN A
FOR STEEL STUDS THINNER I RAN Er TABLES ...........flzefi
16GA
FRONT VIEW , AND COMPLIANT WITH THE FL BUILDING IB-135 \CCNSe
CODE,A 2X WOOD BACKER MUST USED. v
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS5T/os
SIDE VIEW
NOTES:
LEI
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 441
ANCHOR VALUES MAY BE USED. Sl C of:
rLOR%O
2)SEE CORRESPONDING MULLION TABLES, '?3/
SHEETS 5-20,FOR QUANTITY OF SCREWS. Xt Y Nq, Ipk CE P.E.
FL P.E.#58705
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE ® a
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE p �
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES................_.........I w
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INsritucTloNS...............................1
ELEVATIONS..................._..............1 '
FIGURE I: MULLT02XWOOD..................2 00.4 w
MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHESTO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS = O
�^'� —.{1 HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO TI 6 MASONRY_..._......2 0
MULLIONS / —� SEE DETAILS INSCRIBED INSIDE INSTALLATION NO7E5.._._..__._...210
RECTANGULAR NOT HAVE A GAP OF MORE THAN 1f4'FROM THE CLIP. MULL To MASONRY..................3 N
A4),G,H; SHAPE MULL TO STEEL STUD..................3
_ SHEETS 2.3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...................._..........3 m
DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1f3 STRESS INCREASE WAS NOT USED ANCHOR SPETATE CLIPS
....................3 Z
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTFANArATE cLIPs.....................4 O F
/ BAY MULL INSTALLATION.._.__.....4 lL
1 X2 X.125 MULL SPECS_...........5 --1
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.375 MULL SPECS..........._,8 _
INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS...._.._7 m It a (n
/ \\ 1%2.75 X.65 MULLSPECS............8 Z ��°
SEER DETAILS
G; Y 1 1 I 11 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND X 4.125 X 7X.MULL SPECS SPECS500 MULL ._._...9 00 F M OF
/ I I 1 - / 1 SEEDE A LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER (A
_ _ __ ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1%4 X.37b TUBE MULL SPECS...,it Q
SHEETS 2.3 SHEETS 2.3 1 X 4 X.375 T MULL SPECS........11
1\ T- I11 I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1s5X3.188X-265MULL SPECS...12 �
\ II / I11 / II / OPENING 1.25 X 3.25X.100 MULL SPECS_._13 Z W1 �•
MULL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125%3.25X.624 MULL SPECS.....14
VERT, HEIGHT
FOR 1.25X 3.94X.824 MULL SPECS,....15 �
Om
LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS................18 Z Z
SEE OETAR E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J Q
2 X 6 X.25 MULL SPECS_........_._.17
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q (A '-
SHEETS AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'%2.11 X Y M MULLSPECS....18
30°%3.25 BAY MULL SPECS........19 I,_
IW-• ¢ N O
REACTIONS. 45'X 3.25 BAY MULL SPECS..__...20 Q O Z
MULLION&CLIP DIMENSIONS...._21.23 I--• Z m O
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACOWAGGRE-GATOR NOA'S EXAMPLES 1&2.._..........................24
PRODUCTS MAY LOADING EXAMPLES.................._..25 (1)
MENTS OF THE FLORIDA BUILDING Z N N
BE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8,TESTED TO COMPLY WITH THE REQUIRE
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH
MANUFACTURED
/ 111 avPGr. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U � Q .O
-lil- Q.. Z.cn In
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. y81
SEE DETAILS 11 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITID PROVIDED THAT THE SPAN AND OPENING 8 Aio� .
nowzoLTAL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
MULL
LENGTH HORIZONTAL
MULL INSTRUCTIONS:
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD.
t--Haut.MULL LENGTH--y 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
MULL t--OPENING WIDTH--I
-'1 LENGTH I— I 1 y 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TRIANOULAR/TRAPEZOIDAL'.
/ PRODUCT REVISED
d
OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 18A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING complying w(16IAe Fluidf
HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Ba)Id'mg Cado
OPENING MULL y HFA, p VERT. MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN AcaeptW.No I �tia.
HEIGHT LENGTH P MULL y MULL STEP 1). E irati Data
L I LENGTH
L EN 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
Miami o PICcle t
OPENING�.-R
DTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\N� LYNN
SINOLEMULLION SINGLE MULLION �FORVERTIMULL - ••
PENING WIDTH ANCHOR/SUBSTRATEJANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT REQUIRED ANCHOR ;�\.�t�-.•'\C[NS
VFATICALMULL CAPACITY IS MET.
MULTIPLE MULLIONS
SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBSIM)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE = i`:• No.60705
FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS = /� �rz VALUE A LOWER A
NCHOR CAPACITY OPTION MAY BESELECTED FOR THE SAME SUBSTRATE "STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION �•2014 FLORIDA BUILDING CODE(FBI 5TH EDITION
•ANSIfAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIPi')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION T�'•.•p(DRlpP, •'G\�`
PRODUCT ASSEMBLY.
•ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. /�/S`�,� \ ��,`�`
•AISIS100.071S2-2010
A.CFL P I 8705 .
FL P.�#58705
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA-No.10-0819.OS)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. .FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted'under NOA No. 10-0819.OS)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manuel a ez,P.E.
Product Cont of aminer
NOA No. 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
1 .1.378' 3.500" 3.500' 3.500' 3.500'
—�-� .062° —��•�— .062" — .062" �� .062'
355"
5 .060'
OANCHOR COVER I 1.483' 1.483° 1.483' 1.483°
884' r301"
PEP=
� .625' .625"
T 1.375' O J-CHANNEL FRAME � 2O FLANGE FRAME 717G
INTEGRAL FIN FRAME 4O EQUAL LEGIBOX FRAME
O 7l8 TI
ALUMINUM
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA
884° STRUCTURAL BUTYLENE
71.
� .175' SILICONE 5116"NOM. SEAL 5116"NOM.
– STRUCTURAL 3116'NOM.POLYISOBUTYLEN 1/4"NOM. FOAM BUM& SILICONE SEAL
WITH DESICCANT ROLL-FORMED
WITH DESICCANT DESICCANT STAINLESS STEELFOAM EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
INT.GLASS INT.GLASS INT.GLASS INT.GLASS
MITERED
CORNERS WITH KODISPACE SUPER DURASEALO XL EDGET11
INTERIORAND 80 81iM
EXTERIOR 4SG TPS SPACER NXT SPACER SPACER
WELDS
TABLE 14:
# Part# Description Material
1 620117 J-channel Frame PVC
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC PRODUCT REVISED
as complying with oto Florida
5 5 620133 Anchor Cover PVC Building Code
FRAME 6 720136 7/8"Glazing Bead PVC .12
Ayi,1QD110'21�O�� Qp
ASSEMBLY DETAILS 7 7 720135 1"Glazing Bead PVC 74 Backbedding,GE 7700 or Dow 791 Siliconea"p.aacl
78 1 71646N ISetting Block(7/8"x 1"x 1/8"),85+/-5 dura. EPDM
1
EXTERIOR �
aNY....
<�'.. .
N
Qa•, �ESF •``� ��
NOTES: * No.50%
1)SOME PARTS NOT SHOWN FOR = VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14
Part# Description Material CLARITY. LC
2)J-CHANNEL FRAME SHOWN,PART "BOM&ASSEMBLY om J ROSOWSKI =�0 ST
80 Kommeding 4SG TPS Spacer System #1.OTHER FRAME TYPES APPLY. o o T •. F O <[/\
See this 3)ITEMS#8-73,75-77&79 ARE NOT •'•.<ORIDP•.•'G�2`
81 Quanex Super Spacer nXi with Hot Melt Butyl Sheet for USED AND ARE NOT PART OF THIS JR-05/05/16-ADDED SPACERS %�S '•.• E v
82 Quanex Duraseal Spacer APPROVAL. CERT.OF AUTH,#28296 �!NAL 11 N.
Materials 4)ROYAL PVC TO BE LABELED FOR 1070 TECHNOLOGY DRIVE a
83 Cardinal XL Edge Spacer HAMA EXTRUDER CODE. N.VENICE,FL 342750 " v
2 o A.LYNN MILLER,P.E.
REFERENCE TEST REPORTS:FTL 717,8968&8970
(941)-480-1600 N PW-5520 ,� NTS � 11 OF 11 oz MD-5520.0 Wiz° A p.E.a567o5
e
TABLE 10:
Window Design Pressure,(+l-psi Use r rade
far Glass 14
3/16"A Cap-Airspace-7/16"A/A with SG Type:
Window Lang Side(In) -r-
Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 TABLE DIMENSIONS MAYBE 1
ORIENTED VERTICALLY OR
32 +80/-110 +801-110 +801-110 +801-110 +80/410 +80/410 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 HORIZONTALLY AS SHOWN.
34 +80/410 +801-110 +80/-110 +80/-110 +80/410 +80/-110 +80/-110 +801-110 +801-110 +80%109.4 +80%108.3 +801.107.6 LONG PRODUCT REVISED
36 +80/-110 +801-110 +80/410 +801-110 +801-109.6 +801-108.6 +801-106.8 +80/-106.5 +80/-105.5 +80%104.7 +80%103.6 +80%102.9 SIDE �ccomplyingwith the Florid.
36 +80%109.7 +80%108.9 +80/-107.8 +80%106.8 +80%105.5 +801-104.6 +80%102.7 +80/-102.4 +601-101.4 +80/-100.5 +80/-99.4 +801-98.7 �- LONG SIDE / BuildiA-png w
40 +801.106,3 +BO%105,5 +80/-104.4 +801-103.3 +80%101.9 +80/-101 +801-99.1 +801-98.7 +801-97.7 +80/'96.8 +80/-95.7 +80/-95 T- �Lhp"i.t�im Daw42 +80%103.3 +80%102.6 +801-101.3 +80/-100.2 +80/-98.8 +80/•97.9 +801-95.8 +80/-95.5 +801-94.5 +80/-93.5 +80/•92.4 +80/-90.7 SHORT SIDE eptodmt
44 t80/-100.7 +80/-99.8 +80/-98.6 +80/-97.6 +80/-96 +801-95 +BOF82.9 +80/-926 +801-91.6 +80/-�.4 +80/-87.1 +80/-84.7 + _I SHORT
46 +801-98.4 +801-97.5 +801-96.2 +811/-95 +80/-93.4 +801.92.5 +801-90.3 +80/-89.9 +80f-88.1 +801-85.5 +80/43.1 +801-81.6 L -'I SIDE
48 +80/-96.3 +801-95.4 +601-94.1 +B01-929 +801-91.2 +BO/-90.2 +80198 +80/-87.6 +801-84.6 +80/-82.6 +80/-80.2 +!-7&6 '
c p
v 50 +50/-94,6 +801-93.6 +801-922 +801-90,9 +801-89.2 +801-88.2 +80/•85.4 +80/-84.5 +80/-82.4 +80/-80.2 +/-77.6 T ry
co 52 +80/-93 +BD/-92 +80/•90.5 +80199.2 +801.87.4 +80/96.4 +80/-83.3 +80/-825 +80/-80.2 +/-78 ��- LONG SIDE
p
to 64 +801-91.7 +80/-90.6 +80/-89.1 +801-87.7 +80/95.6 +601-84.7 +80/91.3 +SD/-80.4 +/-78.1
56 +801-90.5 +80/99.4 +80/97.8 +80196.4 +80/94.4 +801-83.2 +/-79.3 +1-78.5 SHORT // LONG
57 +80/-90 +80/•88.8 +80/97.2 +BO/-B5.8 +80/93.4 +60/-82 +/-78.4 SIDE Y SIDE
�1 Q
60 +80197.2 +80196 +801-84 +80/925 +80/90.1 +/-7&6 1 j CO .7aa
62 +80!94.6 +80193.6 +80192.1 +80/90.4 +/•78
MAX.O.C.SPAONG IF ANCHORING MAX,O.C.SPAONG IFANCHORING �i
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET O Ot � O
64 +80192.9 +80192 +80190.1 +/-78.4 APPLIES TO 6,C OR D ANCHORS >-N aloo U N
66 +80/91.1 +80/90.1 +/-78.3 N D= 04
(SEE TABLE 2) NOTAPPLICABLE GLASS TYPES I4 THROUGH SHORT I _ 0 c) -� to
66 +/-79.3 +1-78.4 13.2' '17 MAY NOT BE USED WITH SIDE tom' Q LL N J CCD
D Tg O
69.649 +1-77.7 J-CHANNEL OR INTEGRAL Z tO W c0
FIN FRAMES. =W r
TABLE 11: U U X S2 o
Window Design Pressure,(+/-pal) Weft 15 o W In Y ay ONO
for pass
3/16"T Cap-Airspace-7/16"A/A with SG Type: o o o
Window Long Side(in) Z o Z �- a0 W tL
Dimensions 77.78 79 81 B3 86 87 91 94 96 99 104 107 111 Z 0
Al1AWABLE MAX.O.C.SPACING IF O
36 +80%110 +801-110 +80/-110 +801-110 +80%110 +80!•110 +BOf-110 +80%110 +801-110 +80(-110 +801-110 +891-110 +B0/-110 � F
ANCHORGROUPS ANCHORING THROUGH fO O Lu 7aays
40 +80%110 +801-110 +801.110 +80-110 +80%110 +80/•109.9 +80/-108.5 +801-107.5 +801-10&8 +801-106.1 +801-104.8 +801-104.1 +BO-103.3 p p
PERSHEt72 THE FRAME PER SHEETS Z 7) �
42 +801-110 +80-109.8 +801-108.8 +BQI.107.9 +801-106.7 +80!•106.3 +801-104.8 +801-103.8 +80/-1032 +801-100.8 +80197.7 +80/•96.4 +80/-94.87)
19.T' co Z
44 +801.107.3 +601-1DS.7 +80/-105.7 +801.104.7 +60/403.4 +80/-103 +80/•101.4 +801.98.6 +80196.7 +80/-94.1 +801-91.4 +80%90.3 +80/•89.2 W
48 +80/•102 +BO'-101.3 +BO/-100.3 +80/99.2 +801-97.3 +801-96.2 +80f-925 +BO/-90.4 +80/-89.2 +801-87.3 +801-84.4 +80/927 +80190.5 a X W
50 +80/-99.8 +80/99.1 +80.98 +811/-98.9 +80!93,9 +801.93.1 +8099.9 +80187.7 +80!88.2 +80184.3 +e0/-Bt1 +/79.3 +/-77 O Li Z
N
51 +801.98.6 +801-9B +801-96.9 +811/95.8 +80/92.8 +B0/-92 I +811.88.7 +801.86.4 +80/95 +801928 +/-79.6 +/-77.7 +/-75.3 Z
64 +601-96.1 +801-95.3 +801-94 +8D1-92.1 +601-69.4 +601-88.5 +80195.1 +801927 '+801$1.1 +/-78.9 +/-75.3 +173.2 +/-70.6 Q
58 +80194 +80193.2 +801-91.6 +80190.1 +801.87.2 +801-86.3 +801928 +80190.2 +/•78.6 +/-76.3 +/-725 +/-70.5 ep1 •°saO saueS
v 58 +BD/-91.4 +8W-9D.6 +80199 +80197.5 +801435.1 +501-84.2 +80190.6 +/-78 +!•76.3 +/-73.8 +/-70.2
U)
t 61 +80/97.8 +801-97 +80195.3 +801.83.6 +80181.2 +601-80.5 +/-77.3 +1.74.6 +/•728 +/-70.4
t 63 +80195.5 +80194.6 +BO1-828 +80191.1 +/-78.8 +/-78 +/-74.8 +1-723 +/-70.6 NOTES:
U) 1)BUCK DIMENSIONS SHOWN.
64 1 +80/-84.4 +80/83.6 +801-81.7 +190 +/-77.5 +/-78.6 473,6 +/-71.2
66 +801-822 +80/81.2 +1-79.4 +1-77.6 +1-75 +/-74.2 471 1 1 1 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
68 +/9D +/•79.1 +/-77.2 +/-75.4 +/-727 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION.
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING
70 +/-78 +/-77.1 +/-75 +/-73.2 +/-70.5 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN
72 +/•75 +/-75 473 +/-71.1 APPUESTOB,CORDANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
74 +/•74.1 +/-73 +/-71 (SEE TABLE 2) NOTAPPUCABIE WINDOW WILL COMPLETELY FIT WITHIN.
76 +/-722 +/-71.1 1 13.2"
77.76 +1-70.5
A.LYNN MILLER,P.E.
P.E.#58705
i
TABLE 6:
Window Design Pressure,(+/-psf) Use this table
3/16"A Ca -Airspace-5/15'AIA with PVB to aria 9&10
3/16"T Ca Types:-Alts ace-5/16"A/A with PVB TABLE DIMENSIONS MAYBE
Window Long Side(in) ORIENTED VERTICALLY OR
Dimensions 60.926 134 66 1 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN.
32 +150 +/-50 +1-60 +/-50 +/-50 +1-50 +150 +1-50 +/-50 +1-50 +/-50 +/50 +/50 LONG PRODUCT REVISED
SIDE as cemplldng with The Flortda
34 +/50 +150 +1-60 +/-60 +/-60 +/-50 +1.50 +/-50 +1-50 +/•50 +/-50 +/-50 +/50 �— LONG SIDE Building Code
Accep[eoca No
38 +/S0 +1-50 +1.50 +/-50 +/-50 +/-50 +1_60 +/-50 +/-50 +1.50 +/-50 +1-5 -T
0 +/-60 — EXp�m Dar, t�
38 +/50 +/50 450 +/-60 +/-50 +1.50 +/50 460 +1-50 +/50 450 +/a 1
SHORT
40 +1.60 +1-50 450 +1-50 450 +1.50 +1.60 +/-50 +/-50 +/-50 +/-50 BY
SIDE �� Mi .�i a Prodrti
42 +150 +/-50 1 +/-50 +/SO +/-50 +/-60 +/-50 +/-50 +1.50 +/-50 SHORT
`E 44 +150 +/50 I +/-5D +150 +/-50 450 +150 +/-50 +1.50 — SIDE c
U5 46 +/50 +/-50 +/-60 +/so +/-50 +/-50 +150 +1-50
48 +150 +1-50 +/-60 +1_60 +/-60 +1•50 +1-60to
>
r+— LONG SIDE —y a
50 +/50 450 +/-50 +/50 +/•50 +/-50
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING
62 +/50 +150 +/-60 +/50 +1.60 >
54 THROUGH THE FRAME PFRSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SHORT LONG
+/50 +150 +/-SD +/50
APPUESTOA,B,CORDANCHORS APPLIES TO E OR F ANCHORS SIDE �/ SIDE Q
56 +/50 +150 +/50 (SEE TABLE 2) (SEETABLE3) LU s Y
68 +150 +15015
3.5"FOR EANCHORS,4!"FOR F ANCHORS Of
60.928 +/50 0 °5U)Uj
N N u7e0 0 N
_ SHORT — 0� �
"1 SIDE IT O J ca J C, 2H O
TABLE 7: Z LL to LL m uma0 �
Window Design Pressure,(+1-psi
Use or l 11 v 0 X
1/6"T Cap-Airspace-7/16"A/A with PVB Type: F-W 00 LU 0 1 cmd 0 00 M0
Window Long Side Qn) - o> O O v 2 m
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z d Z m Z J
32 +/-70 +1-70 +/-70 +/-70 +17 70 0 +1-70 +1-70 +/-70 +/- +/-70 +1-70 +1-70 +1.70 0
34 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +r-70 +/-70 +1-70 +/-70 +1.70 n
36 +170 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/•70 +/-70 +1-70 +/-70 +/•70 0 ~
0 W i..45
38 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 ® Z_
40 +/-70 +/-70 +/-70 +/•70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 =
co
42 +/-70 +/-70 +/•70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1.70 CO 5
5 CK along
O W
44 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +/-70 +1.70 +/-70 Q W
a X a p
O
v LL Z N
ra 46 +/70 +/70 +/-70 +/•70 +170 +170 +WD +/70 W }
48 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 D Z W a
N 50 +/-70 +/-70 +/•70 +/-70 +1-70 +1.70 >
52 +Tao +/-70 +/70 +lao +1a0
MAX O.LSPAONGIFANCHORING MAX.O.C.SPACING IF ANCHORING apII —a seuaS
64 +/-70 +/-70 +/-70 +/-70 THROUGHTHE FRAMEPERSHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4
APPUESTDB,CORDANCHORS APPUESTOFANCHOXS
56 +/-70 +/-70 +/-70 (SEE TABLE 2) (SEE TABLE 3)
NOTES:
68 +170 +/-70
]5.5" 4" 1)BUCK DIMENSIONS SHOWN.
60.926 +/-70L ,
2)FOR SIZES NOT SHOWN,ROUND UP TO THE "
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3 FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
I FIND THE SMALLEST SQUARE WINDOW SIZE IN ..,..
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
_ A.LYNN MILLER,P.E.
P.E.#58705
SII a
-+{ 7/8'NO7/8"NOM. --►{ 7/8'NOM. -+{ 718'N M.
5/16"A/A PVB I 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB
7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUCT REVISED
1/8"A_GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS--\
—plying With me Floddo
IIuilding Code
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR ilecept—No `Lq
E..pimticn Date
y
80-83 80.83 80.83 803
Mi n adc Product n
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10
N
C
M
1"NOM. Imo-- 1'N M. 1'NOM. 1"NOM.
I Y Ba.
W � O
a
7/16"A/A PVB 7/16"A/A PVB 7116"A/A PVB 7/16"A/A SG Q rn O o
7/16"AIR SPACE 3/8"AIRSPACE 3/8"AIR SPACE 3/8"AIR SPACE } v aloe U o
O
1/8"T GLASS 3/16"A GLASS % 3/16"T GLASS 3/16"A GLASS p M U3
aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR t z LL tN � roup
U L) X N o
80..83 80.83 80-83 80-83 H Z OOD O � 0c6 9ma
CD W
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 o z a Oz
LL
z O
m O 1aa45
O w O V7
�-+- 1'NOM. 1'NOM. 1'N M. Z ~3: z
I I Q F
W a
7116"A/A SG 7/16"H/H SG 7/16"H/H SG — EXTERIOR D W z
3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 1n'NOM.GLASS z
3116"T GLASS 1/8"T GLASS--\ 3/16"T GLASS 80.83 BITE TYP. j a
aEXTERIOR a EXTERIOR a EXTERIOR a/Tl wrap saue5
7 O 74
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78
a
0 0
GLAZING NOTES: "
GLASS TYPES 14 THROUGH
F3 ' AYNOT BE E
'H'= ATTENGTHENED J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL
'T"=TEMPERED FIN FRAMES
'SG'=.090"SENTRYGLAS A.LYNN MILLER,P.E.
P.E.#59705
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO.CONCRETE/CMU. SUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET.
EMBEDMENT
ANCHORED THROUGH EDGE DISTANCE I 1/4"MAX.FRAME INTO 2X WOOD L 1/4°MAX•
SHIM SHIM
FRAME OR BUCKSTRIP. 2 4
SEE NOTE 2,THIS SHEET. EDGE C EDGE
CC7
FLANGE EMBEDMENT DISTANCE u 5 Q •. DISTANCE
FRAME
SHOWN � N •<
o 114°MAX I^�
P.ANCHOR TYPE, 1'THICK I.G. 9 TYP.ANCHOR TYPE,
2 SHIM EMBEDMENT AND EDGE �Q EMBEDMENT AND
DISTANCE PER EDGE DISTANCE PER
NP.ANCHOR TYPE, SUBSTRATE, SUBSTRATE,SEE
EMBEDMENT AND SEE TABLE 2,SHEET 2. .• TABLE 2,SHEET 2.
6Uau EDGE DISTANCE PER
SUBSTRATE,SEE Q
a Q 5 TABLE 2,SHEET 2. OD� 716°THICK I.G, o�❑
FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7
FRAME EQUAL-
NOTES: SHOWN
LEG
7/6'THICK I.G. BUCK WIDTH FRAME
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW.
DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 3,SHEET 2.
VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 714° •
BUCK 1-tl2'THICK ARE TO BE CONSIDERED 1X
HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL --.-{ 1/4°MAX.SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD
BUCKS DEPICTED AS 2X ARE 1-1P2•THICK ORSM&' T,G�'E
G5),SEE
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE SHEET 2. U
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE lox
ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM1'THICK I.G. BEADING TO BEADING. FLANGEEQUAL PRODUCT REVISED
FRAMELEOBOX as comPlyivg with Cr FlcriCaSHOWNFRAME BuilCiugGde 1G-O
TYP.ANCHOR TYPE, SHOWNAPN°EXTERIOR (� EMBEDMENTAND OEXTERIOR ❑ Ezq'AI7!atiiFb -c✓%u
I EDGE DISTANCE PER f-L
LLLJJJ V �� .
SUBSTRATE,SEE 1Qi ^f Sada Produc G
4 INSTALLATION INSTALLATION
TABLE 2,SHEET 2.
EQUAL- OPTION 4 OPTION 4
LEGBOX ANCHORED THROUGH ANCHOREDTHROUGH
FRAME 114"MAX.SHIM FRAME INTO METAL FRAME INTO METAL .":i {.:;•.'•`,
SHOWN
0
VINYL FIXED WINDOW NOA(LM&SM) 2 9/9/14
EMBEDMENT
VISIBLE LIGHT FORMULASPIT o FLANGE&EQUAL-LEG/BOX FRAMES omr J ROSOWSKI (i(• 61(�.
INSTALLATION °
WIDTH:BUCK WIDTH-4-3116•
OPTION HEIGHT:SUCH HEIGHT-43/16 CERTOF AUTH.#26298 T.••`':._
ANCHORED THROUGH EDGE DISTANCE . n
FRAME DIRECTLY INTO - 1070 TECHNOLOGY DRIVE _
CONCRETE/CMU. VERTICAL SECTION B-B N.VENICE,FL 34275 - • '
(941)480-1600 y PW-5520 ti NTS 3 OF 11 z MD-5520.0 -'z A A•LYNN SMILL
OS P.E.
GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING
IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE
IMPACT RESISTANT TABLES 4-13,SHEETS 6-10
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 413
HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 49
(SHORT OR LONG SIDE)
2 SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX.O.C.SEE 1.25'MAX.
B,SEE TABLES 4.13 r 6"MAX. D,SEE _ MAX,O.C.SEE TABLES 4-9
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET 3 SHEET 4 I I PRODUCT Rwith"
LITE(CAP)MUST TEMPERED. as complying With deoFlafdFle
7}' BdlJing Cock '
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE I Ace°I'6m. ICY
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR VISIBLE I VISIBLE Expieation Date
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND LIGHT WIDTH MAX.BUCK LIGHTWIDTH
CONCRETE WITH MIN.KSI PER ANCHOR TYPE. HEIGHT,SEE
TABLES By
4)ALL WOOD BUCKS LESS THAN I-1/2'THICK ARE TO BE CONSIDERED IX I— (LONG OR -
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO ' I / ty SHORT SIDE) / tlJR-05/05116-ADDED SPACERS
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X VISIBLE 1 VISIBLE SHEET 11.
BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A LIGHTA,SEE C LIGHT C,SEESTRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT SHEET3 HEIGHT SHEET4
ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).5)ANCHOR EMSEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I MAX.BUCK
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. yHEIGHT,SEE
1 TABLES R
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX.O.C.
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES I MAX.O.C. I SHORT SIDE) W �' co
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 SEE � rn
6)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLES 11O er o
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED I 4-9. }r a1°0 O N
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST B J 6"MAX, —► �— D'�-- •1.25"MAX —►��-- O a
LOADS IMPOSED ON THEM BY THE WINDOW. JJ M o
7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z IL � m uM°,a
FRAME(90"CORNERS) x LL90•CORNERS
FRAME F ( )
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLETEST PRESSURE,FRAME FLANGEU U X U) . g
ANALYSIs AND cuss PER ASTM E13oD. (ANCHORED THROUGH NAIL FIN) 125"MAX IZ O m .°"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE W— v
m O •) Omo
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 6"MAX. �+-- ro Z d Z g O T
S)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE Q li
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% 6" �• Z LU O
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 D.C. W
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX.O.C. MAX.O.C.BEE�• SEE
-U
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE413 LES TABLES 49 TABLES ® N n5 7aa4g
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 49 Z W
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER _ MAX.D.C. T Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / VISIBLE r Q W Z along
JURISDICTION. VISIBLE 413
LIGHT LIGHT a X -U
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NON ELCO CRETEFLEX HEIGHT HEIGHT J Lu Lu mm
NOA;ELCO AGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& / MAX.BUCK w }
BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NON' ;NATIONAL DESIGN / MAX.BUCK HEIGHT,SEE U Z W
SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN HEIGHT,SEE / TABLES 4-9
MANUAL TABLES 49 (LONG OR apt °sao sauag
VISIBLE (LONG OR VISIBLE SHORT SIDE)
11)•PVB'=.090"BUTACITE®PVB BY KURARAYAMERICA,INC. 1 LIGHTWIDTH SHORT SIDE) LIGHTWIDTH
'SG"_.090'SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. ! 1_ `���ptS..L....
6'MAX \Q��.' 1.IiCENSF ����i:
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS - I
ELEVATIONS.................................1 WIDTH:BUCK WIDTH-43/16" 6'MAX, 125" I* MAX.O.C.SEE TABLES 49 �— 1.25'MAX. =1k; No,58705 =_
FRAME,GLASS&ANCHOR MAX.O.C.
HEIGHT:BUCK HEIGHT-43116' MAX. �If �
*—
OPTIONS.............................2 SEE TABLES 4-13 —
INSTALLATION,FLANGE& MAX.BUCK WIDTH SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 49 A •
EQUAL LEG..........................3 STANDARDS USED: L (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) 0 INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP EQUAL-LEG/BOX& NP.INTEGRAL FIN& %� '•• F �:�
J-CHANNEL..........................4 :ASTM E1300-09 J-CHANNEL FRAME(CURVED OR TAN -.5 -ANSI/AF&PA NDS-2012 FOR WOOD •RIDP,,••'��`�
DESIGN PRESSING URES..............LS ....6-10 -ALUMINUM DESIGN MANUAL,ADM-2010 STRUCTION FORNANGL D CORNERS)GE FRAME D ANGLED CORNERS)
BOM&ASSEMBLY.......................11 •AISI-S10o-07/S2-2010 (ANCHORED THROUGH NAIL FIN)
A.LYNN MILLER,P.E.
P.E.#58705
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 14-0930.25)
2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by
manufacturer, signed and sealed by Anthony 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 a PVC sliding glass door,
a PVC fined window and an aluminum sliding glass door, using: Kodispace 4SG ITS
spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega,P.E.
(Submitted under.previous NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t'
Edition(2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
Manuel Pe .E.
Product Controlxam' er
NOA No.1 9.12
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-1