HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED,FOR APPLICATION TO BE ACCEPTED -01 -
Date: 1 • , Permit Number -0 0
SAI, 1 SFiWi. i fytA �
f RECEIVED.
_ Building Permit Appli atior%N 15 2019 .
Planning and Development Services
Building and Code Regulation Division ST. Lucie County, Permitting
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR: (All
PROPOSED fN_r aVEMENT L0 ATIIDi .
Address: �,2oE CZA2!2(DS ACke W 9
Legal Description: AR <.zc?e2io � -2 U�r 1'-(- 7 9CSC-
Property Tax ID#: SCV— 6C77 — Cb z Uvn Lot No.
Site Plan Name: Block No.
Project Name: �O yNpZ_,, . �idr�au7 CG, Ce c�Gci
Setbacks Front Back: Right Side: Left Side:
DETAf LED DES f' I ON 0 tORf<,
ly s 1-;L-L
=8TRLCTI fNFOR� -ATION.
Additional work to be pertormed under this permit-check all that appy:
_Mechanical _Gas Tank _Gas Piping _Shutters Windows/Doors
Electric _Plumbing _Sprinklers _Generator _Roof Pitch
Total Sq. Ft of Constructi Sq. Ft. of First Floor:
Cost of Construction: $ Utilities: —Sewer —Septic Building Height:
CONTRA O
Name %LC-% //a (21-IN o94 t'
Name: ?�M�es P wt�
Address: 192-S-- 3 6" ✓� Company:
City: Vey &tA,-2, State:r� Address: ��y s ���/ vz�_
Zip Code: 1�'2.5& o Fax- City: ( /e Q-:, i3-e4J, State:
Phone No. Zip Code: 9 v Fax:
E-Mail: Phone No 'x"72. 3y
Fill in fee simple Title Holder on next page(if different E-Mail � ��t Lc>iq,e2 Com' J_"N O_ 4-Clvn
from the Owner listed above) State or County License C G C
If value of construction is 2500 or more,a RECORDED Notice of Commencement is required.
Florida Building Code Online Page 1 of 3
ona( Replatia.
r ._ ._ -
BCIS Home i Log In User Registration I Hot Topic SubmR Surcharge j Stats&Facts i Publications 1' Contact Us i BCIS Site Map Links Search
FI rich
Product Approval
R .USER:Public User
g
Product Aoorovai Menu>Product or Aoolfra[Ion Search>Application List>Application Detail RECEIVED
• FL# FL14095-R10 JAN15 2019
Application Type Revision
Code Version 7017 ST. Lucie County, Permitting
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary.
Comments
Archived ❑
Product Manufacturer 3ELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3916 In
fbci@jeld-wer�otr�
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative 3ELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Emali
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A.
Date Submitted 07/11/2017
Date Validated 07/26/2017
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 1/15/2019
Florida Building Code Online Page 2 of 3
Date Pending FBC Approval
Date Approved 07/28/2017
Summary of Products
FL# Model,Number or Name Description
14095.1 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB or
SGP Lam-1/8 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 RSO C CAC NI011567.04-R3.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2025
Design Pressure:+65/-70 Installation Instructions
Other:Laminated glazing interlayer material requirements FL14095 RIO II FL14095 R5 II DP65-
meet the current edition of the FBC in accordance with Miami- 70 36x72 Impact Installation Instructions,Ddf'
Dade NOA for DuPont SentryGlas and DuPont PVB Interlayers. FL14095 RIO II NI011567.04-113 Dwas 07252017.Ddf
White PVC exterior extrusion meet the current edition of the Verified By:Hermes Norero,PE 73778
FBC In accordance with Miami-Dade NOA for Quanex.IG back Created by Independent Third Party:Yes
bedded with Dow 995.Safety glazing required to the exterior Evaluation Reports
at heights above 30 feet. FL14095 RSO AE PER3094.pdf
Created.by Independent Third Party:Yes
14095.2 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(1/8 in-1/8
out Annealed)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL14095 RIO C CAC NI011567.08-RI.odf
Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011567.09-112.0f
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+65/-70 04/30/2025
Other:White PVC exterior extrusion meet the current Installation Instructions
edition of the FBC in accordance with Miami-Dade NOA for FL14095 RIO II NI011567.09-112 Dwas 07252017.pdf
Quanex.IG back bedded with Dow 995.Safety glazing FL14095 RSO II PAV TSH FBC 3602 SS 2017-06-26.rid
required to the exterior at heights above 30 feet. Verified By:Hermes Norero,PE 73778
Created by Independent Third-Party:Yes
Evaluation Reports
FL14095 RIO AE PER4869 SS 2017-06-26.Ddf
Created by Independent Third Party:Yes
14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(3/16 in-
3/16 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 RSO C CAC NI011567.06-111.0
Approved for use outside HVHZ:Yes FL14095 RIO C CAC NI011567.07-112.Ddf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+65/-70 04/30/2025
Other:White PVC exterior extrusion meet the current Installation Instructions
edition of the FBC in accordance with Miami-Dade NOA for FL14095 RIO II NI011567.07-112 Dwas 07252017.pdf
Quanex.IG back bedded with Dow 995.Windows with FL14095 RSO II PAV TSH FBC 52x75 SS 2017-06-26.Ddf
Insulated glass wider than 36"require setting blocks.Safety Verified By:Hermes Norero,PE 73778
glazing required to the exterior at heights above 30 feet. Created by Independent Third Party:Yes
Evaluation Reports
FL14095 RIO AE PER4870 SS 2017-06-26.pdf
Created by Independent Third Party:Yes
14095.4 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in
PVB or SGP Lam-1/8 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.02-112.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2025
Design Pressure:+50/-60 Installation Instructions
Other:Laminated glazing interlayer material requirements FL14095 RIO II FL14095 R5 II DP50-
meet the current edition of the FBC in accordance with Miami- 60 52.12505 Impact Installation Instructions.pdf
Dade NOA for DuPont SentryGlas and DuPont PVB Interlayers. FL14095 R10 II NI011567.02-R2 Dwas 07252017.Ddf
White PVC exterior extrusion meet the current edition of the Verified By:Hermes Norero,PE 73778
FBC in accordance with Miami-Dade NOA for Quanex.IG back Created by Independent Third Party:Yes
bedded with Dow 995.Windows with insulated glass wider Evaluation Reports
than 36"require setting biocks..Safety glazing required to the FL14095 R10 AE PER3091.pdf
exterior at heights above 30 feet. Created by Independent Third Party:Yes
14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in
SGP Lam-3/16 out Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14095 RSO C CAC NI011567.01-R1.0f
Approved for use outside HVHZ:Yes FL14095 RSO C CAC NIO11567-RI.Adf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+65/-75 04/30/2025
Other:Laminated glazing interlayer material requirements Installation Instructions
meet the current edition of the FBC in accordance with Miami- FL14095 RSO II FL14095 R5 II DP65-
Dade NOA for DuPont SentryGlas and DuPont PVB Interlayers. 75 52.125x75 impact Installation Instructions.pdf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 1/15/2019
Quote http://sstsrv.lowes.com/m2o—a/mediiimQuote.jsp?projectld=17...
t'
Back to Quote
LOWE'S HOME CENTERS,LLC 4240
e 6110 20TH ST. • •
VERO BEACH,FL 32966-1023
USA
Date:01/I 1/2019 (772)564-6955
RECEIVED
Project#: 566226051 Description: rental JAN 15 2099
Customer Name: VICTORIA MOLINARI
ST. Lucie County, Permitting
Customer Phone: (772)473-2573
Customer Address: 2136 32ND AVE
VERO BEACH,FL 32960
USA
NFILE U" U" PY
Line Item Product Code
Unit Price Quantity Total Price
Frame Size Description
0001 Manufacturer:JELD-WEN Windows&Patio Doors-Venice
Actual Frame Size=35 3/4-inDivision:Millwork
x 24 3/4-in HProduct:Windows
Actual Tip.to Tip Size=37-inType:Single Hungs
x 26-in H Product Type:Single Hung Window
Material Type:Vinyl
Product Line:Premium Atlantic Vinyl
Assembly:Full Unit
Style:Rectangle
rRegional Compliance:FBC-HVHZ-NAMI
Q mpact Rating�lracge Missile Impact
�Rating:DP+50/-60
Size Type:Florida Sizes
Florida Size Code:22
Frame Type:5/8-in Flange
Frame Color-Exterior:White
Frame Color-Interior:White
Size in Frame or RO:Frame(Net Frame Dimension)
dual- acne Width:-35 3/44n,
ctuu]:Frame Height` 3%I2Ain
dual Tip To Tip Width:37-in
Actual Tip To Tip Height:26-in
Vent Division:Even Divide
Vent Height:12 3/8-in
Energy Efficiency:Energy Star-Southern
Performance Plus:Standard
TC OITC Rating:Standard
Glazing:Insulated
ow-E:LoE 366
eat Glass:No
lass ColorTexture:Obscure
lass Type:Impact
$360.25 1 $360.25
1 of 5 01/11/2019 02:20 PVI
Quote http://sstsrv.lowes.com/m2o—a/mediumQuote.jsp?projectld=17...
Inner Glass Type:Impact
Outer Glass Type:Tempered
Impact Interlayer Type:PVB
IG Options:Argon
Glass Thickness:5/16 in-1/8 out
Grid Type:No Grids
Green:Screen
Full or Half Screen:Half Screen
Green Mesh Type:Fiberglass Mesh
Green Mesh Finish:Charcoal Mesh
Lock Type:Style Cam Lock(s)
Number of Locks:2 Locks
Hardware Finish-Interior.White
Does Unit Meet Egress Req:Does Not Meet Egress
Exterior Frame Options:None
Interior Frame Options:None
Extension Jamb:None
rep for Mull:No Mull _
of nda-ApprojvaL,N— er:-14045.
U–_Fac-t6f:0.29
olar Hea Gain Coefficient:0�2� 1 `
Visible Lite Transmittance:0.5 `
CPD#:JEL- 1681-00003
Condensation Resistance:56
Lead Time:35 Days
Item Number 21006
0002 Manufacturer:JELD-WEN Windows&Patio Doors-Venice
Actual Frame Size=35 3/4-inDivision:Millwork
W x 37 1/8-in HProduct:Windows
Actual Tip to Tip Size=37-inType:Single Hungs
x 38 3/8-in H Product Type:Single Hung Window
Material Type:Vinyl
Product Line:Premium Atlantic Vinyl
Assembly:Full Unit
` I l tyle:Rectangle
! segional_Co_mpliance:FBC-HVHZ-NAMI
Impact-Rating:Large-Missile�� lmpact-j
~� Rating:DP+50%60
Size Type:Florida Sizes
Florida Size Code:23
came Type:5/8-in Flange
Frame Color-Exterior:White
Frame Color-Interior.White
Size in Frame or RO:Frame(Net Frame Dimension)
Actual Frame Width:35.314:_in
Actual Frame H,igh[�37 fPf7in
Actual Tip To Tip Width:37-in
Actual Tip To Tip Height:38 3/8-in
Vent Division:Even Divide
Vent Height: 18 9/16-in
Energy Efficiency:Energy Star-Southern
Performance Plus:Standard
TC OITC Rating:Standard
Glazing:Insulated
Low-E:LoE 366
$444.30 I $444.30
2 of 5 01/11/2019 Q2:2Q PM
Quote http://sstsrv.lowes.com/m2o-a/mediumQuote.jsp?projectld=17...
Neat Glass:No
Glass ColorTexture:Obscure
Glass Type:Impact
Inner Glass Type:Impact
Outer Glass Type:Annealed
Impact Interlayer Type:PVB
G Options:Argon
lass Thickness:5/16 in- 1/8 out
Grid Type:No Grids
Green:Screen
Full or Half Screen:Half Screen
Green Mesh Type:Fiberglass Mesh
Green Mesh Finish:Charcoal Mesh
Lock Type:Style Cam Lock(s)
Number of Locks:2 Locks
Hardware Finish-Interior.White
Does Unit Meet Egress Req:Does Not Meet Egress
Exterior Frame Options:None
Interior Frame Options:None
Extension Jamb:None
Prep for Mull:No Mull r` j
t
orida Approval Nu-�er 14095.4 i f
olar Hear-ain Coefficien:0.2 �
Visible Lite Transmittance:0:5 j
J
PD#:JEL-A-4-01681-00003
Condensation Resistance:56
Lead Time:35 Days
Item Number.21006
0003 Manufacturer:JELD-WEN Windows&Patio Doors-Venice
Actual Frame Size=35 3/4-in Division:Millwork
W x 49 3/8-in H Product:Windows
Actual Tip to Tip Size=37-inType:Single Hungs
x 50 5/8-in H Product Type:Single Hung Window
Material Type:Vinyl
Product Line:Premium Atlantic Vinyl
Assembly:Full Unit
tri tyle:Rectangle
Regional Compliance:FBC-HVHZ-NAMI
Imp Racing:Large Missile-Impact
kating:DP+50%60
Size Type:Florida Sizes
Florida Size Code:24
Frame Type:5/8-in Flange
Frame Color-Exterior:White
Frame Color-Interior:White
Size in Frame or RO:Frame(Net Frame Dimension)
Actual:Frame-W i dth:35-3/4ih
dual-Frame•Height:49 3/8=in
dual Tip To Tip Width:37-in
Actual Tip To Tip Height:50 5/8-in
Vent Division:Even Divide
Vent Height:24 11/16-in
nergy Efficiency:Energy Star-Southern
Performance Plus:Standard
$540.63 I $540.63
3 of 5 01/11/2019 02:20 PM
Quote http://sstsmiowes.com/m2o—a/mediumQuote.jsp?projectld=17...
TC OITC Rating:Standard
Glazing:Insulated
Low-E:LoE 366
Neat Glass:No
Glass ColorTexture:Clear
lass Type:Impact
Inner Glass Type:Impact
Outer Glass Type:Tempered
Impact Interlayer Type:PVB
IG Options:Argon
lass Thickness:5/16 in-1/8 out
Grid Type:No Grids
Screen:Screen
Full or Half Screen:Half Screen
Screen Mesh Type:Fiberglass Mesh
creen Mesh Finish:Charcoal Mesh
Lock Type:Style Cam Lock(s)
Number of Locks:2 Locks
Hardware Finish-Interior.White
Does Unit Meet Egress Req:Does Not Meet Egress
Exterior Frame Options:None
Interior Frame Options:None
i
Extension Jamb:None j
Prep for M-ull:No Mull P , w
londaApproval_Num r:_l4095:4-- { C
U Factor:0.29
Solar Heat Gain Co`efficient:'0:22_---' J
._ -.-
Visible Lite Transmittance:0.5
PD#:JEL-A11-01681-00003
Condensation Resistance:56
Lead Time:35 Days
Item Number.21006
0004 Manufacturer:JELD-WEN Windows&Patio Doors-Venice
Division:Millwork
Product:Windows
Type:Accessories/Parts/Other
Product Type:Mull Pack
M 2 Material Type:Vinyl
Product Line:Premium Atlantic Vinyl
Product to Match:Single Hung
egional Compliance:FBC-HVHZ-FL PE
Impact Rating:Large/Small Missile Impact
Frame Type:5/8-in Flange
Frame Color-Exterior.White
Frame Color-Interior.White
Size in Frame or RO:Frame(Net Frame Dimension)
Mull Orientation:Vert a
Actual Frame Height:37 1/8-in
Vent Division:Even Divide
Mull Type:-l0-Tube�
Mull Covers:Interior and Exterior Covers
_ ----
Mu_!ll ClipsAnchors: 1'x3 T=Clip(thru_jamb)
Factory or Field Assembly:Field Mull
o lorida Approovval'Number.-i-f876
Lead imT e:35 Days �
$41.61 1 $41.61
4 of 5 01/11/2019 02:20 PM
�`'e•e ,,•,,.,L, f;`' __<. MASONRY.INSTALLATION
THRU JWO FROM
—� CONISR9 +
i7. '
` 2Aev
f 'tu>L °nmu n. 1[:viroi F..re
1 JOB
I� ' F,AtpFh,RFhT �
I .aux I I.i'U.AY tr4^ '
3 sN:M
' I I MIN.D:STAN!F, D 7 i
1 fff .
t `
JAMB SECTION(TYP) I
i I Ili
GLAZING DETAIL HORIZONTAL SECTION
I i FRAME SECTION(TO) tt
t VERTICAL SECTION
' 1
tLtd"4.wk' i
1
/t
&V MAIL
FROM 4
E Iva;
PREMIUM'ATLANTIC`VINYL-SH'WiNDOW
I A43fframe bP'RATING IMPACT
+�Foow c�Tie•�,ue,�— � 1 t 52 I/_8 x 75'-,f L+50/ 60 ,.. YES.-'`'l
i TYPICAL ELEVATION WITH FASTENER SPACING
I IGwEtrS=:r d ) r ARG.EAISSILEJMPACT
Installation Notes: General Notes:
1. Seal-flangelframe,to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
r — - of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
t( 2.� (Use 311 ti"ITW Tapcon or equNalenf°fasteners through frame wl[h sufficient ength to penelrale a w Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
' minimum of 1 1l4' mto concrete:or masonry' at'each.location tivlth a 2112"min from edge distance.Far 2. All glazing shall conform to ASTM E1300.
concrete_(min.'.f_c-3000psi):or masonrysubs(rate.(CMU shall adheie-to ASTM.C90):-'-` 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads DuPont-3mm annealed.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required,
project of installation,
This schedule addresses only the fasteners required to anchor the `,�t
window to achieve the rated design pressure up to the size limitations ���
noted. It is not intended as a guide to the installation process and does ♦ PROJECT ENGINEER: DATE.
♦ •,..• ,, 3737 Lakeport Blvd
not address he sealingconsideration that may arise in different wall �♦ Q .• �� -- 08/13/2014 N
y \C/ �� DRAWN BY: SCALE:
Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions ;• - ' O D.Vezo NTS Phone: (541)882-3451
packaged with the window or go to = : 7CHECKED BY: TITLE:
www,jeld-wen.comiresourcesfinstallation. * , I' �[ _ J. Kantola
'fl TAT APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window
DISCLAIMER: �J r CU Z.This drawing and its contents are confidential and are not to be %�,t\�'•.�� pP �� P RT,IYRO E[, n
reproduced or copied in whale or in part or used or disclosed to others ��� •gyp EbNo
y 8♦♦� �U� 7g
except as authorized by JELD-WEN Inc, aee to 388 IDENTIFIER No. PLANT NAME MJD 1 OCATIOH: CAD DtNG,Nr.. REV: ,:HEFT 'F'3
en i NCfL210-3874- -PBC DO
NOTICE OF PRODUCT CERTIFICATION
,iA o ECEIVED
y XCCk y
CERTIFICATION NO: N101 1567.02-R2
DATE: 05/23/2013 N 15 2019
CERTIFICATION PROGRAM: Structural
f COMPANY: JELD-WEN ST. Luc County, Permitting
CODE: 1822-1
' REVISION DATE: 01/13/2017
To verify that the"Notice of Product Certification'is valid,please visit«,xvw.NAjvtlCertification.cont to assure that the
product is activeand currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied.A NAM approved certification label must be applied to the product to claim
certification status_ Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN "Premium Atlantic Vinyl Single Hung(8100)"
3737 Lakeport Boulevard Impact Rated Vinyl Single Hung Window
Klamath Falls,OR 97601 (Fin&Flange Installation)
Configuration:0lX j
Glazing:IG-1/8"Annealed Glas/Laminate- ,
-118"Annealed Gla.W0.090"SentryGla -Plus Interlayer by 1
DuPont/l/8"Annealed Glass or IGA M"Annealed �.' ;
Glassflaminate-118"Annealed Glacsf0.090"PVd by a
DuPont/118"Annealed Glass
Frame: W-1324mm(52.13") H-1905ntm(75")
Sash: W-1254mm(49-38") H-946mm(37 25")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design-Pressure+50/-6_0 psf u1
Large Missile Impact Rate
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3874-1
Expiration Date: April 30,2025
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
t Dania Beach,FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
far.
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Repo rt
Of
JELD-WEN, Inc.
Premium Atlantic Vinyl Single Hung - Impact
for
Florida Product Approval
Report No. 3091.
Current Florida Building Code
Method: I —A (Certificate)
Category: Windows
Sub —Category: Single Hung
Product: Premium Atlantic Vinyl Single Hung-Impact
Material: PVC
Product Dimensions: 52-1/8"x 75"(O/X)
Prepared For:
,IELD-VVEN. Inc.
3737 Lakeport BIN-A.
1<:lainath Falls, OR 97601
Prepared by: ```��,,,,,,ri,r72'
Hermes F. Norero, P.E. .���ES F. O
Florida Professional Engineer#73778 ��� Q- . • ' • ��` ��
Date:08/11/2014 ��;'��•� . p
7 _
Contents: = * * =
Evaluation Report Pages I —4 JD T T Z
Hermes F. Norero,P.E.
Florida No.73778
BUILDING DROPS Date: 0014
^//AReport Noo:: 3091
=' A Perfect Solution in Every Drop
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(a)
Product Name: Premium Atlantic Vinyl Single Hung-Impact
52-1/8"x 75"(O/X)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E.(FL#73778)for JELD-WEN,Inc.
based on Method 1a of the State of Florida Product Approval, Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions NCTL210-3874-1-FBC,signed and sealed by Hermes F. Norero, P.E. (FL#
73778)for specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
includins the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing NCTL210-3874-1-FBC require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL210-3874-1-FBC for size and design pressure limitations.
Hermes F. Norero,P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS Date: 0014
• Report Noo:: 3091
A Perfect Solution in Every Drop
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and
Management Institute(FBC Organization#:QUA 1789)
Performance Standards: The product described herein has been tested per:
0 TAS 201-94
0 TAS 202-94
0 TAS 203-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories NW
(FBC Organization#TST9341)
Report#: NCTL-210-3874-1, Report Date:4/18/2013
2. Certification Agency
National Accreditation and Management Institute
(FBC Organization#:CER 1773)
3. Material Certification
Miami Dade RER—Product Control Section NOA
E.I. DuPont De Nemours&Co., Inc.: PVB Interlayer
4. Material Certification
Miami Dade RER—Product Control Section NOA
Quanex Building Products:PVC Extrusions
Hermes F. Norero,P.E.
Florida No.73778
Page 3 of 4
,
BUILDING DROPS Date: 0014
Report Noo:: 3091
t:
A Perfect Solution in Every Drop
Certificate of Authorization:29578
Through Frame Installation: 1. Approved anchor types and substrates areas follows:
{A For concrete(Min.Fc=3000 psi)or masonry substrate(Min.f c=1500 psi)where one
by(1X),non-structural,wood bucking is employed,use(1)3/16"diameter ITO Tapcon
type concrete screw anchors per location of sufficient length to achieve minimum
embedment of 1.25"into concrete or masonry.
B. For concrete(Min.fc=3000 psi) or masonry substrate(Min.Fc=1500 psi)where wood F
bucking is NOT employed,use(1)3/16"diameter 17O Tapoon type concrete screw
anchors per location of sufficient length to achieve minimum embedment of 1.25"into "
concrete or masonry. ` 1
C. For steel substrate,use(1)#8 Tek Screw type steel frame(min.18ga.)anchors per
location of sufficient length to achieve minimum three threads of penetration beyond
steel structure.
Nail Fin Installation(Where applicable):
A. For wood substrates(Min.S.G.=0.42)use(1)#10 Wood Screw type installation anchors
per location of sufficient length to achieve a minimum embedment of 1.50" into the
wood substrate.
Refer to Installation Instructions(NCTI210-3874-148C)for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
Positive 50 PSF
Negative 60 PSF
Hermes F.Norero,P.E.
Florida No.73778
Page 4 of 4
Quote http://sstsmlowes.com/m2o—a/mediumQuote.jsp?projecfld=17...
Rem Number:21006 RECEIVED
***This item is a component or assembly,rather than a finished
product It is the purchasers responsibility to provide for JAN 15 2019
professional glazing.final assembly and/or installation services
s required.Performance of the finished product is neither ST. Lucie County, Permitting
rtified nor guaranteed by JELD-WEN.***
0005 Manufacturer:JELD-WEN Windows&Patio Doors-Venice
Division:Millwork
Product Windows
hType:Accessories/Parts/Other
roduct Type:Mull Pack
M20—
aterial Type:Vinyl
Product Line:Premium Atlantic Vinyl
Product to Match:Single Hung
egional Compliance:FBC-HVI Z-FL PE
ntpact-Rating:Large/Small-Missile.Impact
Frame Type:578-in Fjange FILE: OPY
Frame Color-Exterior.White
Frame Color-Interior:White
Size in Frame or RO:Frame(Net Frame Dimension)
Mull Orientation:Vertical
Actual Frame Height 49 3/8-in
Vent Division:Even Divide
'_till Type:i07" be_:'
Mull Covers:Interior and Exterior-Covers
All CiipsAnchors:._ T_Clip(thru_jamb)
Factory or Field Assembl • ld Mull
drida Apprbva]-Num rte_70.1_f
ead Time:35I)ays
tem Number.21006
***This item is a component or assembly.rather than a finished
product.It is the purchasers responsibility to provide for
professional glazing,final assembly and/or installation services
s required.Performance of the finished product is neither
Icerfified nor guaranteed by JELD-WEN_*** $53.73 5 $268.65
Project Total: $1,655.44
Salesperson: DEBORAH TUCKER(S024ODT3)
Accepted by: Date:01/11/2019
.Print Detailed Quote
This quote is an estimate only and valid for 30 days on all regularly priced items.For promotional items please refer to the dates listed
above.This estimate does not include tax or delivery charges.Estimated arrival will be determined at the time of purchase.All of the above
quantities,dimensions,specifications and accessories have been verified and accepted by the customer.
5 of 5 01/11/2019 02:20 VM
JELD-WEN
CLIPPED AL UMINUM TUBE MIILLIDN --
LARGEAND SMALL MISSILE IMPACT RESISTANT - HVHZ
MULLIONSPAN VS. LOAD WIDTH TABLES- INSTALLATIONANCHORAGE DETAILS
GENERAL NOTES: INSTALLATION NOTES:
1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 2011202/203.AND ALUMINUM
DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4"TO CONCRETE AND 2'TO HOLLOW BLOCK.
2.NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING.ANCHOR SHALL BE LOCATED IN CENTER OF
Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(i.e.314"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1/2".
JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS 5,WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER.
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE.
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT, EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
5.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME
(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE
6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION.
R.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE
7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR
LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR
8.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION.
OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT
9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING.
10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS
10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE"G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE.
11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, 11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH
FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST CLIP AND CUP PLATE.
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS kNCHOR SCHEDULE:
TO BE USED WITH THESE MULLIONS. - _
1. TO CONCRETE BLOCK
13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACTAPPL ONS. 1.1. 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1"MINIMUM EMBEDMENT AND 2'MINIMI
EDGE DISTANCE.
14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL 1.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY.
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 2. -TO-2500 PSI-MINIMUM CONCRETE —------ _
2(1-3/16'DIA.ITW ADVANCE THREADFORM TAPCONS-WITH-1-1/2"-MINIM_U_M-EMBCDMENT--AND 2-1/4'
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS IN MINIMUM EDGE DISTANCE:--
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PRO 2,2, ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE
3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE
3.1. #10 WOOD SCREWS OF 410 TAPPING SCREWS(SMS OR SDS)WITH 1-1/2"MINIMUM EMBEDM14EN
AND 3/4"MINIMUM EDGE DISTANCE.
4. TO 1/8'"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fty=22 KSI MINIMUM)
TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH
SHEET SHEET DESCRIPTION FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2"MINIMUM EDGE DISTANCE.
1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE
2 ELEVATION
3 COMPONENTS
4 C-CLIP AND T-CLIP INSTALLATION DETAILS
5 'GOAL-POST'CLIP INSTALLATION DETAILS LaLm
• I Ll ' NOTE: MULLION DESIGNATIONS(MULLION"A", MULLION"B"AND MULLION"C")PROVIDED
3EOMETRIC IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE
SHAPES /i \\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS
INCLUDED / FENESTRATION
PRODUCT PER SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN.
456 12 VY SEPARATE APPROVAL \\ w 1
4 5 MULLION 4 5 6 V 1 2
'A'
4 5
MULLION
OR
SUBSTRATE
23 23 4 5.6 1.2 r
4 4 4 5 FENESTRATION
FENESTRATION PRODUCT PER PRODUCT PER
SEPARATE APPROVAL SEPARATE + MULLION
APPROVAL ' OR
MULLION MULLION 4 5 6 1 2 4 5 6 1 2 W 1 SUBSTRATE
4 5 MULLION--\ 4 5
'B' C. •A' MULLION ' FENESTRATION
FENESTRATION FENESTRATION FENESTRATION A. I PRODUCT PER
L2 PRODUCT PER PRODUCT PER PRODUCT PER W2 Ll SEPARATE
SEPARATE SEPARATE SEPARATE
APPROVAL APPROVAL APPROVAL NESTRATION PRODUCT PER I I APPROVAL
SEPARATE APPROVAL
456 12 456 12 W2 I 456 12
4 5 4 5 I 4 5
rjl �1 �
f--
W3 W4 W5�� I' Ll- ---W 1--f-W2----�
NOTES: NOTES: NOTES:
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS
UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT
EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT
EXCEEDED.
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL
SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM MULLIONS SHALL BE PER SEPARATE APPROVAL-
SCHEDULES.
PPROVALSCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE
DETERMINED FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED
AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
4.1. MULLION"A' DETERMINED AS FOLLOWS:
4.1.1. MULLION SPAN=L1 4.1, MULLION
4.1.2. TRIBUTARY WIDTH=(Wt+W2Y2 4.1.1. MULLION SPAN=L1 4.1. MULLION'A'
4.2. MULLION"B' 4.1.2. TRIBUTARY WIDTH=(W1+W2,V2 4.1.1, MULLION SPAN=L7
4.2.1. MULLION SPAN=L2 4.1.2, TRIBUTARY WIDTH=(W1+W2y2
4.2.2. TRIBUTARY WIDTH=(W3+W4)r2
4.3. MULLION'C'
4.3.1. MULLION SPAN=L3
4.3.2. TRIBUTARY WIDTH=(W4+W5u2
FENESTRATION PRODUCTS FENESTRATION PR(
2 MULLED VERTICALLY3 MULLED HORIZONTj
MULLED FENESTRATION
1 PRODUCTS WITH TRANSOM �I EXTERIOR ELEVATION SHOWN `A� EXTERIOR ELEVATION SHOWN
I r ,�I
'�)
EXTERIOR ELEVATION SHOWN /
1
4.388"
0.125"
TYP.
�- - 0.726" -- 0.726"
0.476" 0.476"
aDo ` 0.125" - 0.125"
1.000" f
2.110" 0.125" 2,110" r 0.125"
1.000" I` 2.311- -, J- _
1,375" f
5.500"
-- 0.312" 0.375" -- 3.000""
--
3.000" 0.125" f Ti T o ° I I °
0.438" FOR USE 0.438" FOR
I ANCHOR LOCATION, N o to n
0.750" U) a WITH c� WITH
TYPICAL °N M MULLION M MUL
(t!
' UM LLION_ 'GOAL-POST' CLIP Lo M
6063-T6 ALUM. 6063-T6 ALUM.
�--^ --- 1.000" 1.950" ANCHOR LOCATION, ANCHOR LOCATION,
0.975" TYPICAL TYPICAL
ANCHOR LOCATION,
TYPICAL 7F29" 5.50
3.000""
--
0.125" f 1T f f
0.110
4.000" f o 0
0
�- 4.340" I�- 0.438" o o SFO UR SE o ;n FOR
cy U) a WITH 1"X.3" 0.438" n m WITH
0.970" n
ri [MULLION cII MUL
�/ A o t
2 1" X 4" MULLION ' ANCHOR LOCATION, ANCHOR LOCATION,
TYPICAL TYPICAL
6063-T6 ALUM. 1.685"
.29
(A 'GOAL-POST' CLIP PLATE -CLIP C-CLIP
6063-T6 ALUM. 16063`T6"ALUM. 6063-T6 ALUM.
1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION
#10 SMS OR SDS
#10 SMS OR SDS WITH FULL THREAD
WITH FULL THREAD PENETRATION INTO
PENETRATION INTO MULLION
MULLION
14 18
1 „ 1 „
1/2"
0 1 O o
#10 FLATHEAD '� 2" -�I [' 2" �I
SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD
SDS, (4)PER CLIP SDS, (4)PER CLIP
1"x3"or1"'x
4"MULLION zt,"x 3" 1"x 4"
MULLION MULLION
TYPICAL ATTACHMENT AT 1"X 3" MULLION ATTACHMENT AT 1"X 4" MULLION ATTACHMENT AT
r1- MULLION INTERSECTION W/C-CLIP rf1MULLION INTERSECTION W/C-CLIP r-31MULLION INTERSECTION W/C-CLIP
\,4,J VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION
SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE)
23"
EDGE 3 EDGE EDGE 14 EDGE EDGE EDGE ANCHORS PER
DIST. DIST. DIST. DIST. DIST, DIST. SCHEDULE, (4)F
CLIP
EMBED. EMBED. EMBED.
ANCHORS PER ANCHORS PER_J— - 1/2" 1
1 "
SCHEDULE, (4) SCHEDULE, (4) O O
PER CLIP PER CLIP 2I I2111
#10 FLATHEAD #10 FLATHEAD #10 FLATHEAD
SDS, (4)PER CLIP SDS, (4)PER CLIP SDS, (4)PER CLIP
1"x3"or1"x
4"MULLION 1"x 3" 1"x 4"
MULLION MULLION
TYPICAL ATTACHMENT 1"X 3" MULLION 1" X 4" MULLION
WITH T-CLIP (_ATTACHMENT WITH T-CLIP ATTACHMENT WITH T-CLIP
SUPPORTING SUBSTRATE
(SEE ANCHOR SCHEDULE)
I- 1 .95"
A
S(
EDGE EDGE FI
DIST. DIST. #10 FLATHEAD 1 .375" C
- -
EMBED. ANCHORS PER SDS, (4)PER CLIP (c
SCHEDULE EXCEPT
FOR ANCHORS TO 0
CONCRETE BLOCK CE p d
(CMU)OR CONCRETE rel
A I �t-
INTERIOR
3/8 MIN. NOTE: 'GOAL-POST'CLIP AND
` CLIP PLATE SHALL NOT BE 1"x 3"or
1 " I 3/8 MIN. USED WITH 3/16"TAPCONS V x 4" o
FOR ANCHORAGE TO MULLION
CONCRETE OR HOLLOW
CONCRETE BLOCK. MAY BE
EXTERIOR USED ONLY FOR —�
#10 FLATHEAD ANCHORAGE TO WOOD, 5
SDS, (4)PER CLIP ALUMINUM OR STEEL.
1"x 3"or 1"x 4"MULLION ,
5
TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH
1 'GOAL-POST CLIP K21'GOAL-POST CLIP
�lv SIDE ELEVATION 5 SECTION
DESIGN SCHEDULE : VxY MULLION WITH 'GOAL-POST' CLIP
MULLION TRIBUTARY WIDTH
SPAN 18" 21" 24" 27" 30" t 33" 38" 39" 42" 46" 48" 63"
106" 27.6 23.6 20.6 18.3 16.6 16.0 13.8 _12.7 11.8 11.0 10.3
3.1 __
100" 32.8 28.1 24.6 21.8 19.7 17.9 16.4 _ 15.1 14.0 1 _ 12,3 11.1
96" 37.0 31.7 27.8 24.7 22.2 20.2 18.5_ 17.1 15.9 _ 14.8 13.9 12.8 DESIGN SCHEDULE NOTES:
W., 44.9 38.5 33.7 30.0 27.0 24.6 22.5 20.7 19.3 18.0 16.9 15.3 _
Be, 61.6 44.1 38.6 34.3 30.9 28.1 _25.8 23.8 22,1 20.8 19.3 17.6 1. DESIGN SCHEDULES PROVIDE MA)
84" 55.3 47.4 41.6 36.8 33.2 30.1 27.8_ 26.5 23,7 22.1 20.7 18,6 POSITIVE(+)AND NEGATIVE(-)DES
USE WITH MULLION SYSTEM IN POI
80" 64.0 64.8 48.0 42.7 36.4 34.9 32.0 29.6 27A 26.6 24.0 21.7 FOOT(PSF).
78" 66.0 66.6 49.6 44.0_ 39.6 36.0 33.0 30.5 28.3 28.4 24.8 22.4
76" 67.8 68.1 60.8 45.2 - 40.7 37.0 33.9 31.3 29.0 27.1 26.4 23.0 2. FOR DETERMINATION OF MULLION
TRIBUTARY WIDTHS,SEE ELEVATI(
72" 71.6 _ 61.3 53.7 47.7 42.9 39.0 35.8 33.0 _ 30.7 28.6 26.8 24.3
66" 75.0 _66.9 58.5 62.0 46,8 42.0 39.0 36.0 33.4 31.2 29.3 26,5 3. FOR INSTALLATIONS UTILIZING MO
80" 76.0 73,8 64.4 67.2 61.5 46.8 42.9 38.8 36.8 34.3 32,2 29,2 OF CLIP PER MULLION,USE THE LE
DESIGN PRESSURE.
64" 75.0 76.0 71.6 63.6 57.2 62.0 47.7 44.0 40.9 38.2 36.8 32.4
60.6" 75,0 75.0 75.0 67.9 61.1 65.5 50.9 47.0 1 43.6 40.7 38.2 34.6 4. 'GOAL-POST'CLIP MAY NOT BE USE
48" 75.0 75.0 75.0 71.5 64.4 66.5 63.7 49.5 46.0 42.9 40.2 36.4 INSTALLATIONS TO CONCRETE OR
(CMU).
42" 75.0 75.0 76.0 75.0 73.6 66.9 _ 61.3 56.6 62.6 49.1 46.0 41.6
38.4" 75.0 75.0 75.0 75.0 76.0 73.2 67.1 61.9 57.6 53.7 50.3 45.6 5. ® DENOTES CONDITIONS
36" 75.0 76.0 76.0 76.0 76.0 75.0 71.6 66.0 61.3 57.2 53.7 48.6 FOR USE.
30" 75.0 _ 76.0 76.0 76.0 75.0 75.0 76.0 75.0 73.6 68.7 64.4 68.3
24" 75.0 75.0 75.0 76.0 76.0 76.0 76.0 76,0 76.0 75.0 75.0 72.9
DESIGN SCHEDULE : 1' xT' MULLI=ON WITH 'T-CL- IP' OR 'C-CLIP'
MULLION TRIBUTARY WIDTH
SPAN 18" 21" 24" 27" 30" 33" 39" 42" 45" 48" 53"
106" _27.6_ 23.6 20.6 18.3 16.6 15.0 13.8 12.7 11.8 11.0 10.3
100" 32.8 28.1 24.6 21,8 19.7 17.9 16.4 16.1 14.0 13.1 12.3 11,1
98" 37.0 31.7 27.8 24.7 _ 22.2 20.2 �_ 18.5 T�T 17.1 15.9 14.8 13.9 12.6
90" 44.9 38.5 33.730.0 27.0 24.5 22.5 20.7 19,3 18.0 16.9 15.3
86" 61.6 44.1 38.6 _ 34,3 30.9 28,1 25.8 _ 23.6 22.1 20.6 19.3 17.5
84" 66.3 47A 41.6 36.8 33.2 30.1 27.6 _ 25.6 23.7 22.1 20.7 18.8
80" 84.0 64.8 _ 48.0. 42.7 _ 38.4 _ 34.9 32.0 29.5 27.4 26.6 24.0 21.7
78" 89.0 59.2 61.8 46.0 41.4 37.7 34.6 31.9 29.6 27.6 25.9 23.4 _
76" 74.6 64.0 56.0 49.7 44.8 _40.7 37.3 34.4 ~ 32,0 ; 29.8 28.0 T 25.3
72" 76.0 75.0 65.8 58.5 _52.7 47.9 43,9 40.5 37.6 _ 35.1 ~ _32.9 29.8
W. _ 75.0 76.0 75.0 75.0 08.4 y 62.1 57.0 52.6 48.8__ 46.6 42.7_ _38.7
_80" 75.0 _75.0 _76.0 75.0 75.0 76.0 76.0_ 70.0 65.0 60.7 66.9 51.5
_ 64" 75.0 76.0 --i5.0 _ 76.0_ 75.0 76.0 _ 75,0 76.0 75.0 72.6 68.1 61.7
`50.6" 1 75.0 _ 75.0 75.0 76.0 75.0 76.0 T 175.07_ 75.0 _ 75.0 76.0 _ 72.7 65.8
48" 76.0 75.0 75.0 75.0 75.0 _76.0 75.0_ 75.0 76.0_ 75.0 76.0 6_9.4
42"- _ 76.0 75.0 _ 75.0 75.0 75.0-� - 76.0 75.0 75.0 _ 75.0 75.0 75.0 _~75.0
38.4" 75.0 76.0 75.0 75.0 75.0 76.0 75.0 76.0 76.0 76.0 76.0 j 75.0
36" 75.0 75.0 76.0 75.0 76.0 75.0_ 76.0 76.0 75.0 76.0 75.0 75.0
30" 76.0 -75.0 76.0-- 7_5.0 75.0 _ 75.0 75.0 ~76.0 75,0 75.0 --_-
��d^_ 7A.n 7r,n 7.9;n _ 7F n 7a n 7i'.n 7a n ~7r,.n 7!.n 7A n 7C n 7r n - -
DESIGN SCHEDULE : 1"x4" MULLION WITH 'GOAL-POST' CLIP
MULLION TRIBUTARY WIDTH
SPAN 18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 48" 53"
108" 48.8 41.6 36.4 32.4 29.2 26.5 24.3 22.420.8 _ 19.4 18.2 16.5
100" 61.6 _ 44.1 38.6 34.3 30.9 28.1 26.8 23.8 _ 22.1~ 20.6 19,3 17.5
9B° _ 53.7 46.0 40.2 35.8 32,2p 29.3 26.8 24.8 23.0 21.520.1 18.2
90" 67.2 49.1 42.9 38.2 34.3 31.2 28,6 1 26.4 24.5 22.9 u 21.6 19.4 DESIGN SCHEDULE NOTES:
86" 69.9 51.3 44.9 39.9 35.9 32.7 29.9 27 6 T T�26.7 wm 24,0 22.5 20.3
84" 61.3 62.6_^ 46.0 40.9 36.8 33.4 30.7 28.3 26.3 24.5 23.0 20.8 1. DESIGN SCHEDULES PROVIDE MA)
80" 64.4 55.2 46.3 42.9 38.6 35.1 32.2 29.7 27.8 26.824.1 21,9 POSITIVE(+)AND NEGATIVE(-)DES
78" 66.0 56.6 49.5 44.0 39.6 36.0 33.0 30.6 28.3 28.4 �� 24.8 22.4 FOOT(PSFWITH MULLION SYSTEM IN POI
76" 67.8 68.1 50.8 45.2 _ 40.7 37.0 33.9 31.3 29.0 27.1 26.4 23.0
72" __ 71.5 61.3 53.7 47.7 42.9 39.0 35.8 33.0 30.7 28.8 26.8 24.3 2. FOR DETERMINATION OF MULLION
66" 76.0 66.9 68.5 62.0 46.8 42.6 39.0_ 36.0 33.4 31.2 29.3 2_6.5 TRIBUTARY WIDTHS,SEE ELEVATI(
80" 75.0 73.6 64.4 67.2 51.5 46.6 42.9 39.6 36.8 34.3 32.2 29.2 3. FOR INSTALLATIONS UTILIZING MO
54" 75.0 75.0 71.5 63.6 57.2 52.0 47.7 44,0 40.9 38.2 36.8 32.4 OF CLIP PER MULLION,USE THE LE
50.6" 76.0 75.0 76.0 87.9 61.1 55.5 50.9 47.0 43.6 40.7 38.2 34.6 DESIGN PRESSURE.
48" 75.0 76.0 76.0 71.5 64.4 58.5 53.7 49.5 46.0 42.9 40.2 36.4 4. 'GOAL-POST CLIP MAY NOT BE USE
42" 75.0 75.0 75.0 76.0 73.6 66.9 61.3 56.6 52.6 49.1 46.0 41.6 INSTALLATIONS TO CONCRETE OR
38.4" 75.0 75.0 76.0 75.0 75.0 73.2 67.1 61.9 57.6 53.7 60.3 45.6 (CMU).
36" 75.0 75.0 76.0 76.0 76.0 75.0 71.5 66.0 61.3 57.2 53.7 48.6 5. ® DENOTES CONDITIONS
30" 75.0 75.0 76.0 75.0 76.0 75.0 75.0 75.0 1 73.6 68.7 64.4 68.3 FOR USE.
24" 75.0 1 76.0 75.0 75.0 75.0 76.0 76.0- .75.0 1 75.0 76.0 75.0 72.9
DESIGN SCHEDULE : 1"x4" MULLION WITH 'T-CLIP' OR 'C-CLIP'
MULLION TRIBUTARY WIDTH
SPAN 18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 1 48" 63"
106" 59.0 50.5 44.2 39.3 35A 32,2 29.6 27.2 26.3 23.6 221 20.0
100" 70.2 60.2 62.7 46,8 42.1 38.3 36.1 32.4 30.1 28.1 26.3 23.9
96° 76.0 68.0 59.5 52.9 47.6 43.3 39.7 36.6 34.0 31.8 29.8 27.0
90" 75.0 75.0 72.3 64.2 57.8 62.6 48.2 44.6 41.3 38.6 36.1 32.7
88" 76.0 75.0 75.0 73.6 66.3 60.2 55.2 51.0 u 47.3 44.2 41.4 37.5
84" 75.0 75.0 76.0 75.0 71.1 64.6 59.3 54.7 60.8 47.4 44.4 40.2
80" 75.0 75,0 75.0 75.0 75.0 74.868.8 63.3 58.8 54.9 51.4 46.6
78" 76.0 75.0 75.0 75.0 75.0 75.0 73.7 68.0 63.2 59.0 55,3 50.1
76" 75.0 75.0 75.0 75.0 75.0 76.0 75.0 1 71.9 66.7 62.3 58.4 52.9
72" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.5 69.6 65.2 59.1
66" 75.0 75.0 75.0 75.0 75.0 75.0 75,0 75.0 75.0 75.0 71.2 64.4
60" _ 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.9
_54" 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0
60.6" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0
48" _75.0 75.0_ 75.0 V 75.0 _ 75.075.0 76.0 75.0 75.0 76.0 75.0 75.0
42" 75.0 75.0 75.0 75.0 75.0 _ 75.0 75.0 75.0 76.0 _ 75.0 75.0 75.0
38.4" 75.0 75.0 75.0 75.0 75.0 76.0 76.0 75.0 76.0 75.0 '75.0 76.0
36" 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0
30" 75.0 76.0 75.0 1 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 76.0
24" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0
r-