HomeMy WebLinkAboutBLDG PERMIT #10312 (Window/Int. Renov.) #102 ` Date: RECEIVED
CITY OF CAPE CANAVERAL Tracking#
BUILDING PERMIT APPLICATION Permit# In 3 '12.
(321)868-1222
City of Cape Canaveral Building Department -7510 N.Atlantic Ave.-Cape Canaveral,FL 32920
You may download this application: www.ciI3Lofcgpecanaveral.org You may fax to: (321)868-1247. All applications must include the
backside of this form. Important: Please complete the checklist on the back of this form and provide other documentation as indicated on
the checklist. A copy of contract may be required. Application packages will not be accepted unless complete.
APPLICANT WILL BE CALLED WHEN PERMIT IS READY
(Contractor/Owner-Builder is required to sign for the building permit,unless indicated otherwise by affidavit. I.D.may be required)
Address of Job Site: lir) D'. --11--loz, Zoning classification: Flood Zone:
Legal description of property:TwN: RNG: SEC: SUBD: BLK: LOT: PB: PG:
Property Owner Name: Q1,^ `Da^" Phone: }S- 9-7(c,0
Address: �c�
Fee Simple Titleholder's Name(if other than owner): Address:
Bonding Company: Address:
Mortgage Lender: Address:
Type of Permit Brief description of work:
Building ]Ze `tom (jjl�v�V�
Electrical WmULa e ti ��- (�\- 7-e
Plumbing (ze '_V13 C5
Mechanical 22 �
Other
Type of Square Const. Occu- FPL lines City Sewer #of #of #of #of #of
JBUilChng Feet Type pancy currently available Concrete/ stories dwel- bed- water Valuation of work
(please under (IA, Classifica available to to serve Asphalt ling rooms closets (Copy of contract Requhvd)
roof VB, -tion serve this this Parldng units
indicate as
applicable) etc) (13,111,R3 property' property? Spaces
etc.) Yes/No Yes/No
Commercial $
SFR $
Townhouse $
partment $
ndomini 0e', $ 12 0®,ca:-
er
molr $
F-
Architect/Engmeer Name: Name of Company:
Address:
State License No.: Phone(office): Phone(cell/pager.): Fax:
Primary Contractor Name: 1_:r-r i s R6,s&A.T Name of Company: 74a e.� h e S �e G'
Address: ;?2)D S f w°(r Ave-
State License No.:C46/,Srj oq 0 Phone(office): Phone(cell/pager.): &V-1009V Fax:
Electrical Contractor Name: r� elft,ye Name of Company: E9 G0"—QL6tc-7CjA-
Address: 2t3 ItN D«ll-Y -)+. V!Irecr-_{ *3;:1;L_A0jr1 f,_
State License No.: GC.I-,)m`,0 S 1) Phone(office): Phone(cell/pager): &91-0017-1 Fax:
Plumbing Contractor Name: 15�uc. ,moi„/,har Name of Company: a✓
Address:
State License No.: Cts F q 2-75'00 Phone(office): Phone(cell/pager.): Fax:
Mechanical,Con qor meOS 15 Name of Company:Ko(2T j OH-,,J 6j!5=
Address:
5 -
Address: (pS 'r > l 3 T
State License No.:ACIE 637-Vqfjhone(office): Phone(cell/pager.): 4 ' -3(70 Fax:
Specialty/Other Contractor Name: Name of Company:
Address:
State License No.: Phone(office): Phone(cell/pager.): Fax:
G:\Bldg.Dept.Poms\Building Pennit Application Rev.R1av 16,2012
I
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Building Permit Application Checklist Notes
Completed Permit Application Current code edition:FL Bldg.Code 2010(as revised)
Current survey showing all ro osed construction and landscaping Check with Bldg.Dept.for setbacks
Notarized signature—Owner/Builder Affidavit If owner is acting as contractor
Sewer Impact Fee receipt May be deferred until C.O.Unless job is remodeling
County Impact Fee receipt May be deferred until C.O.
Capital Expansion Impact Fee receipt Maybe deferred until C.O.
Sidewalk Impact Fee receipt If sidewalk exists on lot
Recorded Warran Deed/Proof of Ownership
Copy of Recorded Notice of Commencement(over$2,500) Over$7,500 for Mechanical change out
Current Cert.Of Liability Ins./Worker's Comp.Policy/Exemption Record will be kept on file after initial submittal
Community Appearance Board Approval For all work visible from Public Right-Of-Way
Planning and Zoning Board Site Plan Approval For all new construction of four units or more
Concurrency Forms For all new construction not part of approved site plan
Primary Contractor's State License Record will be kept on file after initial submittal
Subcontractor's Authorizations: Record will be kept on file after initial submittal
State License Notify Building Department of contractor changes
Plumbing Contractor Plumbing Contractor
Electrical Contractor Electrical Contractor
Mechanical Contractor Mechanical Contractor
Roofing Contractor Roofing Contractor
Swimming Pool Contractor Swimming Pool Contractor
Gas Contractor Gas Contractor
Specialty/Other Contractor Specialty/Other Contractor
Construction Drawings: Per F.B.C.104
Three sets of sealed construction drawings Per F.B.C.104
Truss layout and reaction summary Cut sheets and shop drawings will be needed at time of insp.
Electrical Load Calculations Plans must indicate person responsible for calculations
Electrical Riser All new service must be located underground
Plumbing Riser Plans must indicate person responsible for design
A/C layout Plans must indicate person responsible for design
Two sets of Energy Calculations Plans must indicate person responsible for calculations
Lot Drainage Surve
Four sets of Fire Su ression/S rinkler/Alarm specifications Requires Fire Dept,approval prior to issuance of permit
Pool Barrier Requirement Form(signed) Pool permits will not he issued without barrier
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or
installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all
laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida
Building Code 2010 Edition. I understand that all permits require inspections as indicated and that it is the responsibility of
the permit holder to notify the building department when ready for inspection(s). This permit application is valid for six
months from date of submission. By signing, applicant affirms that all above is true and correct and that he/she is an
authorized agent of the Contractor/Owner and has the authority to apply for this permit.
*ALL OTHER APPLICABLE STATE OR FEDERAL PERMITS MUST BE OBTAINED PRIOR TO CO NCEMENT*
Contractor's Name: r te_ Y;200AVZ-" Contractor's Signature:
Date: 10111/11. Site Address: ?�O CoLwy 4
For Notary use only: State of Florida,County of Brevard _
Sworn and subscribed before me this I? day of e r ,20 r ,by Cry Gw r
Printed name of Applicant
who produced identification: or
L—ris personally known to me.
JOY #EE 53
LOMB
Seal: % .' c MY coMMISSION#EE 0947 `
ExPIRES Au9us4 3,2015
•• BondedThru NolarY? i Underwrder signature-Notary Public At Large
G:\131dg.Dept.Fonns g ennit Application Rev.May 16,2012 This form may be duplicated.
L2,J.
Address:
BUILDING PERMIT FEES:
Building Permit per square footage:........ . ..............:.................................
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
Building Permit based on valuation:......................................... r.
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
BuildingPermit miscellaneous:.....................................................................
Total Sq. Ft. (fliving Area):
Total Sq. Ft. (Enclosed Area):
Electrical.:........................................ .................................................................
Plumbing.............................................................................................................
Mechanical.............................................................................................:............
Building Permit Plan Check Pee.................... .............................................
FireDept. Plan Check Fee.......%........................................................................
RadonTrust Fund: sq.footage ...............................
ConcurrencyManagement Fee.........................................................................
CapitalExpansion Fee....................................................... ................................
Total Building Permit Fees:...... � �=
SEWER PERMIT FEES:
SewerImpact Fee....................................Y................................................
SewerTap Fee.......................................................... ................................
Total Sewer Permit Fees.............
Ey:
Date:
Architectural Specialties of Brevard. hic.
License#CGC 1512090
2210 S.Atlantic ave
Cocoa Beach Florida 32931
321-693-0098
John Denny Date 10-18-13
230 Columbia Dr.
Unit 102
Cape Canaveral FL
Proposal 13-0025
We hereby propose to furnish the following work:
Labor to install owner supplied cabinets to replace existing lower with same layout.
Replace floor tile
Remove and replace mold damaged drywall.
Replace windows with like windows.
Install interconnected smoke detectors.
Replace A/C ductwork
Replace interior doors and trim
Replace bathtub
Replace light fixtures
Add GFCI receptacles kitchen and bath
PROPOSED PAYMENT: Owner agrees to pay Contractor a PROPOSED total cash price
of$8200.00. Owner to pay all permits and fees if.any.
THIS IS A BID PROPOSAL WITH A GENERAL DESCRIPTION OF THE PROJECT
AND COST. IF THE BID PROPOSAL IS ACC EPTED,A MORE
FORMALIZED CONTRACT WILL BE PREPARED PROVIDING DETAILED
TERMS AND CONDITIONS INCLUDING ALL YOUR RIGHTS AND YOUR
RIGHT TO CANCEL.
NOTE: This proposal may be withdrawn by us if not accepted within 30 days.
ACCEPTANCE OF PROPOSAL
Contractor signature er si a Date
NOTICE OF CONIlVIENCEMENT
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA
COUNTY OF BREVARD
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter
713,Florida Statutes,the following information is provided in this Notice of Commencement.
x,30 C-0urhbI*(7r. -LA n f+ (o�L <q- 0-9W---a-) r't/-. 3213 a-t->
I. Description of property:(legal description of the property and street address if available) 'Y-3 7-2-'X®.k P It 2,
236 C® c Dr, fl 4 QameChiiijerd + 1. c ets &&& Ag °J brb
2. General description of improvement t, 6 0
3. Owner information:a)Name and address: ' k& pj
b)Interest in property-__2-
c)
roperty: 2-c)Name and address of fee simple titleholder(if other than owner):
4. Contractor(Name and address) =:S c._ �rladara _ e✓c;,c rj i Zed
�Zto S, v a✓t'{�ic AAI-_ QYzr cx a Z
5. Surety:
a) Name and address:
b) Amount ofbond.
6. Lender(Name and address):
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7).,Florida Statutes(Name and address):
8. In addition to himself,Owner designates of to receive a
copy of the Lienor Notice as provided in Section 713.13(1)(b),Florida Statutes.
9. Expiration of date of notice on commencement(the expiration date is 1 year from the date of recording unless a different date is
specified):
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINAN G,CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE
tMfN7)jNENT
CFN 2013230224,OR BK 6992 PAGE 2201,
Recorded 10/18/2013 at 11:46 AM,Scott Ellis,Clerk of Signature of Own r Own 's Authorized
Courts,Brevard County Officer artner/manager
#Pgs:1
STATE OF FLORIDA Signatory's Title/Office
COUNTY OF BREVARD
The foregoing instrument was acknowledged before me thisL!day of D c r®be-. .20®Iby4 Lar,L�qr,'e (name of
person)as (type of authority eg:officer,trustee,attorney in fact)forti,�—o� .
(name of party on behalf of whom instrument was executed)
s
Si / e of Notary
JOY LOMS�l Print,Type or Stamp Commissioned Name of Notary Public
+zt� e MY COMMIS510N N EE 094753 Commission Number
EXPIRES:Augus4 3,2015
;tk;°°° Bonded Thru Notary Pubfic Underwriters
Personally Known or Produced Identification
Verification Pursnantto Section 92-525 Fjaddaj9=JW
Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the beast of my knowledge and believe.
Signature of Natural Person Signing Above
CITY OF CAPE CANAVERAL
AUTHORIZATION FORM
City of Cape Canaveral Building Department 7510 N.Atlantic Ave. Cape Canaveral,FL 32920
(321)868-1222
(You may download this authorization:www.myflorida.com/cgpe. You may fax to: (321) 868-1247.
Date: lobz 6 3 Permit#• 1 0 3 1 2
CONTRACTORS AND SUBCONTRACTORS -PLEASE HAVE YOUR SIGNATURE
NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION.
Company Name: &y ,;k�i_v6k It, �3VW,
I, c Z o ,hereby authorize ?k6rx-44W.
(State License Holder's Name—PLEASE PRINT) (Authorized Person—PLEASE PRINT)
to obtain a permit on my behalf under my state license(s) as issued by the Department of
/5l0acl C)
Business and Professional Regulation, Construction Industry Licensing Board cr,--m/g?5-t
{State License Number(s))
for the job site described below.
An authorization will be required for each permit
Type of Permit U WKW
Building Name of Property Owner
Plumbing jo 4b6Wk t)-,,
Electrical Address of Job Site
Mechanical
Roofing
Swimming Pool
Signature of License Holder
Specialty Structure
Other—Specify:
For Notary use only: State of Florida,County of Brevard
Sworn and subscribed before me this 17 day of Geo ,20/3 ,by
Name of Applicant
_-who produced identification: or
is personally known to me.
Seal: „.,,,,,
;��er;�,,,- JOY L0t4rAN
MY COMMISSION!”EE Signature-Notary Public At Large
EXPIRES-August 3, c
°off^
Bonded ThruN6t Public Urdz 2:
G:\B1dg.Dept.FormslAuthorization Form This form may be duplicated.
CITY OF CAPE CANAVERAL
AUTHORIZATION FORM
City of Cape Canaveral Building Department 7510 N.Atlantic Ave. Cape Canaveral,FL 32920
(321) 868-1222
(You may download this authorization:www.myflorida.com/cape. You may fax to: (321) 868-1247.
Date: Permit#: 103 -12
CONTRACTORS AND SUBCONTRACTORS - PLEASE HAVE YOUR SIGNATURE
NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION.
Company Name: F9� ��
I, W,W� �� �'�[ ,hereby authorize ktcq�
(State License Holder's Name—PLEASE PRINT) (Authorized Person—PLEASE PRINT)
to obtain a permit on my behalf under my state license(s) as issued by the Department of
Business and Professional Regulation, Construction Industry Licensing Board ,
(State License Number(s))
for the job site described below.
An authorization will be required for each permit
Type of Permit
Building Name of Property Owner
Plumbing � r *—
Electrical Address of Job Site
Mechanical
Roofing tZ
Swimming Pool
Specialty Structure Signature of License Holder
Other—Specify:
For Notary use only: State of Florida, County of Brevard
Sworn and subscribed before me this C? day of 0c7-0t::-1- 920 ®� ,by Vle
Name of Applicant
who produced identification: or
is personally known to me.
Seal: f� % JOY LOMBARDI °s
; �r MY COMMISSION#EE 09475. Signature-Notary Public At Large
;y� Q�; EXPIRES:August 3,2015
I MfRO.•• Bonded Thru Notary Pubfic Undvwnie,.
G:\B1dg.Dept.Forms\Authorization Form This form may be duplicated.
AdOO 01A-AO J 3 1
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SECTION 8314
SMOKE ALARMS
R314.1 Smoke detection and notification.
All smoke alarms shall be listed in accordance with UL 217 and installed in accordance
with the provisions of this code and the household fire warning equipment provisions of
NFPA 72.
R314.2 Smoke detection systems.
Household fire alarm systems installed in accordance with NFPA 72 that include smoke
alarms, or a combination of smoke detector and audible notification device installed as
required by this section for smoke alarms, shall be permitted. The household fire alarm
system shall provide the same level of smoke detection and alarm as required by this
section for smoke alarms. Where a household fire warning system is installed using a
combination of smoke detector and audible notification device(s), it shall become a
permanent fixture of the occupancy and owned by the homeowner. The system shall be
monitored by an approved supervising station and be maintained in accordance with
NFPA 72.
Exception: Where smoke alarms are provided meeting the requirements of Section
R314.4.
R314.3 Location.
Smoke alarms shall be installed in the following locations:
1. In each sleeping room.
2. Outside each separate sleeping area in the immediate vicinity of the bedrooms.
3. On each additional story of the dwelling, including basements and habitable attics but
not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with
split levels and without an intervening door between the adjacent levels, a smoke alarm
installed on the upper level shall suffice for the adjacent lower level provided that the
lower level is less than one full story below the upper level.
When more than one smoke alarm is required to be installed within an individual
dwelling unit the alarm devices shall be interconnected in such a manner that the
actuation of one alarm will activate all of the alarms in the individual unit.
R314.3.1 Alterations,repairs and additions.
When alterations, repairs or additions requiring a permit occur, or when one or more
sleeping rooms are added or created in existing dwellings, the individual dwelling unit
shall be equipped with smoke alarms located as required for new dwellings.
OFFICE Copy
Exceptions:
1. Work involving the exterior surfaces of dwellings, such as the replacement of
roofing or siding, or the addition or replacement of windows or doors, or the
addition of a porch or deck, are exempt from the requirements of this section.
2. Installation, alteration or repairs of plumbing or mechanical systems are exempt
from the requirements of this section.
8314.4 Power source.
Smoke alarms shall receive their primary power from the building wiring when such
wiring is served from a commercial source, and when primary power is interrupted, shall
receive power from a battery. Wiring shall be permanent and without a disconnecting
switch other than those required for over-current protection. Smoke alarms shall be
interconnected, see options.
Option 1: Hardwired,interconnected with battery back-up.
Option 2: Hardwired,wireless interconnected with battery back-up.
SECTION 8315
CARBON MONOXIDE ALARMS
R315.1 Carbon monoxide protection.
Every separate building or an addition to an existing building for which a permit for new
construction is issued and having a fossil-fuel-burning heater or appliance, a fireplace, an
attached garage, or other feature, fixture, or element that emits carbon monoxide as a
byproduct of combustion shall have an operational carbon monoxide alarm installed
within 10 feet of each room used for sleeping purposes.
Exception: This section shall not apply to existing buildings that are undergoing
alterations or repair unless the alteration is an addition as defined in Section R315.1.3.
R315.1.1 Carbon monoxide alarm.
The requirements of Section R315.1 shall be satisfied by providing for one of the
following alarm installations:
(1)A hard-wired carbon monoxide alarm.
(2) A battery-powered carbon monoxide alarm.
(3)A hard-wired combination carbon monoxide and smoke alarm.
(4)A battery-powered combination carbon monoxide and smoke alarm.
R315.1.2 Combination alarms.
Combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally
Recognized Testing Laboratory.
R315.1.3 Addition shall mean:
An extension or increase in floor area, number of stories or height of a building or
structure.
MIAMI-DADE COUNTY,FLORIDA
MIAMaM DE METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET,SUITE 1107
BUILDING CODE COMPLIANCE OFFICE(BCCO) MIAMI,FLORIDA 33130-1563
PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372-6339
NOTICE OF ACCEPTANCE (NOA) www.mlam1dade.c0Vtbu1ldl0gRode
Jeld-Wen,Inc.(OR)
3250 Lakeport Drive
Klamath Falls,OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed by Miami-Dade County Product Control
Division and accepted by the Board of Rules and Appeals(BORA)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 Division (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. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County
Product Control Division 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"6100 S/H&6400 D/H Premium Atlantic"Aluminum Single-/Double Hung Windows-L.M.I.
APPROVAL DOCUMENT: Drawing No.JELD0093,titled"Premium Atlantic 6400 D/H&6100 S/H
Alum.Window,LMP',sheets 1 through 8 of 8,prepared by PTC,LLC,dated 08/11/09 with revision"A"
dated 12/17/09,signed,signed and dated 02/11/10 by Robert J.Amoruso,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 Division.
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 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 No.07-0717.05 and consists of this page 1 and evidence pages E-1 and E-2,as
well as approval document mentioned above. Oyu
The submitted documentation was reviewed by Jaime J.Gascon,P.E. �/ ���
.05
�IMADE COUNTY NOA em er 12, 012
Expiration Date: December 12,2012
2710 Approval Date: March 17,2010
Page 1
Jeld-Wen,Inc(OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.JELD0093,titled"Premium Atlantic 6400 D/H&6100 S/H Alum.
Window,LMI",sheets 1 through 8 of 8,prepared by PTC,LLC, dated 08/11/09 with
revision"A"dated 12/17/09, signed, signed and dated 02/11/10 by Robert J.
Amoruso,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
along with marked-up drawings and installation diagram of double-/single hung
windows,prepared by National Certified Testing Laboratories, Inc.,revised Test
Report No.'s NCTL-210-3588-3 and NCTL-210-3209--4,dated 01/06/10
respectively,signed and sealed by Gerard J.Ferrara,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
along with marked-up drawings and installation diagram of double-/single hung
window,prepared p p d b National Certified Testing Laboratories Test Report No.
NCTL-210-32094,dated 08/16/07 respectively, signed and sealed by Gerard J.
Ferrara,P.E.
(Submitted under previous NOA No. 07-0717.05)
3. 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,TAS 202-94
along with marked-up drawings and installation diagram of double hung window,
prepared by Certified Testing Laboratories,Test Report No.'s CTLA-744W and
CTLA-744W1,dated 10/15/01 and 01/23/02 respectively, signed and sealed by
Ramesh Patel,P.E.
(Submitted under previous NDA No. 02-0408.02)
r
-J'aiiro P E.
ct C
Chief,Produontv`z"�n P
NOA No.09-0916.05
Expiration Date: December 12,2012
Approval Date: March 17,2010
E-1
Jeld-Wen,Inc(OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2007,
prepared by PTC, LLC, dated 08/11/09 and 02/11A0,both signed and sealed by
Robert J. Amoruso,P. E.
Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Building Code Compliance Office(BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours &Co.,Inc.
for their"DuPont Sentry Glass®Interlayer"dated 05/13/09,expiring on 01/14/12.
2. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours &Co.,Inc.
for their"DuPont Butacite®PVB,Interlayer"dated 05/13/09,expiring on 12/11A0.
3. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their"Saflex HP
Glass Interlayer"dated 04/17/2008, expiring on 04/17/2013.
F. STATEMENTS
1. Statement letter of conformance and no financial interest,dated August 11, 2009,
signed and sealed by Robert J.Amoruso,P. E.
2. Laboratory addendum letter for Test Report no.'s NCTL-210-3588-3 and NCTL-
210 3209-4,issued by National Certified Testing Laboratories,Inc.,dated January
06/2010,signed and sealed by Gerard J.Ferrara, P. E.
3. Laboratory addendum letter for Test Report no.'s CTLA-744W and CTLA-744W1,
issued by Certified Testing Laboratories, Inc.,dated November 13,2002, signed and
sealed by James Blakely,V.P.
(Submitted under previous NOA No. 02-0408.02)
4. Laboratory compliance letters issued,as part of above referenced test reports.
(Submitted under previous NOA No's 02-0408.02 and 07-0717.05)
5. Sales agreement dated November 30,2004 between Seasonshield,Jeld-Wen and
William J. Gills,signed by William J. Gills.
(Submitted under previous NOA No. 07-0717.05)
G. OTHERS
1. Notice of Acceptance No. 07-0717.05,issued to Jeld-Wen,Inc(OR) for their Series
"Premium Atlantic"6400"Aluminum Single Hung/Double Hung Windows",
approved on 10/112/07 and expiring on 12/12/12.
2. Sales agreement between Seasonshield,Inc. and Jeld-Wen,Inc.
(Submitted under previous NOA No. 07-0717.0.5)
Jaime I Gascon,P.E.
Chief,Product Control Division
NO 9-0916.05
Expiration Date: Dece1
Approval Date: March , 0
E-2 0)tille
JELD-WEN
q a
P".WUMATL""C 6400 DOUBLE HUNG& 6100
W
SINGLE HUNG ALUMINUM WINDOW, LMI gg
a w�
INSTAM"ONANCHORAGEDETAR S a
GENERAL NOTES: Z 9 O
INSTALLATION NOTES: o
1.THIS PRODUCT IS DESIGNED TO COMPLY NRH THE HIGH 4.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION
VELOCITY HURRICANE ZONE(HVHZ)OF THE 2007 FLORIDA REQUIREMENTS EXIST,USE OF AN APPROVED MIAMI 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 8.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL g rn
BUILDING CODE(FBC)AT THE DESIGN PRESSURE(S) DADE IMPACT PROTECTIVE SYSTEM IS NOT ANCHOR LOCATION SHOWN. INSTALLATION ANCHORS INTO MORTAR JOINTS.
STATED HEREIN.THE PRODUCT DETAILS CONTAINED REQUIRED. Z
HEREIN ARE BASED UPON SIGNED AND SEALED TEST 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS 8.INSTALLATION ANCHORS SHALL BE INSTALLED IN F z
REPORT#NCTL-210-35883 DATED 01(06N0,CTLA-744W, 5.WINDOW FRAME MATERIAL:ALUMINUM ALLOY: THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR ACCORDANCE WITH ANCHOR MANUFACTURERS C a oFO O td,
DATED 10/15/01.CTLA-744W 1,DATED 0123!02, 6063-T5(FRAME HEAD,SILL,JAMB) PRODUCT INSTALLATION. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL ' ggq-
NCTL-210,3206-4,DATED O1Po6/10 AND ASSOCIATED 6083-TS(SLIP-ON NAIL FPI) NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS Z U a w-•I °1 Z a
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR THAN THE MINIMUM STRENGTH SPECIFIED BY THE K a6 a
ACCORDANCE WITH CURRENT DADE COUNTY 6.GLASS MEETS THE REQUIREMENTS OF ASTM E1300. WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ANCHOR MANUFACTURER 0 Z
PROTOCOLS. SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH �3
7.DESIGNATIONS W AND O'STAND FOR THE OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS La
2.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE FOLLOWING: OF HIGH DENSITY PLASTIC OR BETTER. HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH U U
MASONRY AND 2X FRAMING ASA MAIN WIND FORCE X:OPERABLE PANEL THE FOLLOWING PROPERTIES: � g j
k
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND O:FDaED PANEL 4.FOR INSTALLATION INTO WOOD FRAMING,USE#10 WOOD FZ-
TRANSFERRING APPLIED PRODUCT LOADS TO THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. q Lu
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER S.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 314 B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF Q O ® �g
OR ARCHITECT OF RECORD. LOADS WAS NOT USED IN THE DESIGN OF THE INCHES. W
PRODUCT � yS)SHOWN HEREIN.WIND LOAD 3192 pal AND COMPLIES WITH ACI 301,ACI 318-05
3.1X PT BUCKS AND 2X PT WOOD FRAMING(WHEN USED) DURATION FACTOR(Cd=1.0)HAS BEEN USED FOR 5.FOR INSTALLATION THROUGH 1X PT BUCK TO CONCRETE AND ACI 355 2 °y
ill
SHALL BE DESIGNED AND ANCHORED TO PROPERLY WOOD ANCHOR DESIGN. /MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, C.MASONRY-STRENGTH CONFORMANCE TO ASTM w a
TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN USE 114 INCH T*W TAPCONS OF SUFFICIENT LENGTH TO C-90 AND ACI 530-05.GRADE N,TYPE 1(OR 0.
IL
AND INSTALLATION IS THE RESPONSIBILITY OF THE ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT(FOR GREATER). t
ENGINEER OR ARCHITECT OF RECORD. MASONRY)&1-3/4 INCHES(FOR CONCRETE).MINIMUM
EDGE DISTANCE IS 2-12 INCHES FOR BOTH CONCRETE&
MASONRY. PRODUCT REVIM
.' TIDBcr{h mo PlarWs
6.INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH Bu ldbV Cab
PERIMETER OF NAILING FIN WHEN APPLICABLE. Ac �� S
7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHEG,INCLUDING BUT NOT LIMITED TO
STUCCO,FOAM,BRICK VENEER AND SIDING. DJVL ien
Robert J.A—o ,P.E
FWrioe P.E.No.49752
TABLE OF CONTENTS
SHEET REV. SHEET DESCRIPTION
1 A GENERAL NOTES,INSTALLATION NOTES&D.P.CHART
2 A DOUBLE-HUNG ELEVATION&ANCHOR LAYOUTS
3 A SINGLE-HUNG ELEVATION&ANCHOR LAYOUTS
4 A VERTICAL SECTIONS '/VI
5 A TICAL SECTIONS
6 A RZONTAL SECTIONS GLAZING OPTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING
7 A LAZING&CORNER DETAILS LARGE MISSILE
e A BILL OF MATERIALS&COMPONENTS 1,2,3&4 *80.0/-60.0 IMPACT
531!4'MAX.O.A. 531!4"MAX.O.A.
FRAME WIDTH FRAME WIDTH o
o
50 1/2"MAX O.A 50 1!2'MAX O.A. o
SASH WIDTH SASH WIDTH
M
46 3/4'MAX.OA 46 3/4"MAX.O.A-
D.L.O.
.AD.L.O.WIDTH D.L.O.WIDTH U o
Lu
3T 32 3!4° el C 37' 32 314" �� E � °
MAX. MAX. 4 MAX. MAX. 4 a
O.A. O.A. K K O.A O.A.
761/4" SASH D.L.O. g X g SASH D.L.O. g X 6
MAX HEIGHT HEIGHT �� MAX HEIGHT HEIGHT �� g
OA -- ---
HE GHT ---- STEEL FRAME } STEEL $ $ a
37° 32 314" B REINFORCEMENT HEIGHT 37" 32 3/4" B ^ REINFORCEMENT g 9 0
MAX MAX. 4 X� MAX. MAX. 6 o
OA OA
O.A. OA u
SASH D.L.O. A SASH D.L.O.
HEIGHT HEIGHT WEEP NOTCH HEIGHT HEIGHT D4 j� WEEP NOTCH o
4 e� (0.5"x LEG HEIGHT) I (0.5"x LEG HEIGHT) ZE_
1 8
z088G„} �w z a
ELEVATION ELEVATION o
DOUBLE HUNG DOUBLE HUNG ,w,o>
FLANGE ELEVATION FIN ELEVATION w0 LU
EXTERIOR VIEW EXTERIOR VIEW >i z gy
ALL CORNER
SPACING IS FROM 3"MAX.FROM >0 g
6"MAX.FROM 10" MAX. INTERIOR BUCK CORNERS(TYP.)�{I I�+ 6"MAX a0 q =
CORNERS(TYP.) O.C.(TYP.) I I { 0
O.C.(TYP.) a
4"MAX.FROM �� 413 3"MAX.FROM ® DOCCREWSM
CORNERS(TYP.) P•) 4"MAX.FROM CORNERS(TYP.) �theFiaid°
n &- -.c
CTR.OF MEETING X A I 2-03"(TYP.) X �RAILS(1YPJ ��j /3"(TYP.) ----- // �Da&PwduaW
-- DWWM
4'MAX FROM el � Robert J.A.No.4 PE.
CTR.OF MEETING rr RAILS �\ 6" MAX• Pbnae P.E.No.ee7sz
mP•) X I I4 SPACES D.C.(TYP.)7"MAX.
O.C.(TYP.)10 ��
�(b I
�i
ANCHOR LAYOUT ANCHOR LAYOUT
DOUBLE HUNG DOUBLE HUNG
0 FLANGE INSTALLATION FIN INSTALLATION
EXTERIOR VIEW EXTERIOR VIEW
0
53114"MAX.O.A. 531/4- DTH Q
FRAME WIDTH FRAME
O �
501/2"MAX.O.A. 50112"MAX OA c
Imo_ SASH WIDTH SASH WIDTH
46 314"MAX.O.A. 46 3/4"MAX.OA C0 w
D.L.O.WIDTH D.L.O.WIDTH U
w
3r 32 3/4" eff G 3r32 3/4°
MAX. MAX. 5 MAX. MAX. 5 a a 8
O.A. OA. M M O.A. OA L L
SASH D.L.O. 6 0 6 SASH D.L.O. g O g ¢
7M16A11144" HEIGHT HEIGHT �� 7n6611//4" HEIGHT HEIGHT pe
O.A. O.A. -----
w m
FRAME " 4 FRAME O
HHT M fl g STEEL 37 32 314" STEEL z
REINFORCEMENT MAX. MAX, / REINFORCEMENT
9X oO.A. O.A. O.A. O.A. yS c$9w
0
SASH D.L.O. F WEEP NOTCH SASH D.L.O.
HEIGHT HEIGHT HEIGHT 5 /
HEIGHT 5 / (0.5"x LEG HEIGHT) oo WEEP NOTCH
/� (0.5"x LEG HEIGHT) F y=
zvowy z ¢
ELEVATION ELEVATION
�ZLL 01F
SINGLE HUNG SINGLE HUNG LU ui w �
FLANGE ELEVATION FIN ELEVATION z v w g
EXTERIOR VIEW EXTERIOR VIEW >~ LLI
ALL CORNER
6"MAX.FROM 10„;13'
SPACING IS FROM 3"MAX.FROM O g
CORNERS(TYP.) ( O.C. INTERIOR BUCK CORNERS(TYP.) B'MAX g rn a
rO.C.(TYPJ
� 0
4"MAX.FROM �� tL
3"MAX.FROM r ��
(.h,P) 4"MAX.FROM CORNERS(TYP.) PRODUCTRBVIS®
CORNERS(TYP.) CTR.OF MEETING g9 C01F;75N�-0020
g pait6 um Florida
RAILS(TYP.) gCod3"(TYP.) O -T ��� 3°(TYP.) elBY
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4"MAX.FROM
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CTR.OFMEEt 6. � XROEeRJ.AmoNso.P.E.
RAILS(TYPF or oe P.E.No.49752
X 4 SPACES O.C.(TYP.)
r MAX.
0O.C.(TYP.) 0 1
I6J
ANCHOR LAYOUT
ANCHOR LAYOUT t6
SINGLE HUNG
SINGLE HUNG
p� FLANGE INSTALLATION FIN INSTALLATION
" 9 EXTERIOR VIEW EXTERIOR VIEW
3/16"ITW TAPCON 1 112"MIN.EMBEDMENT #10 WOOD SCREW
18
2 MIN. INSTALLATION ANCHOR SHEATHING BY OTHERS INSTALLATION ANCHOR
518" c
CONCRETE BY OTHERS 27 2X WOOD FRAME
DISTANCE {DGESEE GEN NOTE 2,SHT.1& SEALANT BETWEEN FLANGE& BY OTHERS(SEE q�q
1X WOOD BUCK BY OTHERS `INSTALLATION NOTE 10,SHT.1) SUBSTRATE W/VULKEM 116 OR GEN NOTE 2,SHT 1) o
(SEE GEN.NOTE 3,SHT.1) / EQUIVALENT STRUCTURAL m w e
ADHESIVE SEALANT 314'MIN.
SEALANT BETWEEN FLANGE& EDGE DIST. I— o
o'< „• 1 314°MIN.
SUBSTRATE W1 VULKEM 116 OR PERIMETER SEALANT U
EQUIVALENT STRUCTURAL +'i:.:, EMBEDMENT w
BY OTHERS
ADHESIVE SEALANT g
EXTERIOR FINISH 24 1!4°MAX a a o
EXTERIOR FINISH 114°MAX BY OTHERS 14 1 SHIM
BY OTHERS SHIM SHIM AS REQ'D.(SEE a
PERIMETER SEALANT jWSEE
SHIM AS REQ'D.(SEE 22 INSTL.NOTE 3,SHT 1)
BY OTHERS INSTL NOTE 3,SHT 1) 9 4
EXTERIOR 23 19 3 INTERIOR
EXTERIOR 6 INTERIOR 1s 11 t2 0 o
9 c$9 v
VERTICAL SECTION E VERTICAL SECTION '
DOUBLE HUNG DOUBLE FIiJNG
FIN INSTALLATION
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FLANGE INSTALLATION WOOD FRAME SUBSTRATE F z
CONCRETE SUBSTRATE Z�1 O¢8 p m w Z a
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SEE GLAZING DETAILS �
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g I 3
fig10 12
VERTICAL SECTION a
MEETING RAIL
(ALL UNITS) 17
EXTERIOR 12 3 INTERIOR ODUCPRBV45ED
�plym$"ah 11m Fla"
odwg Code
SEE DETAIL 1s 0 e GHQ Q �� 1 6.05
ON SHEET 7 16 12 z3 4 SHIM AS REQ'D.(SEE D� Z0�2
INSTL.NOTE 3,SHT 1)
18 4 t1 22 19 14 By
EXTERIOR INTERIOR 2
1/4'MAX SHIM Dhism Prodlct
23 — 3 24
19 9 14 Robert J.A.0—,P.E.
PERIMETER } 2 1/4"MAX SHIM PERIMETER SEALANT R.11do PE,No.49762
SEALANT BY OTHERS 1 BY OTHERS 3/4"MIN.
SEALANT BETWEEN FLANGE& EDGE DIST.
SEALANT BETWEEN FLANGE& SUBSTRATE W/VULKEM 116 OR 2X WOOD FRAME BY OTHERS
SUBSTRATE W!VULKEM 116 OR ""�: ;'' EQUIVALENT STRUCTURAL
1X WOOD BUCK BY OTHERS (SEE GEN NOTE 2,SHT 1)
,• ADHESIVE SEALANT
EQUIVALENT STRUCTURAL (SEE GEN.NOTE 3,SHT.1) 1 112"MIN. 21 #10 WOOD SCREW
ADHESIVE SEALANT SHIM AS REO'D.(SEE EXTERIOR FINISH EMBEDMENT INSTALLATION ANCHOR
EXTIQR FINISH INSTL.NOTE 3,SHT 1) \__CONCRETE BY OTHERS BY OTHERS SHEATHING BY OTHERS
OTHERS (SEE GEN NOTE 2,SHT.1&
A VERTICAL SECTION INSTALLATION NOTE 10,SHT.1) D VERTICAL SECTION
DOUBLE HUNG
FLANGEINSTALLATION DOUBLE
IIUNG
CONCRETE SUBSTRATE FIN INSTALLATION
WOOD FRAME SUBSTRATE
0
N � '
19 3116"ITW TAPCON 1 112"MIN.EMBEDMENT #10 WOOD SCREW
INSTALLATION ANCHOR 2+
2 5/6°MIN. SHEATHING BY OTHERS INSTALLATION ANCHOR o �'
EDGE CONCRETE BY OTHERS(SEE GEN NOTE 2, 2X WOOD FRAME A
1X WOOD BUCK BY OTHERS rDISTANCE� SHT.1&INSTALLATION NOTE 10,SHT.1) SEALANT BETWEEN FLANGE& BY OTHERS(SEE GEN NOTE 2,SHT 1) 4�
II SUBSTRATE W/VULKEM 116 OR o
(SEE GEN.NOTE 3,SHT.1) EQUIVALENT STRUCTURAL # w
�: ".. 3/4"MIN.
SEALANT BETWEEN FLANGE& .:; 1 314"MIN. ADHESIVE SEALANT F
EDGE DIST. U °
SUBSTRATE W/VULKEM 118 OR gy
EQUIVALENT STRUCTURAL EMBEDMENT PERIMETER SEALANT omni ' S
ADHESIVE SEALANT BY OTHERS
EXTERIOR FINISHW�' SEE
EXTERIOR FINISH za 1/4"MAX a a
BY OTHERS114"MAX SHIM BY OTHERS to 1 SHIM
PERIMETER SEALANT SHIM AS REO-D.(SEE SHIM AS REQ'D.(SEE a
BY OTHERS 23 INSTL NOTE 3,SHT 1) 2a 9 a INSTL.NOTE 3,SHT 1)
J
EXTERIOR 11ETAIL 4 INTERIOREXTERIOR 23 10 ++ 3INTERIOREET 7 15 12 Q w o
I a o ' er
G VERTICAL SECTION VERTICAL SECTION
FLANGEGLE HUNG SINGLE HUNG
INSTALLATION FTN INSTALLATION F N In N
CONCRETE SUBSTRATE WOOD FRAME SUBSTRATE �y S 0 + F a
z8 GE i
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MAX.OA MAX.O.A. uj
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HEIGHT U U
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EXTERIOR 15 1 INTERIOR 5 A Dam 8012
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3 a SHIM AS REQ'D.(SEE
22 - 0 1a 22 INSTL.NOTE 3,SHT 1) BY
Thdc Ytuducli l
i to is +a
PERIMETER ` 114"MAX SHIM 2a 2 1/4°MAX SHIM Dt�n
SEALANT BY OTHERS
Robert J.Amonmo,P.E.
SEALANT BETWEEN FLANGE& PERIMETER SEALANT Florida P.E.N.49752
UBSTRATE W/VULKEM 116 OR ::" ' BY OTHERS 3/4"MIN.
r, 'i. 1X WOOD BUCK BY OTHERS SEALANT BETWEEN FLANGE& EDGE DIST, q
EQUIVALENT STRUCTURAL ,�' (SEE GEN.NOTE 3,SHT.1) SUBSTRATE W1 VULKEM 116 OR ZX WOOD FRAME BY OTHERS
ADHESIVE SEALANT SHIM AS REQT).(SEE
EQUIVALENT STRUCTURAL
EXTERIOR FINISH INSTL.NOTE 3,SHT 1) CONCRETE BY OTHERS (SEE GEN NOTE 2,SHT 1)
BY OTHERS (SEE GEN NOTE 2,SHT.1& ADHESIVE SEALANT 1 1/2"MIN. jib
INSTALLATION NOTE 10,SHT.1) EXTERIOR FINISH EMBEDMENT 21 INS#10 WOOD SCREWANCHOR
BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR
VERTInCG E SECTION OII VERTICAL SECTION
SINGLE HUNG
FLANGE INSTALLATION
CONCRETE SUBSTRATE WOOD
NOD FRAME AMS SUBSTRATE
BSTRATE
c A
1/4"MAX SHIM
3/4°MIN.EDGE DIST.
2X WOOD FRAME 114"MAX.SHIM 1 114"MIN.EMBEDMENT A
SHIM AS REQ'D.(SEE
BY OTHERS(SEE SHIM AS REQ'D.(SEE
GEN NOTE 2,SHT 1 INSTL.NOTE 3,SHT 1) MASONRY BY OTHERS
INSTL.NOTE 3,SHT 1) w
(SEE GEN NOTE 2,SHT.1&
2i #10 WOOD SCREW 7 8 3 12 3 a i.:• .!✓/ INSTALLATION NOTE 10,SHT.1) lU y
INSTALLATION ANCHOR /18"ITW TAPCON
INTERIOR Q gw w
INSTALLATION ANCHOR a w 2
CL
1 1/2"MIN. '
a �
EMBEDMENT 2 518"MIN.
EDGE DISTANCE
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SHEATHING BY OTHERS y''' ` ''"" EXTERIOR m
EXTERIOR FINISH �.."� 12 n m s yA. S o 0
BY OTHERS za PERIMETER SEALANT m D
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SEALANT BETWEEN FLANGE& SEE DETAIL 8 ON 1X WOOD BUCK BY OTHERS
SUBSTRATE W/VULKEM 116 OR SHEET 7 BY OTHERS (SEE GEN.NOTE 3,SHT.1) a o
EQUIVALENT STRUCTURAL
ADHESIVE SEALANT EXTERIOR FINISH SEALANT BETWEEN FLANGE& a w
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(SEE GEN NOTE 2,SHT.1&
zD #10 WOOD SCREW ' e 3 iz 12 3 a T +=' .': INSTALLATION NOTE 10,SHT.1) PRUDUCfRBVL4ED
INSTALLATION ANCHOR INTERIOR ..+ s 18"ITWTAPCON mcc- 0.8"13dwNwida
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1 1/2°MIN.
EMBEDMENT V V 2 5/8"MIN. iNflarm PMdUCI
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SHEATHING BY OTHERS EXTERIOR
RobwtEXTERIOR FINISH a 17 m n ,o 17 s Fl yaJP� 49752
BY OTHERS
SEALANT BETWEEN FLANGE& 24 SEE DETAIL 5 ON PERIMETER SEALANT 1X WOOD BUCK BY OTHERS
SUBSTRATE W/VULKEM 116 OR SHEET 7 BY OTHERS (SEE GEN.NOTE 3,SHT.1)
EQUIVALENT STRUCTURAL EXTERIOR FINISH SEALANT BETWEEN FLANGE&
ADHESIVE SEALANT BY OTHERS SUBSTRATE W1 VULKEM 116 OR
PERIMETER SEALANT MAX.O.A.FRAME WIDTH 53114" EQUIVALENT STRUCTURAL ff/1
BY OTHERS ADHESIVE SEALANT
0HORIZONTAL SECTION M HORIZO TALnmSECTION
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1/8"ANNEALED GLASS, TOP SASH FOR
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f \ 3 9 17 // �
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Robert J.A—o 'P.E.
2 Fbrba P.E.Na 48752
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GLASS SITE w JJ GLASS BITE t /
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GLAZING DETAIL 3 GLAZING DETAIL 4 DETAIL 7 (�
(GLAZE TYPE C) (GLAZE TYPE D)
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6063-T5 ALUMINUM 6063-T5 ALUMINUM ITEM# PART# DESCRIPTION MATERIAL MANUFACTURER o Q
0.050"TYP.THK. 0.060"TYP.THK. 1 11395 FRAME HEAD ALUMINUM 6063-T5 INDALEX/EXTRUDERS i!Z a
f 2.813'-+-{ 2 11344 FRAME SILL ALUMINUM 6063-T5 INDALEX/EXTRUDERS 99
2.813"-13 601GLB GLAZING BEAD ALUMINUM 6063-T6 INDALEX/EXTRUDERS co Wo
4 601VSI PULL RAIL FOR TOP SASH/LIFT RAIL FOR BOTTOM SASH ALUMINUM 6063-T6 INDALEX/EXTRUDERS yt
ppp - 2 200• 5 601TVI TOP SASH INTERLOCK ALUMINUM 6063-TB INDALEX/EXTRUDERS U o
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6063-T6 ALUMINUM 6063-T6 ALUMINUM 13 CRS STEEL REINFORCEMENT,(1/Z°X SW X FULL LENGTH) STEEL,ASTM A-36
0.050"TYP.THK. 0.050"TYP.THK. 14 - ALUMINUM SPRING LOCK(2 EACH AT HEAD&SILL) ALUMINUM
15 - FIBERGLASS MESH SCREEN FIBERGLASS - o 0
0.752' 1.758" 16 - METALLIC CAM LOCK 2-10°FROM EACH END OF MEETING RAIL DIE CAST METAL - $
17 64SHBKT FIXED SASH BRACKET 6100 SINGLE HUNG ONLY ALUMINUM INDALEX/EXTRUDERS m
�� 00
18 = 3116'ITW TAPCON-INSTALLATION ANCHOR STEEL ITW § g o
0.080° 2.325° 19 BULB VINYL WEATHER STRIP VINYL - a
1.130° 20 - #8 X 5/8"P.P.H.S.M.S. STEEL 1 N rn a
21 #10 PAN HEAD WOOD SCREW-INSTALLATION ANCHOR STEEL oo 0 F
0937° LIQ_' l 22 - SCREEN FRAME ALUMINUM - vi Z
23 - HOLLOW VINYL SCREEN SPLINE VINYL - ir Ir
24 45222 SLIP-ON NAIL FIN ALUMINUM 6063-T6 INDALEX/EXTRUDERS O o
5O TOP SASH Q BOTTOM SASH FRAME JAMB - - z� I
25 #8 X 2°PAN HEAD S.M.S. STEEL w w o
INTERLOCK INTERLOCK 6063-T5 ALUMINUM 26 648STOP SASH STOP NOT SHOWN -2/JAMB DIH;11JAMB S/H VINYL
6083-T8 ALUMINUM 6063-T6 ALUMINUM 0.050'TYP.THK. 27 64SCAM SASH CAM ALUMINUM W
0.050"TYP.THK. 0.050°TYP.THK. 28 64BG BALANCE GUIDE VINYL- - >z a
I_ 12.773° 29 - BALANCE TAKEOUT CLIP STEEL g O
1.199' �`�0.937' 30 64GASK-1,21 FRAME HEAD GASKET FOAM
2 005, T- -L 1.812" 1.112' 31 84GASK-3,4 FRAME SILL GASKET FOAM
T 7.199' t_ 32 SASH DUST COVER ALUMINUM 1 � a 2.005° W
14 SPRING LOCK 1s SASH LOCK n FIXED SASH 2a SLIP-ON 27 SASH CAMa.
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WNW ALUMINUM 6063-T6 ALUMINUM 0.063"TYP.THK.
0 SASH JAMB STILE @ VINYL WEDGE 13 REINFORCEMENT 0.785" 0.070'TYP.THK. 0.050'TYP.THK. gp �gE�fiD v
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0.045'TYP.THK 0.050'TYP.THK. 0'828' d � fes' Date OLE,
12AE `Y/ 1.375°
0.937----1 �- - �� 0.825° ✓ 0.687° 1.013' I 1
y ' I J `I�0.408' 0.® T T 0275°-�-{��
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T 3o FRAME HEAD GASKET 31 FRAME SILL GASKET 26 SASH STOP Florida P.E.No.49752
T FOAM FOAM VINYL
0.060"TYP.THK. 0.060"TYP.THK. 0.080"TYP.THK.
z6 BALANCE GUIDE Q TAKE OUT CLIP 32 SASH DUST COVER 0.575"
VINYL STEEL ALUMINUMrv, dd
149"7YP.THK. 0.050°TYP.THK. 2 579'3.02° 0.75° (4f
1.567" 2.803"
� 1.048°
0.715" 1.92'
1.602' ��-2.734"
r�
MIAMI•D�ADE
a MIAMI-DADE COUNTY,FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode
Jeld-Wen,Inc.
3737 Lakeport Blvd.
Klamath Falls,OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the
Board of Rules and Appeals(BORA)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 Division
(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. BORA reserves the right to revoke this acceptance,if it is determined
by Miami-Dade County Product Control Division 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: Clipped Aluminum Tube Mullion—L.M.I.&S.M.I.
APPROVAL DOCUMENT:Drawing No. 10-JWN-0001,titled"Clipped Aluminum Tube Mullion",
sheets l through 6 of 6,dated 03/09/10,with last revision dated 08/10/10,prepared by Engineering Express,
signed and sealed by Frank L.Bernardo,P.E.,bearing the Miami-Dade County Product Control Approval
stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control
Division.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name:
Jeld-Wen,Inc.
355 Center Court
Venice,Florida 34285
and the following statement: "Miami-Dade County Product Control Approved".
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 consists of this page I and evidence page E-1,as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
MIAMH ADE COU NONo.10-0406.03
� Expiration Date: September 22,2015
Approval Date: Setember 22,2010
-0/1 �r3 D�l A npplcgp
Jeld-Wen.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 10-JWN-0001,titled"Clipped Aluminum Tube Mullion",sheets I through 6
of 6,dated 03/09/10,with last revision dated 08/10/10,prepared by Engineering Express,
signed and sealed by Frank L.Bennardo,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 Jeld-Wen Premium
Atlantic Vinyl Fixed Windows (8300)mulled together with aluminum tube mullion,
prepared by National Certified Testing Laboratories,Test Report No.NCTL-210-
3383-2,dated 10/22/07,signed and sealed by Gerard J.Ferrara,P.E.
2. 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 Jeld-Wen Premium
Atlantic Vinyl Fixed Windows(8300)mulled together with aluminum tube mullion,
prepared by National Certified Testing Laboratories,Test Report No.NCTL-210-
3383-2A,dated 06/28/10,signed and sealed by Gerard J.Ferrara,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2007,
prepared by Engineering Express,dated 03/30/10,signed and sealed by Frank L.
Bennardo,P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office(BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of 2007 FBC conformance,issued by Engineering Express, dated
March 25,2010, signed and sealed by Frank L. Bennardo,P.E.
2. Statement letter of no financial interest,issued by Engineering Express,dated March
25,2010,signed and sealed by Frank L. Bennardo,P.E.
"'A
K
I�
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 10-0406.03
Expiration Date: September 22,2015
E-1 Approval Date: Se R 010
Qpy
FUN
CLIPPED ALUMINUM TUBE MULLION ° WM
"P _
LARGE AND SMALL MISSILE IMPACT RESISTANT g 1
u. NOTE:MULLION DESIGNATIONS(MULLION W,MULLION'S'AND MULLION'C') t11
PROVIDED IN DETAILS 1/1,2/1,AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE � 1v �
- � u Z
_ _ � -7 DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS SHOWN Z w t4'^
'FEN"ATION PRODUCT--- IN THE ABOVE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. fff®nnn agg
o
4 5 1 2 PER SEPARATE APPROVAL `�\ ; 4 5 1 2�\ #m f
MULLION°A'-,,
MULLION'A° MULLION OR W Z °--A
SUBSTRATE Za Q U LL Z '�
Wt9 w o
X93
MULLION°B' MULLION°C % 6��85TRNAOI'RE
FENESTRATION FENESTRATION
$
FENESTRATION FENESTRATION FENESTRATION N P SEPARATE P SEPARATE RODUCTPER m w 5 3 x
FENESTRATION PRODUCT PER w
PRODUCT PER PRODUCT PER PRODUCT PER3 APPROVAL APPROVAL .i D
SEPARATE SEPARATE SEPARATE 4 12 SEPARATE APPROVAL 4 1 a
APPROVAL APPROVAL APPROVAL 3 43 4
MULLION°A°
FENESTRATION PRODUCT PER $ 4 5 1.2 z u
�°W3' —'W4' -WS' SEPARATE APPROVAL 3 4 O �d
NOTES: ._1..
a 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH E
S$ TRANSOM MAY BE UNLIMITED,PROVIDED THAT MULLION N m <
LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED. v RC p
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS NOTES: NOTES: ec�+ E a w
SHALL BE PER SEPARATE APPROVAL 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE z E
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED MULLIONED TOGETHER AS SHOWN,PROVIDED THAT MULLIONED TOGETHER AS SHOWN,PROVIDED THAT gz
FROM DESIGN SCHEDULES. MULLION LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS m
z w
w
DETERMINED AS FOLLOWS: SHALL BE PER SEPARATE APPROVAL SHALL BE PER SEPARATE APPROVAL m Z
4.1. MULLION'A°: 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED = yyyO+++E�o
4.1.1. MULLION SPAN=Ll FROM DESIGN SCHEDULES. FROM DESIGN SCHEDULES.
4.1.2. TRIBUTARY WIDTH-(Wl+W2)/2 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE ]S
4.2. MULLION'S" DETERMINED AS FOLLOW: DETERMINED AS FOLLOW: £
4.2.1. MULLION SPAN=L2 4.1. MULLION'A°: 4.1. MULLION'A':
4.2.2. TRIBUTARY WIDTH=(W3+W4)/2 4.1.1. MULLION SPAN=Ll 4.1.1. MULLION SPAN-LI
4.3. MULLION°C 4.1.2. TRIBUTARY WIDTH-(Wl+W2)/2 4.1.2. TRIBUTARY WIDTH=(WS+W2)/2
4.3.1. MULLION SPAN-L2
4.3.2. TRIBUTARY WIDTH=(W4+WS)/2
MULLIONED FENESTRATIONFENESTRATION PRODUCTS FENESTRATION PRODUCTS
_ s PRODUCTS WITH TRANSOM z 3 MULLIONED VERTICALLY MULLIONED HORIZONTALLY ' ' '
e N.T.S. EXTERIOR ELEV. 1 N.T.S. EXTERIORELEV. 1 N.T.S. EXTERIOR ELEV. sm
GENERAL NOTES
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN 7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS
ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE,FOR USE WITHIN SHALL MEET ALL APPLICABLE CODE REQUTRE4ENT•S,e.g.WIND LOAD
AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/2021 RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC.
203 AND THE 2005 ALUMINUM DESIGN MANUAL 8. TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD
2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR
DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN HORIZONTALLY AS APPLICABLE.
USED FOR WOOD ANCHOR DESIGN. 9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
SRI3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE MANUFACTURERS'RECOMMENDATIONS.
WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A TOB-SPECIFIC 10. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE'G=0.55 OR
BASIS IN ACCORDANCE WITH THE GOVERNING CODE. GREATER DENSITY. /1ro �iA�
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE It. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREBY. V10 m ].Q-]wN-QQQ 1
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM, 177pe 2 �G SCALE. 101
THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED BRICK,AND OTHER WALL FINISHES. PfdAe Man uLtoN�
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. 1
�tlgp CONJUNCTION WITH THIS DOCUMENT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED WITH
S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING THESE MULLIONS.
STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY 13. MULLIONS SHOWN HEREIN MAY BE USED IN LARGE MISSILE IMPACT
OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS.
5� EXISTING STRUCTURE. 14. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR
®9 6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED PLATED.
OTHERWISE.
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FRANK L 8EKNARW'V.E
9
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TYPICAL I ti 0,
1.375° 0.312" --ll-
Ix=0.95 In^4
Sx=0.63 In^4 O i5.500°— �
y 0.750°
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MULLION NOTE:'GOAL-POST CLIP SHALL NOT BE 3.000" 0.438' ANCHOR LOCATION, 0.438'
, 1
.L 6°0 1'-O° 6063-T6 ALUM. USED FOR ANCHORAGE TO CONCRETE O O TYPICAL Z
OR HOLLOW CONCRETE BLOCK.
'GOAL-POST CLIP l.zso•-I Z Z
3 6"=1'-0` 6063-T6 ALUM. O S m w U
n ing O E u�p �F b'O
R ANCHOR
LOCATION, Z w
0.110" TYPICAL 7 I ld Z ? z
i 4.340` � If/ 01 1 3�>p o S
F ANCHOR LOCATION, 0.438 n waw o
z 0.29014-4 SIC 0315° }--}-0.290° a�
r 300°
En T 0.438°
.0ANCHOR 0.438°
0 0.125• c 00.310 I LOCATION,
R0.124°
TYPICAL
0.485"
g 1.250" O z o
¢ O ANCHOR o
LOCATION, n in g
1.68S" 0.970°-1.685°---t� TYPICAL m a i
NOTES'GOAL-POST CLIP SHALL NOT BE 0 O �"
He=2.0In^4 UFOR ANCHORAGE TO CONCRETE
SX=1.Q22In^4 SEDOR HOLLOW CONCRETE BLOCK.
1"x4" MULLION � GOAL-POST CLIP PLATE-CLIP c C-CLIP
6°=1'-0' 6063-T6 ALUM. 4 6°=1'-0" 6063-Tfi ALUM. 5 6•=1'-0° 6063-T6 ALUM. 6 6°=1'-O' 6063-T6 ALUM.
�
•a0 1 � 10-]WN-0001
Z l 3 PAGE DE80¢WnpN-
FRANK L 9ENNAR00,R
#PED046549 _
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0 0
X10 SMS OR SDS WITH FULL #10 SMS OR SDS WITH FULLZ Q n C
1'x3'OR 1'x4" THREAD PENETRATION INTO THREAD PENETRATION INTO ® v
MULLION-\ Z MULLION,(2)PER CLIP MULLION,(3)PER CLIP Q m F
1 2 1 z W VA
ui�^O 3
/ / W UJ 0
1'x3'OR 1"x4'�/ 1 s/ x°x3'OR 1'x4° —/ 1�/ 1 3/8' Z
MULLION MULLION
S10 SMS OR SDS #10 FLATHEAD #10 FLATHEAD t m z$
WITH FULL THREAD 1/2° SDS,(4)PER CLIP 1° "' SDS,(4)PER CLIP Z 9 �
PENETRATION INTO W w
MULLION Lq 3 r'^3 J
*10 FLATHEAD 2" Z" o w m
SDS,(4)PER CLIP 3' 4° .mi O€
1'x3"OR 1'x4° �'(T
i§
MULLION -——-- a
MULLION 6 1 2 --�% -_ — —— 1 1°x4" 6 2
MULLION
TYPICAL ATTACHMENT AT11 x3" MULLION ATTACHMENT AT 1"x4" MULLION ATTACHMENT AT
1 MULLION INTERSECTION W C-CLIP i MULLION INTERSECTION W C-CLIP 3 MULLION INTERSECTION W/ C-CLIP a
3 N.T.S. VERT SECTION 3 N.T.S. SIDE ELEV. 3 N.T.S. SIDE ELEV. }1�1.�1�
8XM �b.
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////� ������� EDGE //4" EDGE/� a a o EDGE DIST. 3" DGE DLST. Dom. 1 314' DIST / EXLSTLNG
EXLSTING HOST 2 3/4' HOST E
.� E�NG /��/ EMBED. STRUCTURE FJNBED. STRUCTURE
STRUCTURE ANCHORS ANCHORS
PER ANCHOR PER ANCHOR
ANCHORS SCHEDULE, SCHEDULE, FLATHEAD
PER ANCHOR 5 (4)PER CLIP uZ" 5 10SDSFLATHEAD (4)PER CLIP PER CLIP1, S SDS. PER CLIP
SCHEDULE, g g .
(4)PER CLIP
ALO FLATHEAD 3" q°
�- 1"x3'OR 1°x4° SDS,(4)PER CLIP
3 MULLION 1•x3" VW Sif
1 2 MULLION 1 MULLION 2
TYPICAL ATTACHMENT 1"x3" MULLION 1"x4" MULLION a
a WITH T-CLIP s ATTACHMENT WITH T-CLIP 6 ATTACHMENT WITH T-CLIP
3 N.T.S. SECTION 3 N.T.S. SIDE ELEV. 3 N.T.S. SIDE ELEV.
10-3W N-0001
SCAM =101
APP�'�a+oemphhgreeAthe pAaeuEscalPriaN,
0 Fkd FO
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0
FRANK L RENNARUO.P.E.
0PE0046549 '
8
EDGE jB
DIST. B4DIST. 1.950° rn B�. 'GOAL-POST CLIP(PART#3)
UNDERNEATH'GOAL-POS'P
ANY ANCHORS FROM Z 0 ry r+
sy F
ANY ANCHORS FROM CLIP PLATE(PART S4) ANCHOR SCHEDULE
EXISTING HOST ANCHOR SCHEDULE EXCEPT FOR ANCHORS Q itr m
STRUCTURE EXCEPT FOR ANCHORS ,n
3 3/8" 4 TO HOLLOW CONCRETE 1 2 TO HOLLOW CONCRETE (J,J(f] ui ^,O
BLOCK OR CONCRETE. LL U yg 3
MIN. I BLOCK OR CONCRETE. w W W=S X
> n
1 2 I 1.375° o <g"-0 QQ
010 FLATHEAD v W
SDS,(2)PER CLIP
Lu
NOTE:'GOAL-POST CLIP AND CLIP PLATE N r 3
EXTERIOR INTERIOR SHALL NOT BE USED WITH 3/16-TAPCONS 010 FLATHEAD SDS, p w
FOR ANCHORAGE TO CONCRETE OR HOLLOW (2)PER CLIP e 0
3/8°' � CONCRETE BLOCK.MAY BE USED ONLY FOR 4 a MIN. /2\ ANCHORAGE TO WOOD,ALUMINUM,OR
� STEED
4
TYPICAL ATTACHMENTTYPICAL ATTACHMENT
1 WITH 'GOAL-POST' CLIP 2 WITH 'GOAL-POST' CLIP o
[} N.T.S. SIDE ELEV. [} N.T.S. SECTION 1>' N �t_
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ANCHOR NOTES:
a ANCHOR SCHEDULE: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
TO HOLLOW BLOCK OR 3192 PSI MIN 2 ENSURE MINIMUM 2-5/8'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK.
CONCRETE HOST K OR 3192 3. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER
• RET 1HO T STRUS THRU 1X OR 2X WOOD OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD
BUCKS OR DIRECTLY INTO MASONRY/ FRAMING)• o
CONCRETE WITH 1-1/4'MIN EMBED. 4. WOOD
HOST STEEL OR ALUMINUM SHALL HAVE MINIMUM G-0.EDGE DISTANCE OF 1/Y.
S. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE"G=0.55 OR GREATER DENSITY.
TO WOOD BUCK OR HOST STRUCTURE .
6. ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE,
(Ov0MIN WOOD): EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.FOR SITE CONDITIONS DIFFERENT FROM THE t
.S5
• .55WOOD SCREWS WITH 1-1/2°MIN. CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL
THREAD PENETRATION. BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT
$ CONTROL DIVISION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE
TO 1/8"MINIMUM 8083-T5 ALUMINUM OR THE HVHZ,THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE
STEEOBTAINED,OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED
L HOST STRUCTURE:
• 910 ST STAINLESS STEEL SHEET METAL ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. 10-]WN-0001
J� SCREWS ST SELF DRILLING SCREWS WITH 7• WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY
OR
THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. App.Awo a wly wx vft lul
FULL THREAD PENETRATION THROUGH MAZ'62d
PAGE DESCRU noN:
8. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS
HOST STRUCTURE.
TO THE EXISTING STRUCTURE.
9. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH
'GOAL-POST'CLIP AND CLIP PLATE. ]
FMW L BENXUW,P.FFN
DESIGN SCHEDULE: 1"x3" MULLION WITH 'T-CLIP` OR 'C-CLIP' g T
wr
MULLION TRIBUTARYWB3iH
F
SPAN 18- 1 21- 1 24- 27- 30" 33' 38- 39' 47 1 46- 48- Sr
108' 27.5 23.8 1 206 18.3 16.5 1&0 138 127 118 110 10.3 f0 N O
100' 32.8 2&1 24.8 218 79.7 17.9 16.4 15.1 14A 13.1 12.3 I 11.1 Z O a$
98' 37.0 7 31.7 278 24.7 222 202 78b 17.1 168 14.8 138 I 128 T®®^J -V rYQi z
w ff1 W J�-.O
90- 449 388 3&7 30.0 _ 27.0 24.6 226 20_7 18.3 1&0 18.9 16.3 VA M f
86- 51s 44.1 38.8 34.3 308 2&1 2&8 238 221 20.8 19.3 178 W LL 3 V
11
84' 8&3 47.4 418 38.8 332 30.1 27.6 25.5 23.7 221 20.7 188 W 2 n.
Lu S..X i
_80' _ 84.0 _64.8 48A_ 427 38.4_ 34.8__ 32A 29.5 27.4 _ 25.8 24.0 21.7 rn )U'�w
78' 69.0 592 51.8 4&0 - -41.4 37.7 34.6 31.9 29.8 27.6 2&9 23.4 L!4 a 0�LL Z
7B- 74.6 64.0 56.0 49.7 448 40.7 37.3 ! 34.4 320 28.8 2&0 253 Z L m w$
77 75.0 7&0 868 6&5 627 47.8 43.9 1 40.6 37.6 3&1 329 28.8 W
p
68- 7&0_ 7&0 76.0 75.0 _88.4 _ 821 _57A i 526 488 __ 46.6 427 3&7 W w '�
80- -760 76.0-- 760 -75.0 7&0 76A 75.0--1__5M
70.0 8&0 80.7___ 58.9 _ 61.5
54- 75.0 75.0 75.0 75.0 760 75.0 7&0 7&0 76A 726 8&7 81.7 OW':
50.8' - 75.0 750 75.0 7&0 76A 76A 7&0 750 75.0 75.0 727 66.8 O
4W 75.0 764 75.0 .1. 7&0 ..0 75.0 1 75.0 750 75.0 76.0 69A q
47 7&0 7&0 7&0 7&0 75.0 75.0 7&0 7&0 75.0 t 7&0 7&0 7&0
38.4• 7&0 7&0 7&0 7&0 76.0 75A 76.0 750 75.0 7&0 7&0 7&0
38- 76.0 7&0 _750 76A 76.0 76.0 76 75A 75.0 7&0 _ 7&0 7&0
30, 7&0 75.0 75A 75A 7&0 7&0 7&0 76A 76.0 7&0 75.0 7&0
24' 76.0 75.0 76.0 76A 76.0 7&0 78.0 T6.0 7&0 76.0 75.0 76.0
DESIGN SCHEDULE NOTES:
1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE POSITIVE(+) O
AND NEGATIVE(-)DESIGN PRESSURES FOR USE WITH MULLION
SYSTEM IN POUNDS PER SQUARE FOOT(PSF). IFVI r Q, E
2. FOR DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS, w
SEE ELEVATIONS ON SHEET 1. 8 n p
S 9 FOR USE P PER
THE LALLOWABLE ESSER LOWABLE DESIGN PRESSURE.
MULLION ' U
DESIGN SCHEDULE: 1"X3" MULLION WITH 'GOAL-POST' CLIP a. GOALETEORHO MAY LOW ONCRETEBLOCK.INSTALLATIONS TO HE
CONCRETE OR HOLLOW CONCRETE BLOCK. �1"�'" £'�z
5. DENOTES CONDITIONS NOT ACCEPTABLE FOR USE. Z
E MULLION TRIBUTARY WmTH ® ?_
SPAN IW1 21- 24' 2P 30' 3W 38- 39- 47 45' 4W I Sr a. (yu w 9
108• 27.5 23.6 81.8 18.3 18b 16.0 138 _127 _11_8 11.0 10.3 fig'
100` 32.6 _ 2&1 _248 21.8 19.7 17.9_ 18.4 15L.1 14.0 13.1 123 11.1
.� 88" 3.0 317 278 24.7 22.2 202 18.6 17.1 160 148 13.9 128
'• 90-_ 44.9 38.5 337 1 3&0 27.0 24A 22.6 8L7_ 19.3 18.0 16.9 163
88- 51.5 "A 388 34.3 308 2&1 258 238 221 20.8 19.3 17.6
84- 653 47.4 41.6 368 332 30.1 27.6 25.5 23.7 72.1 20.7 188
80' 64.0 1 548 48A 427 3&4 349 320 29.5 27.4 258 24.0 1 21.7
78- 86.0 1 589 49.6 44.0 39.8 38A 33.0 30.6 2&3 28.4 248 22A
78° 878 6&1 60.8 462 40.7 37.0339 313 2&0 27.1 25.4 23.0
77 71.6 F. 59.7 47.7 429 39.0 368 3;1.0 30.7 1 28.8 288 243
8s 88' 76.0 88.8 68.6 620 488 42A 39.0 36.0 33.4 312 29.3 26.5 y
7 W 76.0 726 64.4 572 51.5 - "A 429 39.6 38.8 I 343 322 282 +85
w 75A 750 71.5 638 672 624 47.7 44.0 409 382 36.8 324
60.8' 76.0 , 76.0 76.0 879 81.1 Sfib 609 47A 438 40.7 3&2 34.8 0 ®®
$ 48- 760 760 7&0 _71.6 84.4 58.5 63.7 498 480 429 402 I 3&4
47 - - 750 760 _760 764 73A B89 61.3 -1-5g,g 526 4&1 4&0 41A
3&4- 750 780 760 75.0 75A 732 _ 671 61.9- _ 57.6 53.7 60.3 45A
38' 754 7&0 760 750 75.0 75.0 716 BBA 613 572 53.7 48A
30' 75.0 7&0 75.0 7&0 75.0 76.0 76.0 75.0 73.6 68.7 64.4 58.3
24° 750 76A1 75.0 76A 76.0 76.0 76.0 7&0 75.0 76b__1 7&0 729 g
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ZVENICE,FL 34285 160 SW 12th AVENUE,#106 ei
PHONE:(941)497-1984 DEERFIELD BEACH,FL 33442
a O CUPPED ALUMINUM TUBE MULLION R1:(954)3540660 FAx:(954)354-0443
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