HomeMy WebLinkAboutProduct Approval ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number:
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982 v/
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR: Window/door
y.
N WIN
Address: 7338 PINE CREST WAY
Legal Description: 22 36 39 THAT PART OF SEC 22 MPDIN OR 602-1183 AND KNOWN AS PINE CREK VILLAS BLDG 12 UNIT 32(MAP 33/22N)
(OR 895-101:2869-2934)
Property Tax ID#: 3322-233-0032-000-7 Lot No.
Site Plan Name: Block No.
Project Name: ROBERT VANDERZEE
Setbacks Front Back:_ Right Side: Left Side:
*- Mk ` acs : f
Additionalworkto e e orme un er t is permit-check aME-
appy:
aHVAC Gas Tank F_]Gas Piping _Shutters Q Windows/Doors
11 Electric Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction: Sq. Ft. of First Floor:
Cost of Construction:$ 2650.00 Utilities:0_Sewer ElSeptic Building Height:�—
VA
Name ROBERT S VANDERZEE Name: SCOTT BERMAN
Address:7338 PINE CREEK WAY Company: FLORIDA WINDOW AND DOOR
City: PORT ST LUCIE State:FL Address: 7108 FAIRWAY DRIVE#120
Zip Code: 34986 Fax: City: PALM BEACH GARDENS State:FL
Phone No.772-489-9808 Zip Code: 33418 Fax: 561-624-8037
E-Mail: Phone No. 561-340-4300
Fill in fee simple Title Holder on next page(if different E-Mail: HOWARD@FLORIDAWINDOWANDDOOR.COM
from the Owner listed above) State or County License: CGC1509450
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
r - g., d "
DESIGNER/ENGINEER: �Not Applicable MORTGAGE COMPANY: �Not Applicable
Name: _ Name: _
Address: Address: _
City: State: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: _Not Applicable
Name: Name:
Address: Address _
City: City:
Zip: Phone: Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a peri-nit will aut+ior ze the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for E ny restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing,consult with lender or an attorney before
commencing work or recording your Notice of Commencement.
_Signature of Owner/Lessee/Agent Signature of Contractor/License Holder
STATE OF FLORID STATE OF FLORIDA~��� / ;� /
COUNTY OF FLORIDA
� t�~ COUNTY OF Jrtz(� ���?.e L
The fo oing instrument was acknowledged efore me The forgoing instru en was acknowledged before me
this Nay of 20 10by thisa day of 20 1_�,by
RIOBERT S VANDERZEE SCOTT BERMAN
(Nam of person acknowle ging) (Name of person acknowledging}
i'
(S_
ign ure of Notary Pub c-State o Florida) gnature of Notary Pub - da tate of F o
Personally Known OR Produced Identification ✓ Personally Known t/_OR Produced Identification
Type of Identification Produced (���� _ Type of Identification Produced _ I
Commission No. �� (0� IS t%' /✓�,aRY p�e<<(Sea'6ARDSIMIKOFF
♦1SpRY YU6 i'
DARCI
MY COM�1iSSI0N#EE 830795
Notary ublic-State of Florida .,
•«
- my omm. xpi
Commission#EE 223639 Bo d tl Trru 6Ud a Se vices
Revised t}7I15/20I4
Bonded Through National Notary Assn.
REVIEWS FRONT ZONING I SUPERVISOR PLANS VEGET�710N � SEA TURTLE v' MANGROVE
COUNTER REVIEW i REVIEW REVIEW REVIEW REVIEW REVIEW j
i 6A_TE — ---__ - --- ------ —�
COMPLETE - {
INITIALS
- !
I
r orm Age 1 Ot-1
FLORIDA WIlVDOW AND DOOR
.7108 Fairway Drive QUOTATION
Suite #.120 2016-06-0311:07:20
Palm Beach Gardens, F133418 �;ndy
(561) 340-4300
Quote# Quote Date Good Thru MasterGrp DoPO? Sales Tax SalesPerson
r)�
200268 2016-06-03 2016-08-02 Yes
z3
Sold To: Requirements: Job Info:
Vanderzee Robert U-Factor. 0.00 Vander=Robert
SHG(: 0.00
D
Desiga PSF: +0/-0 30
Project
Vanderzee Robert
##U-Fac SHGC ` PSF Qty FuR Dwa4)don for Item J ✓ 1 Price Tar?
Ewh19zteaded
10 0.64 0.22+75/-75 3 AWP 1700 SH 25(CUSTOM 36 3/4 x 62 3/4)6/6 FLAT
M RNAL WIC[IG ReACT ANN LOWS CMR W/SCRN
J W/ARGON GAS W/SILL ANCHORS nJ
NOA:154IX03
FBC:12625.1
Taxable Sales Tax Installation Non-Tax Grand Total
_ $0.00 $0.00 .$0,09
httD://Www.surefireonline.net/csp/sfonUne/App.DocCommon.Forms.DoeFonn.cls 6/3/2016
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4212827 OR BOOK 3893 PAGE 2069, Recorded 07/25/2016 09:49:04 AM
i
r.
{
t
AFIF.k RF.C(MTANCrRF:IURN TO, tt
1'i�
MIT
.......... ..... .i t.
f
NOTICE OF COMMENCEMENT F
t
The undersigned hereby given notice that improvement will he made to certain real proper),and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement.
I.DESCRIPTION OF PROPERTY(legal description and street address)TAX FOLIO NUMBER: 3322-233-002-000-7 N
SUBDIVISIONSEEATTAC"ED BLOCK TRAC _—_LOT BLDG UNIT
7338 PINE CREEK WAY PORT ST LUCIE FL 34986
2.GENERAL DESCRIPTION OF IMPROVEMENT: INSTALLATION OF IMPACT WINDOWS AND/OR DOORS N
3.OWNER INFORMATION: a.Name ROBERT S VANDERZEE �_ 1
b.Address 7338 PINE CREEK WAY PORT ST.LUCIE FL 34986 c.interest in property OWNERS
�i
d.Name an...ddresr o1'feesimple titleholder(if other Than nwneri__.� — _____,_
4.CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER-
5.
UMBER 5.SURETY'S NAME,ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6.LENDER'S NAME,ADDRESS AND PHONE NUMBER: 192 i
7.Pcrscros within the State of Florida designated by Owner upon whom notices or other documents may he un•ed as provided by z
Section 713.13(1)(a)T.Florida Stalutew I>
NAME,ADDRESS AND PHONE NUMBER: _
K.In addition to himself or herself,Owner designates the following to receive a copy of the Lienm's Notice as provided in Section Z y
713.13 0 W.Florida Statutes: j
NAME ADDRESS AND PHONE.NUMBER:
9.Expiration date of notice of commencement(the expiration date is I year from the date of recording unless a different date is 2
specified) T:1
WARNING TO OWNER:ANY PAYMENTS AAADE BYE QW1R AMTER THF FXPIRATIO,h'OF THE NOTICE OF COMMENCEMENT = `
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAIr -R 713,PART I SECTION 713.13,I1.d2R10s STATUTES-AND CAN RESULT rn t
IN YOUR PAYING TWICE FOR IMPROVEME:N_TS TO YOUR PROPERTY,A NOTICE OF CQMM NCFiMENT MUST BE RECORDED AND
PASTED ON THE JOB SATs BEFORE.THL 11RST INSPL:(.TION. IF YOU INTEND TO.OUT _ANCINQ CONSULT WIT1i YQIJR
LENDER OR AN ATTORNEY BEFORE COMMENCING WORK QR_R'URDING YOUR NOT[QF QF COMMENCEMENT. � I
ROBERT S VANDERZEE/OWNER
Signature of Owner or Print Name and Provide Signatory's TRIe/Otftce {
Owner's Authorized Offlctr/D(nctur/Partner/Manager r' r
c !
� f
Stale of Florida i
County of S� ,t u C,
The frnegoing instrument was acknowledged before one this - __day of 20 l I
By ROBERT S VANDERZEE _ OWNER
(Nance of person) (Type of authority...e.g.Owner,officer,trustee.attorney in fact)
For ROBERT S VANDERZEE
(Name of party on behalf of whom instrument was a ecutrd) Personally Known_or produced the following type of li):
LL 1 OARCt E.IVEY (
°. %'s Notary Public-Stats of Florida 1'
(Pi inted Name of Notary Public) (Signature of Natary P hlic) My Comm.Expires Aug 25,2016
'� Commission#EE 223639
CW
Under penalties of perjury,I declare that I have read the foregoing and that tl c facts in to th@oPf�li�4f kil(9pHilati(En.
belief(section 92.525,Florida Statutes).
I
g, r
Signatures)of Owmeris)or Owtwr(v)'Authorized Ofrcer/Direc STATr D F FLUng�rAwhe signed above: ¢
ST.LUCIE COUNTY 6.
Rr••IMl.NM21g1(klvNitii REDACTED CORV OF THE ORIGINAL i
ONFILE IN THIS 0"i",1
E.Slvlil' '1L':itKByLI-TSEPH
p leek.
Date:
F Y
O
0. omitU
(Not Replacing) MRH 12'
1. Single Hun Window
((Series 1700 C
t+10A 15 00103
2. Single Hung Window 8
M5115'
e es Wool ab
OA 15.0130 03 •
3. Single Hung Window V
No 15-0130.03
0 F� 0
O
Bedroom to
c co
R
M
LL
p "� c
Living Room Adjoining c 2
Townhouse it
Dining Room 0
(x63)
Office
(y>'4N W 0)
L i>> M
Kitchen u
M U .�
Bath Room >
•gyp coo u3
Main Door O M
Egress a
Bedroom `°P""°'�' 'C"
WALL
NOT TO SCALE
Jul 15,2016
-W RIP
Site Plan
�P
1
Florida Window and Door Co.
7108 Fairway Drive,Suite 120 Tel.(561)848-4900
Palm Beach Gardens,FL 33418 floridawindowanddoor.com
Property Information Building Information
Owner: Robert Vanderzee Wind Zone: 160 MPH.
Address: 7338 Pine Crteek Way Exposure Category: C
Port St.Lucie,FL 34986 Minimum Building Dimension: 40 ft.
Mean Roof Height: 12 ft.
Risk Category: II
Design Pressure Calculations
Opening ILF Location LDevice Device Device IFMax Positive Maas Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 End 37 63 7 32.4 -42.7
2 End 37 63 7 32.4 -42.7
3 End 37 63 7 32.4 -42.7
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page 1 of 1
MIAMI•QADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) _ www.mismidadtgov/economy
AWP Windows and Doors,LLC
8130 NW 74"Avenue
Medley,FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid alter the expiration date stated belov�. The Miami—Dade County Product
Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurancepurposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur tha expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code including the High Velocky Hurricane Zone.
ESCRIPTION: Series"1700,Impact View"Aluminum Sin le Hmng Window-L.M.I.
PRQVAL DOCUMENT: Drawing No. W03-105, titled."Series-1 700 Impact View Alum Single Hung
Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dated 05/24/15, prepared by Al-Farooq
Corporation, signed and sealed: y Javad Ahmad, P.E., bearing the Miami-Dade CountyProduct Control
Revision stamp with the Notice, of Acceptance number and expiration date by the Miami-Dade County
MISSILE IMPACT RATING:Large and Small Missile Lnpact'Rmsistant
Each unit shall ear a permanent label wi a manufacturers name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product4,Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall .e considered after a renewal applicat}on has been filed and there has been
no change in the applicable building code negatively affecting the perf�7,mance of this product.
TERMINATION of this NOA Will occur after the expiation date orif there has been a revision or change
in the materials, use, and/or madofacture of the product or process. !Misuse of this NOA as an endorsement
of any product, for sales, advertZsi ing or any other purposes shall autoinatically 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 word 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. sY
INSPECTION: A copy of this entire NOA shalt 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.
*l'his NOA revises NOA#13-044,0.09 and consists of this page I and gidence pages E-1 and E-2,as well as
p.pproval document mentioned a�ove.
The submitted documentation wos reviewed by Manuel Perez,P.E.
NOA No. 15-0130.03
Dj0'DE n Gly apiration Date: April 29,2019
Approval Date: July 09 2015
Page 1
AWP Windows and Doors L:
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
{
M DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W03-105,titled "Series-1700 Impact'View Alum Single Hung Wdw:",
sheets 1 through 6 of 6,dated 11/19/03,with revisi6n I dated 05/24/15,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
B. TESTS ,
1. Test reports on: 4)Air Infiltration Test,per FBC, TAS 202-94
7}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 di4gram of a series 1700 impact view
aluminum single hung window, prepared by Feriestration Testing Laboratory, Inc.,
Test Report No.tFTL-8413,dated 06/15/15, signed and sealed by Idalmis Ortega,P.E.
2. Test reports on:'1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC;TAS 202-94
4) Large Missile Impact Test per F$C, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a series 1700 impact view
aluminum single hung window, prepared by Fer°;,estration Testing Laboratory, Inc.,
Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan,
P.E.
(Submitted under NOA#OS-0311.01)
3. Test reports on: b 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 FBG'i 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 241-13.2.1,TAS 202-94
along with marked-up drawings and installation diagram aluminum horizontal sliding
window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4332, dated 12/09/04, signed and sealed by Edmundo Largaespada,
P.E. (For Reference Only-to qualify glass types C&D).
(Submitted under NOA#05-0311.01).
VE
Manuel PereM4.
Product Control Ex nd
NOA No. 15-0130.03
Expiration Date: April29,2019'
Approval Date: July 09 2015
E-1
AWP Windows and Doors.L[.0
NOTICE OF-ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014),dated 06/19/15,prepared by Al-Faxooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kpraray America,Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter;of conformance, complying with I+BiC-5'h Edition (2014), and of no
financial interest, dated June 22, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.
2. Proposal No. 14-0777 issued by the Product Control Section, dated September 8,
2014, signed by Manuel Perez,P.E.
3. Asset purchase agreement dated March 20,2014, signed by Mr. Paul Schmitz, Chief
Executive Officer and President,Trulite Intermedizie Holding,LLC and Mr. Tim
Moris, Jr.,President and C.F.O., AWP Windows and Doors,LLC.
4. Letter from owners of existing NOA stating that they have sold all assets to the
applicant,that they no longer manufacture the product and relinquish their rights to the
current NOA,dated April 20, 2015,signed by Mr. Kevin Barrett, Chief Financial
Officer,Trulite Window&Door Solutions, LLC.
5. Statement letter for Name Change Request dated July 15,2014, issued by AWP
Windows and Doors,LLC, signed by Gerardo Beres,Director of Engineering.
G. OTHERS
1. Notice of Acceptance No. 13-0430.09, issued to Trulite Window & Door Solutions,
LLC for their Series "1700 Impact View" Aluminum Single Hung Window— L.M.I.,
approved on 08/01/13 and expiring on 04/29/19.
Manuel Pe , E.
Product Control xa196ner
NOA No. 1W.30.03
Expiration Date: Apr1129,2019
Approval Date: July 09 2015
E-2 s
' 10 1/4' - 10 1/4' 4.
GI
8'MAX. A HAD FALSE MUNiWS 8'MAX.__ AT HEAD FALSE MUNTINS o
HEAD (SURFACE APPLIED) HEAD rA (SURFACE APPLIED)
CORNERS 4 MAIL,� MAY BE USED CORNERS 4 MAX.
MAY BE USED O
(3)ANCHORS
a =1lI1iI=7/� IiIIiI
ANCHORS
TC. LE ENDYYAROSTILE
E
NDS
AT 3-3/4'D.C. u AT 3-3/4'O.C.
aO A-. OATN
I�i II II II '/ II 8 M
` O D II '8 II � D 11 B ii
tY! 5 II 4 11 fL S II 4 II /7y
13O <�
� Z 0��� Q
Z aim o: z Ilp�wInnYN11 �j
o II II /b
- 4 4 ii ii U 7S
w 21
8'MAX.
101/4'
SILL �y
47 1/4- CORNERS SILL T199W
INDOWS WITHOUT
SIL ANCHORS_ D•LOPC.
WINDOWS WITH47 1/4' 4 rD
FOR
SEE SHEET
VENT 1/8.50 SILL
SEE ANCHORS SHEET 3 D.L.OPG. r M
FOR CAPACITIES 50 1/8•
53 1/8' VENT WIDTH 3 S
WINDOW WIDTH
53 1/8' Zrc
3
TYPICAL E WINDOW WIDTH i Zo 8 vS
SERIES-1700 IMPACT VIEW e0�
r �
ALUMINUM SINGLE HUNG SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 3.
-APPiiOA/AL APPLIES TO SINGLE UNITS OR SIDE BY SID: GOMBINATIONS
OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI-DADE COUNTY
APPROVED WINDOWS USING MIAMI-RADE COUNTY APPROVED MULLIONS L�
IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Y!
WILL APPLY TO ENTIRE SYSTEM.
a BSS=
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE n 8 h n
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYHURRICANE ZONE (WHZ). a $$ry
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR URGE& SMALL MISSILE IMPACT. c u _
LOADS TO THE STRUCTURE. SHUTTERS ARE NOT KOUIREO.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS Ener:JAVAD AIMAD PRODUCT REVISED j
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - CNIL as canMYins with the Ploew S �T
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE IFLA'PE J 70592 Building Code -
NOT PART OF THIS APPROVAL. CAN. AcCeplu-No/9-0/30.03
\�� Ex imlion Dab2017S b
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �-
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. � 20�5 A' Dade Codf drawing no.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE - - W03-105
REQUIREMENTS OF T14E FLORIDA BUILDING CODE. sheet of B
3/16"ANN.GLASS 3/16'HEAT STREN'0 GLASS 3/16'HEAT STREN'D GLASS t
I
090'Interloyer - 090•Interlayer 090•Interloyer '
Sallex Clear Arid Color Glass Sollex Clear And Color Gloss DuPont Butocite PJB Z
By'Eastman Chsmkal Co.' By'Eastman Chemical Co.' By'Kuroroy America.Inc.' 01
3/18'ANN.GLASS 3/16"HEAT STREN'D GLASS 3/76'HEAT STREN'0 CLASS 1�"g
BULB VINYL BULB VINYL BULB VINYL [1 v
YH-622 YH-622 YH-622 (yey
D
i SILICONE z SILICONE i SILICONE
3 DOW CORNING 1199 's DOW CORNING 1199 4 DOW CORNING 1199
GE 2600 GE 2800 GE 2800 333W
SCHNEE MOREHEAD 5731 SCHNEE MOREHEAD 5731 II SCHNEE MOREHEAD 5731
� it 11 11 II �, II 13
AT 1/4 POINTS ON UTES
AT 1/4 POINTS ON Lf1ES 2 AT 1/4 POINTS ON LYES 4 f
WIDER THAN 36"ONLY WIDER THAN 36"ONLY WIDER THAN 36'ONLY
WLAS�'TYPE 'A' GLASS 'TYPE 'C' GLASS TYPE 'D'
1/4"AIR SPACE 1/4"AIR SPACE O
1/8'HEAT STREN'D GLASS 1/8"ANN.GLASS 8
1/8"TEMP.GLASS 1/8•ANN.GLASS—\
090'Interloyer 090•Inbdoyer D>
So ex Cleor And Color Gloss Sa1Nz Gear And Color Gloss �4 Q
DURASEAL SPACER rBy'Eastman Chemical Co.' OURASEAL SPACER B''Eastman Chemical Co.' '5 M
BY'QUANEW 1/8•HEAT STP.EN'D CLASS BY'QUANEX' 1/8'ANN.CLASS n M
8 n
BULB VINYL BULB VINYL H L;
YH-022 YH-622 F Zo
i SILICONE i SILICONE l r7 W
DOW CORNING 1199 DOW CORNING 1199
GE 2800 GE 2600
1 CORNING 995 n 1 CORNING 995 O
�I AT 1/4 POINTS I AT 1/4 POINTS $
ALL SIZES ALL SIZES a g
GLASS TYPE 'E' GLASS TYPE 3
GLAZING OPTIONS
� eBB,g'1:
EXTERIOR PLY OF GLASS TYPE 'F' MUST BE TEMPERED TO
QUALIFY FOR SMALL MISSILE IMPACT RATING. ._
- Figr:JAVAD AIIMAD PRODUCT REVISED
CML as candying wilh On PIMds
FIA.PE 2 Building Code x
t 1 Bx'Mlar Dale
R03-105
sheet 2 Of
EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS - EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS �� Q
DH819N LOAD CAPACITY- PSP DESIGN`DOAD-CAPACITY-jW N - DESWN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY -PV U6
GLASS TYPES GLASS TYPE - GLASS TYPES GLASS TYPE GLA38 TYPE9 GLA H CUSS TYPES CU
' SS TYPE.- � n
WINDOW DIPS. 'A', 'C', 'D' OR 'H' 'F' WINDOW DIMS. 'A', 'C', 'D' OR "H' F. WINDOW DIMS. A', "C', 'D' OA'E' F' WINDOW DIMS. 'A'. 'C', V OR 'E' 'F' {{{111 pp
WD7H !EIGHT EXT.(+) 1NL(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NL(-) ERT.(+) INT.(-) WIDTH Hmw EXT.(+) INT.(-) Exr- .(-) WIDTH HEIGHT D7.(+) INT.(-) EXT.(+) INT.(-) O J
19-1/8" 90.0 140.0 75.0 75.0 19-1/8" 90.0 140.0 -75.0 75.0 f9-1/6' 90.0 140. 75.0 75.0 19-1/8' 90.0 140.0 75.0 15.0 333
26-1/2' 90.0 140.0 75.0 75.0 26-1/2" 9010 140.0 7&0 75.0 26-1/2' 90.0 M.0 73.0 75.0 26-1/2' 90.0 140.0 750 75.0 �
32' 26' 90.0 140.0 76.0 75.0 3Y -5/6, 90.0 140.0 .75.0 75.0 32' 28" 90.0 140.0 75.0 75.0 3Y 50-5/6, 90.0 140.0 75.0 75.0 8
37" 4 90.0 140.0 75.0 75.0 37' 90.0 140.0 75.0 75.0 37" 90.0 140.0 7&0 75.0 37" 90.0 140.0 75.0 75.0
42' () 90.0 140.0 75.0 75.0 42' (» 90.0 140.0 1 75.0 75.0 42' (4) 90.0 140.0 7&0 7&0 42" (7) 90.0 140.0 75.0 75.0
46' 90.0 140.0 75.0 75.0 48' 90,0 131.5 75.0 75.0 48' 90.0 _ _140.0 7&0 75.0 48' 90.0__ 131.8 75.0 75.0 Q n
SS-1/8' 90.0 134.9 75.0 75.0 53-1/8' 904 114.8 75.0 75.0 53-1/8" 90.0 140.0 7&0 75.0 53-1/8' 90.0 114.8 75.0 75.0 (�
19-1/8' 90.0 140.0 7&0 7510 19-1/8' 904 140.0 ` 754 75.0 19-1/6' 90.0 140. 7&0 75.0 19-1/8' 9010 140.0 756 d75O
Q'
26-1/2' 90.0 140.0 75.0 75.0 26-1/2' 9010 140.0 7&0 75.0 28-1/2' 90.0 140. 7&0 75.0 26-1/2' 9010 140.0 7.0 8 a
32' 90.0 1140.0 7&0 75.0 3Y 83' 9010 - 140.0 75.0 7&O 32" 90.0 140.0 75.0 7&0 32' 63 90.0 140.0 75.0
ST 38-3/8' 90.0 140.0 75.0 . 75.0 37' (9) 9010 140.0 ,75.0 75.0 37' 38-3/B' 90.0 1404 75.0 75.0 3Y (9) 90.0 140.0 75.0
42' (5) 90.0 140. 75.0 75.0 42' 9010' 140.0 7&0 7510 4Y (5) 90.0 140. 7&0 _75.0 42' 90.0 140.0 75.0 =
40' 90.0 126.3 75.0 75.0 19-1/8" 90.0 140.0 7&0 75.0 48' 90.0 140.0 7&0 75.0 19-1/5' 90.0 140.0 75.0 53-1/8' 90.0 114.3 75.0 75.0 28-1 2" 74-1/4' 74-1/4' "1/ 9010 140.0 7&0 75.0 53-1/6' 90.0 138.3 7&0 75.0 26-1/2 900 1400 75.0
.00.0 .r 14D.0 .75.0 75.0 s2' (°) ..1. 90.0'z,_I 3X0.0 75.0 TT,R.. i9-1/R' I - Yn,O.. 140.0 75.0 i 73.1 °) u0.q 110.0 73.c pr734
26-1/2' 90.0 140.0 75.0 75.0 • NO. IN PARENTHESIS INDICATE 26-1/Y 90.0 140.0 7&0 75.0 + NO. IN PARENTHESIS INDICATE
32' 50-b/6' 90.0 140,0 75.0 75.0 NO. OF ANCHORS PER JAMS. 32' 90.0 140.0 75.0 75.0 NO. OF ANCHORS PER JAMS. U
" JJ
37" (7) 90 50-5/8'.0 140.0 7&0 75.0 37" 90.0 140.0 7&0 75.0 1
42' 90.0 140.0 7&0 75.0 42' (7) 90.0 140.0 75.0 75.0 n
4E' 9D.0 129.1 75.0 75.0 48'. 90.0 129.1 75.0 75.0 ,R
53-1/8' 90.0 112.7 1 75.0 75.0 A/2
90.0 112.7 75.0 75.0
19-1/8" 90.0 _140.0 7&0 75.0 % i 90.0 140.0 7&0 75.0 „ 2i
2d-1/2' 90.0 140.0 .7&0 75.0 FE _ -
_ r 90.0 140.0- 7&0 73.0 = ZQ�
S2' 90.0 140.0 7&0 75.0 0 90.0 140.0 o S 1 o
37' 63' 90.0 140.0 7&0 75.0 x 'O ,tc - x n JtiH 90.0 140.0 7&0 75.0 < .h M42' (9) 90.0_ 139.7 7&0 75.0 Sao 139.7 9D.0 113.7 75.0- 75.0 90.0 113.7 75.0 75D Z 353-1/8' ".a 9&1 75.0 75.0 )° 9J.0 9&1 75.019-1/8' 920 140.0 754 75.0 - 90.0 140.0 75.0 75.026-1/2- 90.0 140.0 73.0 75.0 26-1/2 - 80.0 IIOA _7b.0 _78.0
32' 90.0 140.0 75.0 75.0 -W-� 32' 90.0- 140.9_ _75.0 _75.0
74-1/4' 37, 74-1/4' 90.0 140.0 75.D 73.0
]7" 90.0 140.0 7510 75.0
42' (9) 90.0 -132.7 7510 75.0 4Y (9) 90.0 132.7 75.0 7310
48' 90.0 106.7 75.0 75.0 46' 90.0 103.7 TSD 75.0
63-1/8' 90.0 1 90.0 75.0 75.0 53-1/6 30.0 90.0 7 7510
5.0 �',
•
14c,#, FARE;4THESIS INDICATNI
E .. - _ I *:NO.JN PAREHF95 IMCKIr I i it
N0. OF ANCHORS PER JAMB. NO. OF ANCHORS PER JAMB. - �f
WINDOWS WITHOUT WINDOWS WITH
SILL ANCHORS SILL ANCHORS
- � assc
x = .2c2
n 6
Eigr.,Y1YID AHW1D PRODUCT RE
CMC VISED •1 3
7t
W W M.PE i 70592 '1� WW'I^8 with the FlOdde
CAN. Dt"kImS Code
Am�a Nu 15-0/30.404g {
NOTE: / Ez'rmimDNe / /9 $ Y 8
CLASS CAPACITIES ON THIS SHEET ARE JUN�M14 D7
BASED ON ASTM E1300-09 (3 SEC. GUSTS) / D6d/Pn1did drawing no.
AND FLORIDA BUILDING COMMISSION (� / W03-105
- DECLARATORY STATEMENT DCA05-DEC-219
sheet 3oT g
• TYPICAL ANCHORS LU
SEE ELEV.
FOR SPACING
. .. 1 CK STRUC1l1tiE
n ". .WQOD BUCK.` __._._ jMETAL MIAMI-DARE COUNTY APPROVED Z
EDGE DIST. EDGE
AA IDIST-+I MULLION k MULLION ANCHORS Q F
• °s. °? E GIST. I SEE SEPARATE NOA
I EDGE DIST. p r5
A
/Z"� HORS TYPICAL ANCHORS TYPICAL ANCHORS FYEV. SEE ELEV. -SEE ELEV.
FOR SPACING FOR SPACING FOR SPACING
LL
o — Y - 3Z"`
WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS SPACINGg
MUST SUSTAIN LOADS IMPOSED By.,GLAZING SYSTEM '-WIL ULB=N BY 177 KSI, FY-155 XSI
ij ji AND TRANSFER THEM-TO THE BUOING'STIRUCTURE.
it !i STRUCTURES 1q
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1B BUCKS INTO CONC. OR MASONRY z
ii 14 13 12 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) v
17 -- DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
9 16 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) s _�
5
1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE E CRS) M
INTO METAL STRUCTURES 3TJ
REINFORCING RE00. ! !! STEEL 1/8" THK. MIN. (Fy 36 KSI MIN.) Z z ;,
AT GLASS TYPE,
A.C D ONLY i! i! ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) i �'
B '! it OJ•.•
I I
((STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t28
012 SMS OR SELF DRILLING, SCREWS (GRADE 2 CRS) GA J
nu _
0 i S INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK• = 1/8") T
(NO SHIM SPACE)
t
TYPICAL EDGE DISTANCE
L -
INTO C.J11CntiE*&,-WSONRY_.2-t/! MIN.
G o 0
INTO WOOD STRUCTURE = 1' MIN.
11 INTO METAL STRUCTURE = 3/4" MIN. c
el I 10 WOOD AT HEM, SILL OR JAMBS SG - 0.55 MIN. 14 9
CONCRETE AT HEAD, SILL OR JAMBS Pe - 3000 PSI MIN.
wt 1 B C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN.
I n o g g o
I 2 4
OW2u s SEALANTS:
C FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL
SEALED WITH WHITE/ALUMINUM COLORED SEALANT.
Engr.,MwAD AHMAD PRODUCT REVISED w •A 4
WEEPHOLES: ChR mo plying with Ula Ph"
• DA PE 70592 Building Glide
I.i EDGE D•1ST. I W 1 = 1/2- WEEP NOTCH AT EACH END cAN. p Ampuucc No 1 1 .O$9 k
•
TYPICAL ANCHORS AT SILO '1 I W2 = 3/4" WEEP NOTCH AT EACH END I irnionDum /f�J p 8
. \ I
I,.\,\.—USE WHEN REWIRED v I I . �i Dy 8
. .'- SEE SHEEP 3 FOR CAPACITIES O'. / M Dade Product Conlrol IrdrTI1,971 SEE ELEV.FOR SPACINGEDGE asr �y
sheet 40f 6
ITEM/.. PART/ REQD. DESCRIPTION MATERIAL MAN?./SUPPLIER/REMARKSL07u—,
` 1 YE-1700 1 FRAME HEAD 6063-T6 o
- I
2 YE-1701 1 FRAME SILL 6063-T6 - Z
3 YE-1702 2 FRAME JAMB W63-T6 - J
4 YE-1703 1 FIXED MTG.RAIL 6063-T6 - �',
5 YE-1704 1 VENT TOP RAIL 6063-T5 -
5 YE-1705 1 VENT BOTTOM RAIL 6003-TS - A
7 YE-1706 2 VENT SIDE RAIL 6063-T5 - CY
6 YE-1707 AS ROD. GLAZING BEAD(LAM.GLASS) 6083-T5 -
BA AWP-YE-1617 AS ROD. GLAZING BEAD(INSUL IAM.CLASS) 6063-T5 - $ ti
9 YH-1607 2 REINFORCING BARS.FULL LENGTH STEEL 1/4'X 1'
10 YE-1710 2/VENT VENT LATCH O 9'FROM ENDS 6063-T5 - ` 71.`xSPj
11 - 2 LATCH SPRING - - O
12 YH-71S 2/VENT CAM LOCK O 9'FROM EACH END -
METAL 13 YF-62 2/LATCH CAM LOCK SCREWS - /8 X 5/9'OH SMS I}a
STRUCTURE APPROVED MULLION 14 YH-622 AS REDD. BULB PILE WSTRIPPING - SULLIVM k SULLIVAN \73 a d
6:MULLION ANCHORS SEE
ANCHORS 13 YH-6009 AS REPO. FMN SEAL WSTRIPPING - ULTRAFAB ,---�'
SEE EIEV.FOR SPACING
1/4',LAX. _ - 1 ..i ,. 4-- "-13 I *-To- AS REDD. FIV41./VERT;S---MMY WtEW0 - is N—Py.:,:NS
LOAD.BEARING 17 - - AS READ. FIX MIG.RAP_ASSEMBLY SCREWS - /10%1'P.H.SMS .�
J.
SHIM 16 = 4 _ VENT GUIDE RIGID PVC 2 AT EACH JAMB RAIL 52 J
3' 19 I/GUIDE GUIDE SCREWS /6 X 1/2'FH SMS
20 - 2/VENT 'ULIRALIFT'SPIRAL BALANCE - CALDWELL
{ _ 1 BALANCE FASTENER - fB X 1'PH SMS Q
LLL -
--------- 21 2 OPEN CELL FOAM PAD(1'X 1/2'% 1-1/2') YALE `d
22 - AS REOD. :SETTING BLOCKS EPDM DUROMETER 8015 SHORE A tl
=M
ANCHORS
830
M
SEE LEY.FOP.SPACING WINDOW WIDTH WINDOW WIDTH m 0
sHim
A;rHoFa AX. r _VENT WIDTH _..,1 1/4''MAX
SEE ELLVy SKIMS F y'
FOR SPACW15
I --- 3
16 0 7 SEE
TYPr&ANCHORS
FOR SPACING
0
....................... -
11/2' — — „ �$p
is
WOOD BUC -
STRUCTURE - ----- -- ----- En9r..NVAD ARM PRODUCTREVISED Q •N e33
Cm 0 oo Plying wilh the Fl6Nide
-- -- FIA.PE!70592 Building Code
CAN. 5 AcoaPlmce No I �•� y' {' �L �'
3
EXTERIOR p•. // inlionlAtnlq S Y 8
D.L.OPO. w _ / By
//I Mk PmdulCaL drawing no.
WINDOW WIDTH - .".. b,5 W03—1 0
8hest 5 of g
V
._3.045 h^1.470-1 � (,6
.082
Z
ig 0
1.780 81119 .062
1.060 1 2.980 I ¢ 1
374 Q;
.374 •
Q FRAME HEAD 1.060 Q
2.970 < QgQgg
1.465- I `p
3 FRAME JAMB C m 31*f
.743 I y�y i N 1
aa �
3. 1:093 080 .818
334 � _ � �.J �
.062 2.273 .810 J I
J
10 PENT LATCH VQj
1.339 .375 130 us KK8
W
0 MEETING RAIL "0" .045 .045 1•Q� is ' Qom .
�--2.583 .941-i A81 _ 3g 3LL
^_ L
1.461 a GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) Mo
1.468 / i w
m
082
2.000 .062
1.434
O VENT TOP RAIL I 8
O VENT SIDE RAIL
2.461 a
41�aBg_
985 A�p�8=8
FRAME FORNERS DETAIL o _
.062
3.038 � 7•,�
2.885 3.538 i Fsgr:JAV�AFeMD PRODUCT P Ylea Wth the FbWe
i nA PE/ _71692 Bulldiu8 C.W
1.624 C.
7 I�sn Ac. uuce No
t �•
.ze3 16 \ � lon Diu.
I � /9 � B7 DedslYoa�cl drOwlnq no.
1.340 {.--3.043 2015 W03-105
VENT CORNER OFTAe 1
r sheat Sof B
a VENT BOTTOM RAIL z FRAME SILL