WS-13-1791 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-196853 Permit Number: WS-8-13-1791
Scheduled Inspection Date: August 14,2013 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: CAVES,ALAN Work Classification: Window/Door Replacement
Job Address:77 NW 105 Street
Miami Shores, FL 33150-1241 Phone Number
Parcel Number 1121360050260
Project: <NONE>
Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954-979-2137
I
Building Department Comments
WINDOWS REPLACEMENT 2 IMPACT Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 13,2013 For Inspections please call: (305)762-4949 Page 17 of 36
I
M 4 0 263
Miami Shores Village
�. ,
Building Department ®eo-ma- _
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949 -'
gin.
BUILDING Fsc 20 P
Permit No. '.
PERMIT APPLICATION
Master Permit No. t ,
i+.
Permit Type: UILDIN ROOFING
JOB ADDRESS:
City: Miami Shores County: Miami Dade zip:3-3 1S2
Folio/Parcel#: 15 OL51S O
Is the Building Historically Designated:Yes NO—-- Flood Zone:
OWNER:Name(Fee Simple Titleholder): atUA-rQk CAUi S, Phone# _305'113- It l q "
Address:___?
City: ryll pyyn ► Std,rJ.F4
State: zip: 33 tSb
Tenant/Lessee Name: lia Phone#
Email:
, CONTRACTOR:Company Name
r
Orr* 1A& Phone#•�C` -331.-pggl
!
Address: �io /�mPK.t.R.s� 10 �
A�zx��R
City: State: ! x�
Qualifier Name: tC-
t t Phone#: 3 (e-awl
State Certification or Registration#: C g fG C u"SSY Certfficate of Competency#:
Contact Phone#: 3(. -00g 1 Email Address:
DESIGNER:Architect/Engineer: Phone# j,
Value of Work for this permit: Zr Square/Linear Footage of Work:
Type of Work: DAddition teration ONew ORepair/Replace C3Demolition }
Description of Work: L..**Mctxa 57 h
mom:
color thru tile:
.;ter .
Submittal Fee$ Permit Fee$
i CCF$ CO/CC$
Scanning ee$
g Radars Fee$ DBPR$ Bond$
Notary$ Traiining/Fducation Fee$ Technology Fee$
ti
Ott
`f Double Fee$ Structural Review$
e;
TOTAL FEE NOW DUE$
w �
Bonding Company's Name(if applicable) �1"A
Bonding Company's Address
City State zip
Mortgage Lender's Name(if applicable) O�►
Mortgage Lender's Address
City State zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature ,4e� '� r
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this�_ The foregoing instrument was acknowledged before me this
day of A&A S ,20 t3,by Ac.A+J CkU:5- day of RL-UST ,201K_by &-.+St, P.t14•rofa-i, ,
who is personally known to me or who has produced Ot. who is rsonall kno me 0r who has produced
As identification and who did take an oath. as id tification and who did take an oath.
NOTARY PUB 11Ar11usWRALEs NOTARY PUB Iv'rud0Rs
YCOPJP"iSSfCr4 FEM9312 ` 1 o y
'> Nm Sl0N, EE079312
EhP N,r :A V 1 i 2015 r���� _z Er i PES:April 11,2015
Sign: P` d;- ^�SeNices Sign. '4 FOF FLO Erred)ihru Budget Natary Services
Print: M 'h� -� Print: MO
My Commission Expires: My Commission Expires:
APPROVED BY J Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
07/15/2013 10:14 9545745187 HONG` DEPOT HONE SER11 PAGE 02/11 f1 �5t
Y1+
ROME 1M1f ROV1ENIENT CONTRACT wp
PLEASE READ THIS d
{:
., Sold.Furnished and TnstaUed by: '+
a Branch Names Miami TJ►ate:� c�v�a� THD At-Hom Services,Inc.
d/h/a The Home Depot At-Home Services
674 S.Military Trall, Deerfield Beach,FL 33442
Branch Number:69 Tcdl Free(877)678-5554;Fax(954)574-5187
Fain tt 75-2688460,FLLic#CCC1158327.CGC1507093.CRCD44�6858
installation Address:
City state zip
>orthaser(s)' work Phone: Haase Phan: Cell phone:
�.
Home Address:
(if ditTcrent from Installation Address) City S Zip
F inaB Address(to mcetw.protje ct communications and Home Depot updates):
I DO NOT wish to rcoaive any marketing smalls from The Nome Depot
Prcdect!Mn* dersigned("Customer").the owners of the property located at the shove installation address,agrees
to niy,and TFID At-Home Services.Inc. ("The Name Depot")a ur furnish.deliver and arrange for the installation
C`iassmllation'7 of all materials doulbed on the below and on the=Spec Sheet(s),all of which are Incorporated into
this Contract by this refawco;,along with any applicable State Supplement and Payment Summary attached hereto and any {'
j - Cbange Orders(collectively,"Contract"):
Jet p: minas rtrtaeaco)
Pmduetn
Spec Sheet(®) ect Ameent j
Roofing Siding Windows Insulation
4ojo�� 0 /Covers []litry Drs o_ 1af $ ar 99 .
ng Siding Wiadowa hssalation "
130mrs I Covers Q� ❑
fl
R0 %-s Siding WuWu%-s Insu adon $ j
jF..
p �Gtittans/Covers[]Entry Doors❑
W�-i Roo ng Siding-�htdows Insulation $nGuttcrs/Covers [3Cntry Doors [].A,mountdueupaueicecutionddilsombutCmrtadtforms ToMalContractAiatount $� t �t
00
Customer Agroa that, immediately upon completion of the work for each Product. Customer will execute a Completion
Certificate(one for each Product as deflncd by an Individual 'Wm Sheet)and pay any balance due. As applicable,eacb
Costommer rider this Contract agrees to be jointly and severally obligated and liable hereunder.
The Home Depot reserves the right to Issue a Change Order or terminate this Contract or any individual Product(s)included
herein,at its discretion,if The Home Depot or its authorized service provider determines that it cannot perform its 614igalions
due to a seuctural problem with the home,environmental hazards such as mold,asbestos or lead paint,other safety concerns..
pricing erors or because:work required to complete e' was not included in the Contract.
1<timkttt 9amtmaty: The IPsyment Stmirnary included as pert of this Conuvct,seas forth the
total Cotntract amount and payments required for the deposits and final payments by product(as applicable).
NOTICE TO CUSTOMER
You are etrtiHcd to a completely Bl led-in copy of the Contract at the time yen alga. Do not ftm a Completion
Cer'tilieate(note:there is one Completion Cgrd icaate for each lied Product as defined by indivrcitral Spec Sheets)
r before warp an that Product is complete. f_
{ Iu the event of termhwdon of this Con
tract,Customer agrees to pay The I3onte Depot the cosecs of tnaterlaLs,labor,
cxpeaseg and services provided by The Home Depot or autiro 17 Service Provider through the date of terms
p�11a��aniy other amounts set forth in this t or allowed under applicable law. 1'RTi.NOME DEPOT MA� i
Wi7'TTHOLD AMOUN " OWED TO THE Agreement DEPOT FROM T)EiE DLPOSIT PAYMENT OR it u=
$. ,. PAYMIKNTS MADTs,wITHOUT LiM1TING Tex T30ME DEPOT s OTHER RENIEDTF.S FOR RIECOvERY OF
M, SUCH AMOUNTS. {
ASMIance and Anithorizatien: Customer agrees and understands that this t is the entire between
n Customer and Tbc Dune dot with regard to the Products and Installation services d nsupersedes all t io
agreements,either oral or Wrltb s,relating to said products and Installation.This Algreetrtcnt cannot be assigned or aumded
except by a wrftiug Customer and The horse Depot Customer aclm lodges and agrees that Customer b read,
t� umdet8lan inn is the terms of an has r'cce i a copy of this A
Acce Tb / Submitted
.� Cu s Sr e. hate tent's Signapturep / Date
` tXy,stotmer°sSigna4ate Datc Tc] allo. �rjiA U y L J-49--
Saks Consultant License Na
CANCFII,AT Ci38'I1pMElt MAY CANCn MW {ae awimble)
AGFMMUM WErOXT PENALTY OR ORLWATMN
BY DUAV911M WRIT N•WnCE TO In HOW
DEPOT BY b=NI=ON TILE TRW BUS]INRSS DAY
AFTF.It, SItsMG THIS AGREOGNt UM SPATE
SUPPLEMENT AT'I'ACEMD WMM UONTAM A,
FORM TO USE IIF ONE 19 WXMCALLY FRECIMED
BY LAW IN CUSItO1mn Sil'ATE
NOTICE:ADDMONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE
AND ARE PART OF 72M CONTRACT
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t2-t)7-tt3 White-9ranahM Yarrow-GaistWW
CFN 2013RO630700
OR 9k 28767 Ps 0580 (Ips) .
NOTICE OF RECORDED 08/12/2013 4)9909:11
HARVEY RUVINY CLERK OF COURT
MIAMI—DADE COUNTYP FLORIDA
COMMENCEMENT LAST PAGE
STATE OF FLORMA,CMWY OF DADE p co
A BDID COPY NRW W P09M ON T=JOB Wx AT ME OF FMS 0 Of go CLARK
00WE dat of
PERMIT NO. TAX FOLIO NOA--tt r
A.D.
WTTWSSn#y
STATE OF FLORIDA HARVEY RLM C CWft
COUNTY OF DADE i - .
ey- P.C.
THE UNDERSIGNED hereby gives notice that improvements 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
1.Legal description of property and street address:DUA#U&*"je^U *6" Asr Sol Aar* 16 tip PAS
"0 AW 1050 67' -AAMMA XJW4
2.13escript'on of improvement: WjAWW jj&&0jq&
3.Owner(s)name and address:AW C Caw$
PL
14 taw W 61 m1aim 6thr 46
Interest in property:
Name and address of fee simple titleholder:
4.Contractor's name and address:-Ae ham,& daZ6 af fWNW 4440AW-
2440 ONOW" JIM MOW* aM541
S.Surety:(Payment bond required by owner from contractor,if any)
Nam and address_11[4
Amount of boa-$
6.Lender's name and address:AIA
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:
81n addition to himself,Owner designates the following person(a)to receive a copy of the I.Aenor's Notice as provided in Section 713.13(1)
(b)7.,Florida Statutes.
Name and address:
9.Expiration date of this Notice of Commencement(the expiration date is I year from the date of recording unless a different date is specifted)
Signature of Owner
Print Owner's Narrj" ___Prepared by:Q LMEJA 6vobn•
Sworn to and subscribed before we this day of ZU
Notary Pnblic Address•t6q* MAW 4 Alky ads
Print Notary's Name
My Commission Expires: flicW1,-;Gustavo Garcia-Rossi
E-fiB757 FWM 106
t-5.1...9.111"Expims: AVG.04,2015
BONDED MV ATLANTIC BONDING CO.,INC
S Ak f-r:sd ,s't '•, 'x �aa,. r.x 3' F '�i&" e'•Yf;�o nY°�. F ''=-:s-.
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THE HOME DEPOT-AT HOME SERVICES ti
WINDOW AND DOOR INFORMATION SHEET Fl
JOB# 7010869 Caves
Location PRODUCT MULTIPLE
Opening Comer PRODUCT APPROVAL REQUIRED OPENING Window Opening WINDOW ARE
Location Zone ACCEPTANCE APPROVED DESIGN PRESSURE Dimension MULLION SHUTTERS
No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED
1 4 11-1110.15 PW 70.00 70.00 40.10 43.40 74 50 N/A NO
2 4 1 11-1110.15 PW 80.00 1 80.00 40.10 43.40 251/4 623/4 N/A NO
SGW=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH=DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD=
PATIO SLIDER DOOR/CASE=CASEMENT I PICT= PICTURE WINDOW/ED=ENTRY DOOR/AWN=AWNING
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a C
v a M m
0
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M =0 =Wq
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N
1 OF
W NI,OW/ SHUTTER DIAG
s
k
_ Alan Caves
77 NW 105 ST Front of House
Miami F133150
Main Door
family room 2
Back of House
family room
1
Mean Roof Height 13' Building Width 30'
Roof Slope 2112 Building Length 40'
_. 1 OF 1
. 175 mph - Enclosed - --
- FLORIDA BUILDING CODE 2010 -ASCE/SEI 7-10 - WIND LOAD TABLES - 170,
Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND:®
WIND PRESSURES IN PSF WIND PRESSURES IN PSF
WIND PRESSURES iN PSF WIND PRESSURES iN PSF 170 MPH VELESSUR EXPOSURE D 175 MPH VELOCITY-EXPOSURE D
17o MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-p(POSURE C
• Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater
Building Roof Slope less than ROpf Slope greater Building Roof Slope less than Roof Slope greater Building P
0 degrees --than iQ degrees Weight 10 degrees than 1Q degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees
Height 1 9 Positive Ne ative Positive Negative Positive Negative Positive Negative
Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 --z4 9 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5
i4&z5 z4 z5- z4&z5 _z4 z5
- - - - z4&z5 z4 z5 - z4&z5 z4- z5
0-15
34.6 37.5 46.1 37.8 -41.0 50.6 0-15 36.7 39.7 48.9 40.1 43.4 53 1�z0 44 Z 47.8 58.9 4$2 52.3 64 6 f6-20 46.8 50.7 62.4
58.1 55.4 68.5
16-20 36.8 39.8 49.0. 40.2 43.6 53.8 16-20 39.0 42.2 5 . 42.6 46.2 5 .
21-30 40.
0 43.4 53.4 43.7 47.4 58.6 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 49.8 54 0 66.4 54.4 59.0 72.8 31-40 5 8 57.2
70.4 57.6 62.5 80.
31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 45.1 48.8 60.1 49.2 53.4 65.9
4 6 48.3 59.4 48.7 52.8 65.2 41-50 47.2 51.2 63.0 51.6 56.0 69 S -51 60 53.4 57.8 71.2 58.4 63 3 78.2 51-60 56.6
61.3 75.5 60.0
.9 6701 82.9
41-50 44.6
51-60 46.3 50.2 b1.8 50.6 54.9 67.8 51-60 49.1 53.2 65.4 53.6 58.2 71. MIAMI-DADE COUNTY
MIAMI-DADE COUNTY.. LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION
LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION _ EXAMPLE OTHER COUNTIES
DtAMPLE ❑THER COUNTIES
Roof Slape �' � � L' ®; Inc. -
GENERAL NOTES:_ ,
1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR C�OA^POIVENTS anra CIADLNNG [FLURRfCANE SHUTTERS.WlNrx�WS AND Engineering Services-CA 8116
pQORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING IZ
CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. Z4 I 5585 Orange 201
2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON DAME- n DA 3 014 -:
O
THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC ITIOOI-DAD CHART BASED ON ASCE 7-10 PUBLICATION I Z4 <h) Tel:(954) 304
3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY I MEAN RaaF �$�� E Eng
OLcom
OFFICIALS. s oad obstruction having the size of single family dwellings. ��r
4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and.other terrain with numerous closely Pa B in the upwind direction for a distance greater ara� y�r
For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 R For building 30ft expos prevails h
than 2600 It or 20 times the building height,wichever Is greater.Based on the FBC-HVHZ,use Exposure C when building is located in Exposure B C win apply � re D
5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights.lass than 30,open country and grasslands.Exposure
and B do not apply.
6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails In the upwind direction far a distance greater than 5000 ft or 20 times the building JUL
16 2013
height,whichever is greater a<=BW x 0.1 or a<=h x 0.4
7-BUILDING CONSIDERED ENCLOSED-Ali glazing shall be impact resistant glazing or protected with an impact resistant covering BW less or equal than BL PEDRO DE FIGUEIREDO
8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 1�must not be less than PES2609
9-TOPOGRAPHIC FACTOR Kzt=1 (FLAT TERRAIN a 3 feet or a=0.04 x BYV NOT VALID W/OUT SEAL
IQ-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor)
11-TRIBUTARY AREA:10 SOF
12-EDGE STRIP(a):The smaller of 10%of thb least horizontal dimension or 40°k of the Mean roof height but not less than the larger of 4°!0 of the least horizontal dime or
3 It.
3/6/2012
r
1J
qtr.
:< MIAMF�AD
y MIAMI-DADE COUNTY,FLORIDA
®
a PRODUCT CONTROL SECTION
DEPARTMENT O><PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
v AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) www.miam1dade.w4Jyra/
PGT Industries
1070 Technology Drive
Nokbmis,.Pl 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration data stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
' to have this product or material tested for quality assurance purposes. If this product or material fails to
'�` areiir . IG
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
iihrnediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
Ot' 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,
ip=ON: Series"PW 701"Aluminum Fixed Window-L.M.I.
ROVAL DOC UMENT: Drawing No, 4259-4 titled "Aluminum Picture Window, Impact", sheets 1
through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18111, signed and
sealed by Anthony Lynn Miller,P.E.,bearing the-Miami-Dade County Product Control Revision stamp with
roduct Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant.
unit shall ear a permanent WE e m--anu-1-acturers name or logo, city, state,
model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of
{+I ' 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. ;M
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and ;9
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. {`
r 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. 10-0504.05 and consists of this page 1,evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
NOA No.11-1110.15
Mt cu►o C ul�rrtt
Expiration Date: February 19,2014
t Approval Date: February 02,2012
i �ty' Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
A. DRAWINGS �
{ 1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 03-4105.01)
2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of
8,, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed
and sealed by Anthony Lynn Miller,P.E.
` B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and
FTL-3850,dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E.�,
(Submitted under previous NOA No. 03-1105.01)
C.
CALCULATIONS
1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with 4
+ i FBC-2007,prepared by manufacture,signed and sealed by Anthony L. Miller,P.E.
7 4 (Submitted under previous NOA No. 10-0504.05) 41
2. Ghudng complies with ASTM E1300-02/04 "
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex-Clear or
colored Interlayer"dated 04121/11,expiring on 04/21/16.
2. Notice of Acceptance No. 11-0624.01 issued to E. I.- rs DuPont DeNemou & Co., Inc.
for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010,dated 10129/11,signed and sealed by Anthony Lynn;Miller,
P.E.
2. Statement letter of no financial interest and independence, dated 10/29/11, signed and
sealed by Anthony Lynn Miller,P.E.
: Jaime D.Gascon,P.E.
Product Control Section Supervisor
:F NOA No.11-1110.15
Expiration Date: February 19,2014
Approval Date: February 02,2012
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn
Miller,P.E.
(Submitted under previous NOA No.10-0504.08)
4. Statement letter of conformance and compliance with the Florida Building Code, dated ;h
08/19/10 signed and sealed by Anthony Lynn Miller,P.E. a
t�h (Submitted under previous NOA No.10-0304.08)
S. Statement letter of no financial interest and independence, dated 08/19/10 signed .and
sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 10-0504.08) k
6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL--3850, issued
' by Fenestration Testing g Inc.,dated 07/31/03, signed and sealed by Joseph C.
Chan,P.E.
(Submitted under previous NOA No. 03-1105.01)
G. OTHERS
I. Notice of Acceptance No. 10-0584.05, issued to POT Industries for their Series "PW-
701 Aluminum Fixed Window-L.M.I."approved on 09/22/10 and expiring on 02/19/14.
aJ"ii .�y •IAF.
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No.11-1110.15
Expiration Date: February 19,2014
Approval Date: February 02,2012
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NOTES: SERIES 701 ALUMINUM FIXED WINDOW
1. DIRECTIONS FOR USE:
A DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE
FROM OTHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS 45-1/4°
TYPE). 44-1/4' VISIBLE LIGHT
B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED VISIBLE LIGHT
TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 8 FOR 8„ 12-7/8"
WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. O.C. 1NOA_DRAWING TABS OF CONTENTS
SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. MAX. B MAX. O.C. 2°MAX. �.— p
C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT,
GENERAL NOTES........................1
REFERENCING NOTES FROM SHEETS 6 & 7. C C ELEVATIONS, FLANGED...............1
.......
2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED A A ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS.......................2
ON TESTED PRESSURE AND ASTM E1300-02, 3—SECOND GUST. I — DESIGN PRESSURES, FLANGED.2
POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND — 1/4a DESIGN PRESSURES, FlNNED....2
ASTM E130O-02. 3—SECOND GUST. FIN TO INSTALLATION. INTEGRAL FIN.....3
3.ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN FIN I CORNER ASS'Y, INTEGRAL FIN..3
USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING 92-1/4° 5. INSTALLATION, FLANGED.............4
BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT VISIBLE MAX CORNER ASS'Y, FLANGED.........4
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \\ LIGHT O.C. \\ 93-1/4" INSTALLATION, MISC.................. 5
REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD VISIBLE ANCHORAGE...............................8,7
DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. e I 96' ucHT EXTRUSION PROFILES................8
12-7/8 FLANGE 96. PARTS LIST................................8
4. SHUTTER REQUIREMENT: NONE REQUIRED MAX. TO
FLANGE
S. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH
MIN. KSI PER ANCHOR TYPE, SEE SHEET 7.
S. REFERENCES:TEST REPORTS, FTL-3835 & FTL-3850. NOA: I+
07-0425.01 (ULTRACON), 03-0225.05 (CRETE—FLEX). I 1
ANSI/A'&0A NDS-2005 FOR WOOD CONSTRUCTION, ADM-2005 .
ALUMINUM DESIGN MANUAL. 8° 12 1 48° FLmGE I 0
7. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY MAX. TO FLANGE y1 2°MAX. �.
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, gp 1/4^
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FIN TO FIN
8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP. FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
THE OUFCT IS NOT APPLIED LOADS.eWOOD SUCKnMB NESTED UNIT) (TESTED UNIT)
OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS
IMPOSED ON THEM 13Y THE WINDOW.
9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF
THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED.
ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY
FLANGE OR FIN. OVERALL.SEALING/FLASHING STRATEGY FOR INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES
WATER ERS OF INSTALLATION SHALL BE DONE BY FOR THAT BLOCK STLE FROM THE TABLES ON SHEET 2.
N—WIDTH—+I H— WIDTH Ir--WIDTH
— G3 > a0aao " �GC7
IF— WIDTH
---I WIDTH h --H WIDTH t*- _
1
WIDTH Imo-WIDTH—+I F+WIDTH�I H WIDTH-�-I I•-WIDTH-y
Imo– D —•I _
rs �s T T-I– –I T �����`l tVNN
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L 1 1 1 1 _* No.58705
i ct to 9 6l Ii`
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J.J. 10,1018111 D �2090 FOG UPDATE �A '•• giA �
miam 107o TECHNOLOGY DRIVE EVA770NSANDNOTES �d,K.'•• PLoRwo 'o
J.R. 3 39 90 C p �p 3 0 D pQ 60X 15299 ALUMINUM PICTUREIMNDOIAI,IMPACT ��!c`SSIONA�-� �'``
F.K. 414107 8 !NOTE &da, eaac �9- xy U(7U/HP�Atp 10 P.E.
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FOG 7/14/rz4 f!LW79f NT.S 1 8 4288-4 U P.E.$ 58705
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Maximum Desl n 7/16"LAW`LASS NOS'""'
Fbta/Xi 8 rAsLwtm apsA-asovVa•aAsls .oar olaroNr eulaare OR
Pressure(+/-psn rHs�mreja/ssnlev•rnsaw•SAM,oaorva-ate 3/10 MWAM me wm ��E w«m„m
Wbxovra " or°B"DImenston SrrtEran mwm GLASS
s 1r HfkT
24 30 1 38 1 42 48 64 80 87 MASS
36 80.0 80.0 10.0 80 0' 80.0 80.0 80.0 WO 12 %+°
48 80.0 80.0 80.0 60.0 SMO 80.0 80.0 80.0 A" & "B" DIMENSIONS MAY DIM.
BE ORIENTED VERTICALLY OR
80 80.0 80.0 8110 80.0 8D.0 71.1 71.1 04.0 10 17 21 HORIZONTALLY AS SHOWN.
07.878 80.0 80.0 8D.0 80.0 80.0 71.1 84.0 821 B" DOA.
72 80.0 80.0 8D.0 80.0 78.3 71.1 04.0 11/1r whL �- .
CLASS ane DIM.
70.8 80.0 80.0 80.0 no 78.0 70.0 04.0
64 80.0 80.0 80.0 74.3 08.3 83.0 DIM.
88.3 800 80.0 80.0 736 07.4 828 13 2 1
06 80.0 80.0 77.2 84.7 88.2 14 15 L -
�0 108.7 00.0 80.0 723 58.3
120 80.0 80.0 70.4 X16" LAMI GLAZING DETAIL
128 60.0 MO 70.0 FLANGED OR INTEGRAL FIN FRAME
148 eoo eao (FLANGE FRAME SHOWN)
t$11and MaxllnUln Design 1AalamB SAeals-MOM-aAsa
Fwmad Pressure Pao 1/seum118s9A6%GL7jsAM-SAM-MCM-SAeB t-1/1r wo Muss mmm
wkx mre A"or B"Dtmmlwt ) r/1s•taM auas rroNara Mao•mww sumCK OR
4 NT un>aXUm
r/1e•AM SPa�
36 smo 80.0 60.0 80.0 80.0 $0.0 80.0 80.0 311r ANNMED OR WAX
48 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 st�rm7l�tGL GLASS 3 te•17Far atnas
3/18.7EMPE1aED QW4S
80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 01.0
07.678 80.0 80A 80.0 80.0 80.0 71.1 84.0 821 12
72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 18 22
70.8 80.0 80.0 80.0 80.0 80.0 71.1 04.0 11
84 80.0 $0.0 80.0 00.0 80.0 71.1 !7 11 14•ML
a 88.3 80.0 80.0 80.0 no $0.0 71.1 101E
b 88 80.0 80.0 80.0 no 80.0
1 100.7 80.0 80.0 80.0 1 80.0 13 1 FROm1=113raw
120 80.0 80.0 80.0 14 110.16
128 80.0 80.0 80A
145 80.0 SMO 1-1/16 LAMI I.G. GLAZING DETAIL
FLANGED OR INTEGRAL FIN-FRAI�v E
141111!
NOTES; (INTEGRAL FIN FRAME SHOWN) ��. ��LYNN
1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FI°. `� ��•'�CENSIc'•.� ��
2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGI4T DIMENSION. �•'
3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. * No.68705
4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A"AND "B-) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). = t
-0 �6�L1
JJ. f0 18 11 0 CHANGED HS CAP TO tTIP FOR TO'RULE °q"fp8an O � ST X F �`
070 TECHNOLOGY D GLAZING DETAILS '.'��•• FLORIOP. .CR
J.R. .3 1/10 C RMA N.VENICE, FL 34275 ALLrMI1VUM�IL,���,{WINDOW I A�Ii //rS�ON��
FJC. 4 4107 B NO CHANGE TM SHEET P.O.BOX 7828 $e��, mu, Sam• �*sre Rev '0.!��IdA}IIM��IP.E.
FK 7/141 NOKO►MS,Fl 34274 om 2 8 4258 4 D F;�.B 58705
_
Mr
INSTALLATION DETAILS FOR FINNED FRAMES
2X WOOD BUCK I f'-1/4' MAX. SHIM 1/4" MAX. SHIM -►I r+ 2X WOOD BUCK OR FRAMING
OR SEE ANCHOR
GUIDELINES,
1 18 SH Ei 8 1
13
INTERIOR
.375' MIN.
2X WOOD BUCK OR FRAMING EDGE DISTANCE
.131' (1/8") X 2-1/2"
NAIL, WITHIN 2°OFD 131- (1/8-)(/ 1-3/8" MW.
CORNERS AND 5°O.C. X 2-1/2° WAR, EMBEDMENT
.375°MIN. WITHIN 2° OF 11 18 oRO 17 O 10
EDGE DISTANCE CORNERS AND
11 1 5° O.C. MAX. VISIBLE LIGHT OPENING
13 MAX. WINDOW HEIGHT
HORIZONTAL SECTION C-C
18 22
WINDOW
HEIGHT 17 21
MAX.
VISIBLE
LIGHT INTERIOR
OPENING
SEE ANCHOR
GUIDELINES,
SHEET 6
13
10 1 1/4°
MAX E)(TER(QS
SHIM
1 3/8' MIN. EXTERIOR
EMBEDMENT
MITERED FRAME WITH INTERIOR
"�-aa 6 2X WAD BUCK (SHOWN) ORO CORNERS KEYS AT
OR FRAMING SCREW BOSSES
VERTICAL 5ECTION D—D Prs°B°Crte°I dw
) eswsrylywgwiwmoFImMa
oft
900 CORNER ASSEMBLY ANGLED CORNER ASSEMBLY N° -mo.
NOTES
1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1 i
LYNN
V\CENig ;A
*' No.58705
to T'Re"d By Dow
J.J. 10/18/111 0 NO CHANGE THIS SHEET �O STA '
o7a rEawoLOCY INSTALLATION FINNED FRWME F�ORrDP
%
J.N. :3Z.31/101 c N.vim, FL 34276 ALUMINUM PICTURE WINDOW,IMPACT
rsIONAL�����
lgiia-R mm . P.O. .F 1828 amW fuJ.0 8wta Ns W. A.(_ hi M183r, P.E.
NOKQMIS.FL J4274 PYK701 -;TS 3 a 8 4269.¢ D P E.Q 58705
F.K
INSTALLATION DETAILS FOR FLANGED FRAMES
SEE ANCHOR iX WOOD BUCK
GUIDELINES, 1/4" MAX. SHIM
SEE ANCHOR
SHEET 7 1/4° MAX. SHIM GUIDELINES, 2X WOOD BUCK OR FRAMING
MIN. CONCRETE 2 13 8 2
KSI PER 11!QEBl98 13
SEE ANCHOR ANCHOR TYPE, ;�v:•
GUIDELINES, MIN. CONCRETE KSI SEE SHEET 7
SHEET 7 PER ANCHOR TYPE, SEE SHEET OR 1.5 KSI
SEE ANCHOR r,7 OR 1.5 KSI MIN. CMU MIN. CMU
GUIDELINES, ;, �'"d:' •: 1X WOOD BUCK '
SHEET 7
1/4° MAX. SHIM •:
SEE GUIDELINE ANCHOR ,. 11 18 22 17 21 10 SEE ANCHOR
SHEET 7 S. GUIDELINES,
13 MAX. WINDOW HEIGHT SHEET 8
HORIZONTAL SECTION A—A
MAX. 18 W@
WINDOW
HEIGHT 17 21
MAX.
VISIBLE
LIGHT INTEB(Q@
OPENING
SEE ANCHOR
GUIDELINES,
SHEET 8
13
10 2 1/4" MAX.
SHIM EXTERIOR
SEE ANCHOR
GUIDELINES, I
SHEET 8 EXTERIOg
;Mr.rERE.D RAME WIT H INTERIOR
RIOR FRAME WELDS
2X WOOD BUCK (SHOWN) OR CORNER KEYS AT
OR FRAMING SCREW BOSSES
VERTICAL SECTION B—B 7 ucrpzvmm
usewnpuwn om Puma
90°CORNER ASSEMBLY ANGLED CORNER ASSEMBLY X10 LI
1
NOTES Can°o1
1. USE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 11811
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1 2 IX WOOD '
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2°THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHO HAVING
JURISDICTION. z * No.88705 'Wll J.J. 10 18/11 D NO CtGWI T1dS SHEET STA t0 II •<[/`
07o TECHNOLOGY olmE INSTALLATION,FLANGED FRAME ,!goRlop•.
J.R. 3 91110 C N.VENICE,FL 34275
P.O.BOX 1529 ALUMINUM PlC7URE WINDOW,IMPACT /ONA1.
p" NOKOMIS.FL 34274 eaf1e8�oda° a�w OrawNV�'• R. A. Ll,{rI 1F1111�, P.E.
FJL 7/14ro3 Pl%r NTS 4 m 8 4268'4 D I-#W705
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MISC INSTALLATION DETAILS
SEE ANCHOR
SEE ANCHOR SEE ANCHOR SEE ANCHOR GUIDELINES,
GUIDELINES, GUIDELINES, GUIDELINES, SHEET 7
FIN FRAME WITH SHEET 6 FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7
FIN REMOVED FIN REMOVED FIN REMOVED
INTERIOR FIN INTERIOR lNIET04S
1X WOOD BUCK 1/4° MAX,
1 ° III---1/4°MAX. r 1/4- SHIM
J— SHIM SHIM i SHIM :.•';:
SEE ANCHOR ..�.�•�y.•••; '
9 3/8° MIN. SEE ANCHOR�.':.•::4� .::� GUIDELINES. %1..!ti'4• a'�;,:.:.a::
GUIDELINES,:•. SHEET 7 :4-
EMBEDMENT SEE ANCHOR�.':.,::e•; ..; ;:.;: '•, SHEET 7 e .. a ..
: MIN. CONCRETE KSI
GUIDELINES,:•• MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7
2X WOOD BUCK OR FRAMING SHEET 7 °°, PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU
MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU
SEE SHEET 7 OR 1.5 KSI MIN. CMU
EQUAL LEG FRAME EQUAL LEG FRAME EQUAL LEG FRAME FLANGE FRAME
(OTHER FRAMES SIM.) (OTHER FRAMESES SIM.) (OTHER FRAMES SIM.) PRECAST SLOPED SILL
2X WOOD SUBSTRATE 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY
�a—1/4° MAX. SHIM 1-3/8° MIN. 1/4° MAX. SHIM 1/4° MAX. SHIM
EMBEDMENT 2X W000 BACKER
1/8° NOM. MIN. EXCLUDING POINT
X12 STEEL $$12 STEEL 1/8° NOM. MIN. 12 STEEL X12 STEEL
SELF—DRILLING SEA`—DRILLING SELF—DRILLING SELF—DRIUJNG
SMS (G5) SMS (G5) SMS (G5) SMS(G5)
USE SAME USE SAME USE SAME USE SAME
ANCHOR ANCHOR ANCHOR ANCHOR
QUANTITY& QUANTITY& QUANTITY. QUANTITY&
SPACING AS SPACING AS SPACING & EDGE SPACING AS
#12 STEEL #12 STEEL DISTANCE AS 012 STEEL
SCREW ffiEBl4fi SCREW #12 SCREW 114@ SHEET 6)zsz
ELQB
(SHEET 6)ZDA APPROVED MUUJON (SHEET 8) METAL FRAMING (SHEET 6) FU ,EE SEPERATE NOA) A36 STEEL: Fy-36 KSI MIN. BACKED STEEL STUD EEL STUD
ALUMINUM: 6063—T6 MIN. .125° MN. WALL THICKNESS ALL GAUGE THICKNESSES y=3 3 KSI MIN.
.125° MIN. WALL THICKNESS
(ATTACHMENT BY OTHERS) 18 GA MIN.
FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME
(OTHER FRAMES SIM.) (OTHER FRAMES SIM. (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) InzQDVr1sD
ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUDIWOOD SUBSTRATE STEEL STUD SUBSTRATE ffi0-wft- d-
`"" 11-11t .l�
NOTES s
1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. eloThod�CmtrW
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2°. 1X WOOD ` 14t1t111 '
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2°THICK OR `���•j 4YNN Agk i7�
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ��� `r:• Q��i
JURISDICTION. �`
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Na 55705
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. * —
J.J.R"w 10/18,/Ili D NO CHANGE 1}1tS SHEET '.•p0 . STATB �!
loco TECHNaocY oRNE INSTALLATION,FINNED FRAME �� . FtQR1oP���;
J.R. 3 31 90 C R N.VENICE.FL 34275 °' tS•••••••••��(
P.C.�x 1 szs ALUMINUM PICTURE WINDOW,IMPACT '�i S!dNAL
NOKOMIS, FL 34274 sake dodai: Be Wm '�UeaU O,oxig :o. fir: A. L}�rltl f�Illler• P.E.
RIG 704/03 _ F9W709 NTS 6 d 8 4268.4 D PZ4 56705
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' Y C
Z
Head,Sig and Jamb Anchor Quantities into Wood or Metal(Anchor Types 1-4)
Min Min.
Anchor °A°or"B"Dbnensbn(in) � Anchor Description Subsbate D End ee E
Type 24 30 38 42 48 84 80
012,Steel sores+jC S.Pine _ 0.884° _1.376°
Anchor 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 9 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 092,Steel screen(C!b S1L Stud,or 33 0.324° .0481 MS
Looefion• 1
#12.Steel screw LG_q.. Alum_e i TB 0.324° 0.126°
.---
38 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4' 3 012,Steel screw( A38 Steel 0.324° 0.126°
Head/81II 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 6 5 6 6 6 5 6 6 8 8 6 6 7 6 7 6 014,Steel screw(G6 S.pbw 0.884 _1.376°
Jamb 4 4 6 4 5 4 6 4 5 5 5 6 8 5 6 5 6 5 9 5 5 5 6 6 5 8 8 6 5 6 8- 8 2 _014^Steel ew"O S0.Stud,Gr 33 0-361- .048l1828
1-WaMl 2 2 2 2 3 3 3 3 4 3,4 3 5 4 814 8 5 6 8 .8 a 7 8 6 8 7 0 7 7 6 7 014,Steel straw(GS) Alum.6083-78_ 0.�1° 0.12"
so Jamb 5 5 6 5 616 0 5 61618 8 0 6 7 8 0 8 7 6 7 8 7 0 7 0 7 8 7 6 7 8
Head/SN 2 2 2 2 3 3 3 3 4 1314 3 8 4 8 4 ±± 8 5 616 7 6 7 617 6 8 7 a 7 9!4°Stew Lamm S.Phre 1° 1.375°
87.875 Jamb 8 6 7 6 7 8 7 6 7 6 7 8 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 1/4°410 S8 CraleFieX 3.Pine 1° 1.376°
Hecri 1 2 2 2 2 3 3 3 3 4 3 4 3 8 4 8 4 6 8 8 $ 8 8 7 8 7 0 7 8 8 7 8 7 4 6118 8bml URrecOn S.Pine 1.28° 1.375°
72 Jamb 6 6 8 6 7 6 6 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7
Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 6 5 6 5 6 8 LL L6 7 6 7 8
Iamb 7 7 8 7 8 7 8 7 8 7 a 7 8 8 6 8 8 8 9 9 8 8 9 8 9 8 9 8
70'8 Head/Sfil 2 2 2 213 3 3 3 4 3 4 3 6 415 4 5 6 6 5 6 8 7 6 710 7 8
E Jamb 7 7 9 7 617 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8. 10 8
$ Head/861 2 2 212 313 3 3 413 4 3 8 4 514 8 5 6 5 6 0 7 6
g Jamb 7 7 917 8.17 9 7 818 9 8 8 8 9 8 8 8 10 8 9 8 10 8
lo ti 86.3 HeadtBW 2 2 2 2 313 3 3 413 4 3 5 4 6 4 $ 8 8 6 8 8 7 8
as Jamb 8 8 10 8 918 10 8 919 1019 9 9 1019 919 11 9
HeOMM 2 2 212 313 3 3 4131413 6 4 514 6 6 8 6
109.7 Jamb 9 9 12 9110 9 12 9 10 10 12 10 10 10 12 10
HeaMill 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4
Jamb 10 10 13110111110 13 10 91 11 13 11 "Width and Height dimensions may be
120 HesdISM 2 2 2 2 3 3 3 3 4 3 4 3 reversed to locate anchor quantities on the
Jamb 11 11 13 11 12 11 13 19 121-12113111 table.if so,the Head/Sill and lamb rows
128 HeadMID 2 2 2 2 3 3 3 3 4131413 must also be reversed so that the longer A" & °B• DIMENSIONS MAY
dimension getsthe most anchors. BE HORIZONTALLY VERTICALLY OR
148 Jamb 12 12 16 12 13 12 18 12
Headl801 2
.2j 2 2 3 31 3 3 MDlrc9.ls VMM
DIM.�"� a whhU>el+larida
NOTES:
1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. ►`�
2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. f•�-- "B" DIM.-►•' aPro OdCOntrd
3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL \� °B° DIM. Itlt
WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
� O
4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A"AND °B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. \� ������•'aGPNSF''•., ��'
RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET).
No.58705
S. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE.
J.J.r to to tt B NO CHANGE THIS SHEET 1070 TECHNOLOGr D ANCHORAGE WOOD SUBSTRATE '•O.t''••. oR1v,...
J.a
3/31/10 c "•vE"'0E FL 3°275 ALUMINUM PICTURE WINDOW,IMPACT /��slS�ONA1-
F.K. 4 4/07 B NEW SHEEP P.O. BQX 1529 s-m�caet twee teen wosnw No. eon 7A,/t I tAllhor. P.E.
Oct": to NOKOMIS,FL 34274
FJG 7/t4/08 M. 701 NTS 6 8 4263.4 D .E.# 58705
I
Head,SM and Jamb Anchor Quantities Into Masonry(Anchor Types 5-7)
Anchor °A°or°B°Dlmenslon pn)
Type T.17 30 38 42 48 64 60 07.876 min.
Type Anchor Description 8ttbstrate Edge Embed
Anchor 8 8 7 b 8 7 b 8 T 6 8 7 b B 7 b 8 7 6 6 7 Distance merit
° 6 114° Steel U ltrecon _'Hollow Bloch 1` 1.25°_
Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 114° Steel Uftnwoo 2.7k Concrete 1° 1.376°
HeOMM 2 212 3 3 3 4 413 6 6 4 5 6 $78 6 5 818 5 7 7 8 8 114°410 88 CrateFimr Hollow Block 1° 1-w
Jamb 5 414 5 6 4 6 614 6 6 6 6 6 5 5 8 6 6 0 6 6 114°410 88 CrateFtex 3.381 Cmwete 1° _ 1°
48 7 _ Cd16°_3teelUltreaorl__ _HolknvBbotc 1.883° 1.26°
He*8g! 2 212 3 3 3 4 413 6 5 4 8 8 6 8 7 8 8 8 7 7 5118° Steel Uftwon 3.5k Concrete 1.25' --
00 Jamb 0 515 6 6 6 8 615 716 6 7 6 6 8 7 8 6 7 6 8
Head/881 2 212 3 3 3 4 413 8 5 4 8 6 6 6 7 Ole 8 7 7
87.878 Jamb 7 618 7 6 6 7 7 6. 8 7 7 8 7 7 7 8 7 7 8 8 7
Hes"111 2 212 3 3 3 4 4 3 6 5 4 8 8 6 7 8 8 7 6 6 8 8 7
72 Jamb 8 61 6 8 7 6 8 7 1 6 8 7 7 9 7 7 9 7 7 9 8 7
_ HeadSIH 2 212 3 3 3 4 4 13 5 6 4 6 6 6 7 6 6 7 6 6
Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8
70.6 1.199018 $2 2 2 3 3 3 4 4 6 5 4 8 5 5 7 6 6 718 8
64 Jamb 9 7 7 8 8 7 8 8 719 Ole 10181 8 10 8 8
HeadISM 2 2 2 3 3 3 4 4 3 8 8 4 81616 7 8 8
4 Jamb 9 7 7 8 8 7 9 8 7 9 8 8 10 8 8 10 8 8
$ 3 Head/8I8 2 2 2 3 3 3 4 4 5 6 8 4 6 5 517 6 8
90 Jamb 10 ale 10 9 8 10 Ole 10 9 9 111919
Head/SM 2 212 3 3 3 4 413 6 6 4 8 6 5
109.7 Jamb 12 919 12 10 9 12 1019 12 10 10
HeadlStil 2 212 3 3 3 4 4 3 8 8 4 +Width and Height dimensions may
120 Jamb 13 10 10 13 11 10 13 11 10 be reversed to locate anchor
HeadBBl 2 2 2 3 3 3 4 4 3
Jamb 13 91 11 13 12 11 13 12 11 quantities on the table.if so,the
128 Head/5111 and lamb rotas must also
HeaW881 2 2 2 3 3 3 4 4 3 be reversed so that the longer A°& 'B` DIMENSIONS MAY
Jamb 15 12 12 15 13 12 dimension gets the most anchors. BE ORIENTED VERTICALLY OR
146 HORIZONTALLY AS SHOWN
HeadISM 2 2 2 3 3 3 .
DIM. d�aWglt Rlwtda
NOTES. AwcA=No .. ) Ira
1.ANY ONE SIDE CANNOT BE MORE THAN 145°AND HAVE AN AREA OF MORE THAN 32FT°.
2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. I+— °B` DIM.—►I
3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL \ "B` DIM.
WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A°AND °8°) MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. \ � O.. Szn
RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). '
.:*' .•.•'* "'
5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. No.68705
J.J. f0 18 11 D NO CHANGE THIS SHEET C %�0''.
1070 TECHNOLOGY D ANCHORAGE,MASONRYSUBSTRATE -4T'•• MTE
J.R. d JJ/10 C N.VENICE.FL Sa276 >� O......G�`�•
F.K. 414107 8 NEW SHEEP po. aqx t52a ss N/�1. ``
ALUMINUM PICTURE IMNDOW,IMPACT '// tIO
Oetu NOKOMIS, FL 34274 5-k-�u0tl� Bi ias6 a�°ro a0. A L�{�l!tdl{I��`P.E.
FJC rlt4m3 ?twrot NMI 7 .+ 8 4258 9 D P E.'g 58705
2.784" .970° .346° ---I f^+
.09'4
—_7 .974° —�{
.9715° .975°
oar
.050°
2.500° .050° - 11`—
- --►{N-
16" LAMI GLASS BEAD 1-1216" LAMI I.G. GLASS BEAD INSTALL. FASTENER COVER
.062" —►� 06 71
2° 'MAT'L: 6063—T5 MAT'L: 6063—T5 O MAT'L: 6063—T5
077° �0 DWG NO. 4255 17 DWG NO. 4254 13 DWG NO. 4224
1.125°
ITEM DWG S PART 0 DESCRIPTION
1 4258A 64258 Integral fin frame tread,sill&jamb
INTEGRAL FIN FRAME 2 4253 64253 Flanged frame tweed,sfii&jamb
OMAT'L: 6063—T5 7 1155 781PDX #8 x 1 Quad PH SMS stainless steel
DWG NO. 4256A 8 Schnee-Morehead SM5504 scryl-r narrow joint sealant or
10 4255 64255 7116 lama glass bead
11 4254 64254 1-1/16laml I.Q.glass bead
.094" 12 1224 MP247 Vinyl bulb weatherstrlp(thick)
13 4224 installation ibatener cover
14 Dow Coming M glazing sealant or equivalent
15 Dow Coming 995 silicone structural sealant,black
1.875" 7118"Iami gloom 3/16"annealed-.090 DuPont Butactte or
17 Sadex KeepSab Maximum PVB interfayer-3115"heat
• atrengtttened
,Sop° .082°
14110"Iam11.0.glasx 3/18"heat strengthened outboerd-
.062° 18 7116"alrepace-3116"arnwaled-.090 DuPont Butacite or
23W Sallex KeepSafe Maximum PVB interieyer-3/18"heat
FLANGED FRAME strengthened
20 4262 64282 Architectural comer key �u�
OMAT'L: 6063—T5 Rwift
smwam8�
DWG NO. 4253 7110"lam(glass;3116"heat strengthened-.090 DuPont Aa r• l(`1110. �
21 Butacke or Sadex KeepSefe Maximum PVB ifderieyer-
3118"heat strengthened F
14118 Iami I.G.glass:3116"heat strengthened outboard-
7/18"airepace-3116°had strengthened-.090 DuPont
Butactle or Sedex KeepSete Maximum PVB Interiaym- ��` N..LYNN.....
3116"heat strengthened
�c Nc.06705
lam J.J. 10/18/11 0 NO OMCE 7115 SHEET ° %•0�;a' STATE
J.R. s s1 ro c 7070 TEIII E"On°3427s EXTRUSION PROFILES&PARTS LIST ��. •. FtoR1oP:�G?`
ALUMINUM PICTURE iMNQOW.IMPACT
NOKOMIS�FL134274 EXTRUSION
- a°d' 3c°i" W. r. �c Ar'L�da 4p114tIw P.E.
FiG 7/r4/A9 F*M1 NT$ 8 8 42694 D PZ 58705