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WS-15-2660 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246046 Permit Number: WS-10-15-2660 Scheduled Inspection Date: December 23,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: GABA, MILAGROS Work Classification: Window/Door Replacement Job Address:133 NW 103 Street Miami Shores, FL Phone Number Parcel Number 1121360131560 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954-979-2137 Building Department Comments WINDOW REPLACEMENT 7 IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed 19 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 22,2015 For Inspections please call: (305)762-4949 Page 16 of 59 60, s. h Miami Shores Village � k#f Tyiti ;VWt1"WS(3'b*t4'tt°. �;. 10050 N.E.2nd AvenueNW Gt , C�idi, � Miami Shores,FL 33138-0000 3 '�ft'Stat Af�' + T� . Phone: (305)795-2204 - Expiration: /23/2016 Issue lie 1'110 t P Project Address Parcel Number Applicant 133 NW 103 Street 1121360131560 Miami Shores, FL Block: Lot: MILAGROS GABA Owner Information Address Phone Cell MILAGROS CABA 133 NW 103 Street MIAMI SHORES FL Contractor(s) Phone Cell Phone Valuation: $ 6,291.00 THE HOME DEPOT AT HOME SERVIC 954979-2137 _._ . _., Total Sq Feet: 106 Type of Work:WINDOW REPLACEMENT 7 IMPACT Available Inspections: No of Openings:7 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 DBPR Fee Invoice# WS-10-15-57478 $2.55 11/25/2015 Check#: 11492 $ 195.30 $0.00 DCA Fee $2.55 Education Surcharge $1.40 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $195.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID T: I certify at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and on g. uth ore,I authorize the above-named contractor to do the work stated. November 25, 2015 Authorized Si to :Owner / Applicant / Contractor / Agent Date Building Department Copy November 25,2015 1 Miami Shores Village i QCT201 ��v Building Department 2 0 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 -` Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 L� BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: UILDI P ROOFING JOB ADDRESS: 133 Nw 103 S-r City: Miami Shores County: Miami Dade zip: 33 i Folio/Parcel#:11- :11 3 G O 1 S -- 15 b O Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): m 11A 67"S CA-6 Phone#: mss- I Address: 133 N-v (a3 S t — City: rn 1 erm t State: �ti Zip:331 'renant/Lessee Name: Phone#: Email: ' CONTRACTOR:Company Name. t<- 1-�6YI E "-��1 1 11 !`moo �� Phone#: ��1 33 L 6171? Address: 2-69 a 6"'A 6faA4-0 0!1 3 City:_ _T State: 610 Zip:M 3e1 Qualifier Name: 16(�§ta gi- i71Wt, Phone#:4qTM 336 G g$ State Certification or Registration#: C,R,G.OL(L-'M Certificate of Competency#: Contact Phone#: pp Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit:$ (&P:2 Cl ( Square/Linear Footage of Work: 144. Type of Work: ❑Addition VAlteration ONew ❑Repair/Replace ❑Demolition Description of Work: V 1 "� ` ('C4^^'�"'�- I.c�,Pr1sT Color thru tile: Submittal Fee$ Permit Fee$ � �" CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$_ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ _ TOTAL FEE NOW DUE$ c� �� Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) 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 approve and a reinspection fee will be charged. Signature Signature �� Owner or�ggen Contractor The foregoing instrument was ackpnnowled ed before me this I The foregoing instrument was acknowledged before me this 18 day of 1V( ,20 L,by V�-eA< 'c S4-r-4v% day of d ,201 S ,by to 4110011 who is personally known to me or who has produced QA- who► r who has produced As'dentification and who did take an oath. :��ijdenti, ation and who did take an oath. NOTARY PUBLIC: NOTARY Sign: Sign: MORALES✓ Print: rn .:�� % Print: _ " Public- ° WIVHALLSion#FF 220108 My Commission Expires:' ?: *�? Notary Public-State of Florida My CommisEmig Comm(ss(on#FF 220108 xpires Apr 13 2019 My Comm.Expires Apr 13,2019h National Notary Assn. Bonded through National Not xxax„xaxuxxmxx'x xxxsaxmxavxmmxxxmmxxxxxaxxxxxxmxx APPROVED BY ," / Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 05/19/2011 12:54 5617424078 HOME DEPOT C-FN 2015RO669460 OR BK 29820 Pq 895 QF9s) RECORDED 10/10/2011- 15r38,,221 HARVEY RiJVINs CLERK OF COURT jJMffED]POWEP.OF AWOMY MIAMI-DADE COUNTYY FLORIDA BE IT KNOWN,tlmt CTr1nc1jW")has and appointed,and by m thepresents dot =k, appoint nM hr.W Some Services, a Abad ' C d&46 no Rome Depot At Dome Services and/or its agent_ true and lawf4j,Attomey_4n-pact for hbi/ba and hiather tame,place and stead,for the fallowin?,q=ifio and limited pmwm onl3y. To execute any and all documents removably Aecessmy,Includliag without limitations any ponalt sMlesftasy for the so,144 specific and 5!orobtidning a permit for home Improvemate on babeff of the and for the property located at: giving and granting said Attorney-In-Fact,fWl power and authority to do and pah=ALL and EVERY act and thing whaumy,=noomary to ba dona in and abort the sp&M sad ltvlwi premises(ad out hereinabove)a W to all intents ,%4 purposes,as might or=14 bo 44me if pimimlly pent,with fnU power of substitution and revocation,hereby mffyb4 and confirming all that said attorney shall lawfully do or cam to be done by virtualbereof IN WrIMS WMMEOF,I have hawft at my hand and sed tW ��44Y d' *see Signed,Sealed presence Delivered irk the presaof "CUAL I WMESS STATE OF: COUNff a Notary Public in and for the State of Florida,do h=by certify that w1ho is either pemoully imown to me,or()who pwv1ded x1mbfication,appeared before me this day it parson and iwkaowlcdHqd that he/she siped,sealed wd delivered that said instaumeat as his/her fte6 and voluntary autha=ed for the uses and purposes herdu set forth. Given under my band and official sed this day of -5• (k&- (,S 60 ,20—,L- ------------------------------- III �®a�® i OCT 2 0 2015 C ®vober 27, No"Public #FF 137122 STATE OF FLORIDA,COUNTY OF DARE -- -- 'k�i)cou ---- HEROY CERTIFY that IWs is a tirue copy of ti, - --- -- o4this filed in ifs once on—. --day of 0 C T 2015 20,_ MTNESS my hand.31-0 K'*e!S oQ HA UVlld,CLE rf By D.C. t//' JoHW 05/19/2811 12:54 5617424079 HOME DEPOT C-FH 201 T-RrJ669465 OR BK 29820 Ps 900 Ufts) RECORDED 10/1912015' HARVEY RUVII-h L.ERK I C' OF COURT MIANI-DADE COUNTY.- FLORIDA NOTICE OF COMMENCEMENT A WORUM COPY MW BE POM ON THE JON SITE AT 11=OF FIFW MPE91"ION PeRmrr*NO, —TAX FOLIO No. STATE OF FLORD-k COUNTY OF MIAMI-DADE: JW uNDERWWW hereby glues notice that Wwmxrwhb Wl be MW*to wftn real property,and In accordance with Chapter 7'13,Fb4da Statutes.the foftwft hfOww"On to pmvldvd In Vft Notice of Cornmencsn*nt; SpaceW use of mewdb's Dam IV 'V-;5#-3lTb %�ald 9ILeWaddrew- M ifrm) 2.DoWptOn Of IMPr0VWWM 3.owmer(c)nems and addmem tP44TIQ&'Ps now n1a C- z Interest In properly: Qxe Ehbw-- Name and aidnam of 1w gimple tdormider. 4z r=address and phone bi J19 5.Surety.(Payment bond mquhd by Owner from contactor,ti I NMP,NWM artaphone number: .7)j 1A Ap=nt Of bow$— 1 • • • •••• 6.Lender's name and addressSTATIE 0-F rSoso**4Qqj • A—Qr.R A FOR t,Pwwm within the State of Florida designated by Ownw upon whom mom=or a ere Section 71&130Xaj?.,Florida Stattass, fflaEy in 1"r a.6 0 6 Nam,a==am prote number nrT 8.In addtUdn to hImsell,OWWB CleelgrWas to WW"PWWM(s)to Weft 4 00"t�v Wye as- Goo" 713.13pm plao" B o 6• ly ;-W1 I 0 9.Expftft date of this Notm of Comm=rment i•eoe: WARMING To OVaMW ANY PAYMMT13 MADE Erf TH14 OWNER AFTER THE EXPIM04 OF THE NOTICE OF WAMEWWWARR GONWHO• IMPROPER PAYMENTS UNDER CHAPTER 71&PART 4 SECTION 713.1&PM13A 911ATUTES,AND CAN RESIXT IN YOUR PAYING TWIN FOR IMPROVEMBIVS TO YOUR PROPERTY.A N(MIM OF COMNIONCIDAW MUST HE RECORDED AM POST®ON TW JOB WE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CON"T WITH YOUR LENDER OR AN ATTORNEY SWORE qCWvWNC.WORD OR RJOWDING YOUR 14CM99 CIF qQW4KNQ@aNT, 13 srg�,etrae(a) er(e)or )'Ruch r/DlredorAPartrfet�Marrager Cwt(1 Pramund Prepared Print Name 49NU44AL A=d4;4P-'- Pft Nmtto rdwomce -' il&� m--� Title/ STATE CW FLMdA TIM CWNTY OF MIAMI-DAIDE The faregolaC ad Dire me ft day a M1 4f haWtvidually,or U UMM the following"of I Pwsonapy Ing "Or If dent1ficaft, ====4 I..-4�� Zt=1Z Some of Notary Public: AMBOAMN PUB Under peddee of that the faft ell FMII WF 137122 I-- 1%lic 60- WINDOW AND DOOR INFORMATION SHEET JOB# 8576658 Name Caba Location APPROVAL MULTIPLE Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)PSF (-)PSF {+)PSF {-)PSF Wdth IN Height IN REQ. REQUIRED 1 4 15-0612.14 SGW 60 70 40.1 43.4 56 52 N/A NO 2 4 15-0612.14 SGW 60 70 40.1 43.4 56 52 N/A NO C:3P 3 4 15-0612.12 SH 60 70 40.1 43.4 36 39 N/A NO �� 4 4 15-0612.12 SH 60 70 40.1 43.4 22 26 N/A NO b 6 4 15-0612.12 SH 60 70 40.1 43.4 36 52 N/A NO j 7 4 15-0612.12 SH 60 70 40.1 43.4 36 52 N/A NO SGW=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH= DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD= PATIO SLIDER DOOR/CASE=CASEMENT/ PICT= PICTURE WINDOW/ED= ENTRY DOOR/AWN=AWNING A! CA! BY DAT • • • • • • • • • r,CDEPT • • • • • • • • • •• • • • s • • •• ••• • • • • • SUBJECT TO COMPLIANCE WITH ALL FEDERAL vaglixil, �;TnTF ANS CC1lINTY RULFS AND RFrIJLATIO�JS •�• i i i s •i• • •• •• • • • •• •• ••• • • • ••• • • 1 OF 1 • FLORIDA BUILDING CODE 2014-ASCE/SEI 7-10-WIND LOAD TABLES-170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positivel Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5j z4 z5 z4&z5 z4 I z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43A 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 54A 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 50.2 1 61.8 1 50.6 54.9 67.8 51-60 53.4 1 57.8 1 71.2 58.4 63.3 78.2 LOCATION BROWARD COUNT(, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positivel Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55.4• 68j6 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 549 59.4• 73.4 000000 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70.4 •67.6• 62.5• 1 IN-1• •0 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 54.9 59.4 73.1 65.0 0 VI-2 •••••• ±51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 56.6 61.3 75.5 67.1 82.LOCATION •MIAMI-DADE COUNTY MIAMI-DABTa GOU�' • •• ••••• • • GENERAL NOTES: •••••• • •• 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR:OMPONENTS AND CLADDNVG (HURRICANE• • • ••i• SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT•THE DESIDA•••• PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUIIHORPnES. 0••••0 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEIA. TA SIGNA &E:•• • • AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATIONP 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings.For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft For building>30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBC-HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt--1-(FLAT TERRAIN) 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) 11-TRIBUTARY AREA:10 SQF 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 401%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 it RoaF Slope r IZ E N G C Ojnc. sl z4 I * Engineering SeMces-CA 8116 z4 I 1 Z51 h) IZS I MEAN ROOF i 5595 Oran a Dnve 2('I M �j CG~T .,all t0 DAVIE-FLORIDA 3331 4 SEP 2 3 2015 Tel:(954)585-0304 a<=BW x 0.1 Or a <=h x 0.4 E-mall:En 57AOLco�^ gco c. PEDRO DE FIGUEIREDO BW Iess or equal than BL PE 52609 a must not be less than NOT VALID W/OUT SEAL a=3feet or a=0.04xBW � o 133 NW 103 ST 4 5 dug` — 55'(r ...... BATHROOM BEDROOM 6 • 3 KITCHEN • • ;••• • ••••,• 9'2" • • • • e• a see • eseeJ• •0e ease:* • ••e••a •••tea^ •• • • ecce e • •••e• ee•ese 8664 00000 •f •• ss• 00.04 • • see••• • •• • • • ••sees • e. 0000 • • • BeDR®OM •• • • •• 7 LIVING ROOM 2 N/A�., 1 t MM®C�i4DE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1.070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami–Dade County RER– Product Control Section to be used in Miami–Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami–Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11CA2740" Outswing PVC Casement Window–L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00886 titled "CA2740 OS White PVC Casement Window Impact",sheets 1 through 5 of 5,dated 10/27/09,with revision D dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami–Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved" and American Architectural Manufacturers Association Permanent Label Requirements,unless otherwise noted herein. REVISION 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�t the request of the Building Official. This NOA revises and renews NOA No.7111-11U.1264 eo;sijts-ofthis page 1 and evidence pages E-1 and E-2,as well as approval document mentioned alVv,.; ; ':e: •• The submitted documentation was reviewed bysTflknlit i Pet ez,P'E" Irij- ••. ••. •.. NOA No.13-1021.11 . . • • . Expiration Date: August 11,2020 MIAMIDI f? '.' '.' . : Approval Date: June 11,2015 Page 1 .. . . . . ... . . . .. . •.. . . . . . . . • . . . . • . .. .. • . . .. •. ... . . . ... . . t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 08-00886 titled "CA2740 OS White PVC Casement Window Impact", sheets 1 through 5 of 5, dated 10/27/09 with the latest revision D dated 05/20/15, prepared by manufacturer,signed and scaled by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a PVC casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL-7485, dated 08/22/13,signed and sealed by Jorge A.Naya,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 . along with marked-up drawings and installation diagram of a PVC casement window, prepared by National Certified Testing Laboratories,Inc.,Test Reports No. NCTL-210-3634-1 and NCTL-210-3634-2,dated 12/28/07 and 05/30/08,both signed and-sealed by Gerard J. Ferrara,P.E. (Submitted under NOA No. 091.103.08) C. CALCULATIONS 1. Verification calculations and structural analysis, complying with FBC 5th Edition (2014),dated 10/15/13 and revised on 05/22/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). .. ... . . . . . .. •• . . . . • . .. . . . . ... . • . • . • . . • .. ... .. . . . .. Manuel P , .E. •a ••• 000 .•• •.. Product Control xa ner •• : : : NOA No.13-1021.11 .• • • Expiration Date: August 11,2020 • Approval Date: June 11,2015 E-I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiating on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 12-0420.01 issued to L.B. Plastics, Inc. for their "Florida Bronze Color Laminated White Rigid PVC Exterior Extrusions" dated 12/06/12, expiring on 12/30/15. 4. Notice of Acceptance No. 10-1208.02 issued to L.B. Plastics, Inc. for their "White Rigid PVC Exterior Extrusions"dated 12/30/10, expiring on 12/30/15. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and with the FBC 5111 Edition (2014), dated 05/22/15, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and independence, dated 10/15/13, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FT1 -7485, issued by Fenestration Testing Laboratory,Inc.,dated 08/22/13,signed and sealed by Jorge A.Naya,P.E. 4. Proposal issued by Product Control,dated 04/30/13, signed by Jaime D. Gascon,P.E. 5. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and scaled by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 11-1114.22) 6. Laboratory compliance letter for Test Reports No.NCTL-210-3634-1 and NCTL-210-3634-2, issued by National Certified Testing Laboratories, Inc., dated 12/04/07 and 05/28/08,both signed and sealed by Gerard J.Ferrara,P.E. (Submitted under NOA No. 09-1103.08) G. OTHERS 1. Notice of Acceptance No. 11-1114.22, issued to PGT Industries, Inc. for their Series "CA's-2740/ 2840 Vinyl" White PVC Casement Window — L.M.I.", approved on 02/16/12 and expiring on 08/11/15. �Xa 4,pa .. ... . . . . . .. . .. . . . . ... . . . . . Manuel P ez, .E. Product Control kxayiner • "' "' ••• NOA No. EC 021.11 . ; ; ; Expiration Date: August 11,2020 000 :0 Approval Date: June 11,2015 E-2 ... . . . . ... . . . . . ... . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . REVISIONS 36' MAX. FRAME WIDTH 8 5 1 REy DESCRIPTION DATE APPROVED 6" MAX. 12" MAX. O.C. 6" MAX. D ADDED GLASS TYPE F, UPDATED TO FBC STH ED. 05/20/15 JR NOTES: 1) THEREQPRODUCT TS HON HEREIN I BUILDING NG C DE. MANUFACTURED TO COMPLY WITH 6" MAX. T � 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO 1 PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY INTERIOR OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. �j MITERED AND 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS WELDED CORNER 1 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN 10 1/2" WIND—BORNE DEBRIS REGIONS. MAX. O.C. 74" g 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX' SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM T_ HEIGHT EXTERIOR 8 STACK TO BE 1/4". 6) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X 76" 70" INSTALLATIONS. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. WOOD BUCKS L o. FRAME CORNER CONSTRUCTION DETAIL ARE OPTIONAL, UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS (WHEN FRAME X D. HEIGHT \ USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD HEIGHT \ 6 2 7 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR • •• ARCHITECT OF RECORD, (AOR) • • • \ 7) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCKS, USE #10 WOOD SCREW WITH • • ••• • 00,\ SUFFICIENT LENGTH TO ACHIEVE A 1-3/8' MIN. EMBEDMENT INTO SUBSTRATE WITH ••• •• • 13/16" MIN. EDGEDISTANCE. • • •••••: • • \ 8) FOR INSTALLATION THROUGH 1X WOOD BUCKS INTO CMU/MASONRY, USE 3/16" TIW - :I •• • • • = \ INTERIOR TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/4" MIN. EMBEDMENT MITERED AND INTO SUBSTRATE WITH 2-5/8"" MIN. EDGE DISTANCE. • • ••••• �� WELDED CORNER 2 9) 'FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH •• SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND MAX. 7 INSTALLATION DETAILS. 10 ALL FASTENERS TO BE CORROSION RESISTANT. EXTEA/OR11; INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR •• •• 29 7/8' MAX 6 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN • • C.L.O. WIDTH 34 3/8" MAX. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: ••• •• •••• ••••• VENT WIDTH SASH CORNER CONSTRUCTION DETAIL A. WORD E MINIMUM SPECIFIC GRAVITY of G=0.42 GTH •• •••••• CJ27,W OS CASEMENT WINDOW B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF AND PSI. • • • •EXTERIOR VIEW FC.C OOF MINIMNCRETE UM 1.9NKSIUCONFORMS TOOASTM CRMAL 90 HT AND COMPRESSIVE STRENGTH, 0004 •• WJ42 5qTHW425GLAZIIIrGTYPEN CA2740 WITH GL47ING TYPES C,D&E 12) ALLOWABLE STRESS INCREASE OF-1/3 WAS NOT USED IN THE DESIGN OF THE DEStQNPt1ESSUR@RATING IMPACT RATING DESIGN PRESSURE RATtNQ IMPACT RATING PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. +65.0 PSF LARGE AND SMALL +80.0 PSF LARGE AND SMALL 13) FRAME AND SASH MATERIAL: EXTRUDED WHITE RIGID PVC .i06" THICK. 80.0 PSF MISSILE IMPACT 120.0 PSF MISSILE IMPACT 14) UNITS MAY BE RIGHT HAND OR LEFT HAND. THE 2740 SERIES USES EITHER A PVB OR SENTRYGLAS (SG) INTERLAYER. UNITS CA274oWITHQLA21NG7YPE8 GLAZED WITH GLASS CONTAINING AN SG INTERLAYER WERE PREVIOUSLY KNOWN AS THE 2840 SERIES. DESIGN PRESSURE RATING IMPACTRATING 15) REFERENCE L.B. PLASTICS, INC NOA'S FOR FLORIDA—BRONZE LAMINATED -3 ,Wi1TFi1RIGID PVC' i +65.0 PSF LARGE AND SMALL PGT INDUSTRIES �` ° •.•.''<< 70.0 PSF MISSILE IMPACT ��'' RODUCT RGVIS&D 1070 TECHNOLOGY DRIVE '•. � swam Blytug wi01 l6a FloridaJo.58705 da NOKOMIS, FL 34275 �L: TABLE OF CONTENTS N SHEET NO. DESCRIPTION DSO CA2740 OS WHITE PVC CASEMENT WINDOWAIMPACTKI '• '�'s1 ELEVATION, ANCHORING AND NOTES ELEVATION, ANCHORING AND NOTEP '• E d)" �2 BILL OF MATERIALS AND CROSS SECTIONS Rodaat 1miDRAWN; DWO NO• ` 0RID3 - 4 INSTALLATION DETAILS TJH 08-00886 �' r /ONAA:'L'yDOiMIIId�, P.E. 5 GLAZING DETAILS AND COMPONENTS NTS — 10/27 09 SHEET1 OF 5FL P.E. #58705 I PARTS LIST Rusims NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DEscRArnoH DATE APPROVED1 8290 FRAME HEAD,JAMB&SILL LB PLASTICS INC. WHITE RIGID PVC D OED GLASS TYPE F. UPDATED TO FBC 5TH ED. 05/20/15 JR F2 8292-1 SASH TOP, 80770M&VERTICAL LB PLASTICS INC. WHITE RIGID PVC 3 8294 7/16'GLAZING BEAD LB PLASTICS INC. WHITE RIGID PVC 16 4 8213 I.G. GLAZING BEAD LB PLASTICS INC. WHITE RIGID PVC 1 5 ST1007B FRAME REINFORCEMENT HOT DIPPED HYGRADE A653 GAW.STEEL 5 6 STlD07B SASH REINFORCEMENT HOT DIPPED HYGRADE A653 GALV STEEL 8 0 7 OC-4952 SASH STIFFENER EASTERN METALS ALUMINUM 6063-T5 8 OC-4932 FRAME STIFFENER EASTERN METALS ALUMINUM 6063-T5 9 9 LBP-1375 BULB SEAL,SASH REED RUBBER 65A TPV 10 10 LBP-1376 FRAME GASKET REED RUBBER 65A TPV 2 7 11 OP06750200 X DRIVE DUAL ARM OPERATOR ASSY ROTO HARDWARE STAINLESS STEEL 12 DIHWBX3/4-410 18 FH TEK SCREW GLF TECHNICAL STAINLESS STEEL 13 3 4 13 SIKAFLEX 552 GLAZING COMPOUND SIVA POLYURETHANE @---- INTERIOR 14 NHC50038SS SNUBBER IPS 318 STAINLESS STL EXTERIOR 3 4 15 NHCW07SS••• KEEPER IPS 318 STAINLESS STL • l� 2NB-804A • RIGID FQLEP. WETER 85 FRANK LOWE NEOPRENE 2 11 4 • 1 f 8343 • FIN ADAPT12 IR • LB PLASTICS INC. WHITE RIGID PVC 5 14 10 3 18 7 15 10 8 (n) •••••• v • • Tit • • IMPACT:LA7�NG S:E SHEET 5 L' •• 50 62869/70 • SUPLRSNW(S 6'&7/16') OUANEX FOAM EPDM W/DES. • 71752K•••• • SET. BWW jt X 7/16'X 4' DURO = 85 +/-5 NEOPRENE 9 n ••• 32 71751K •••• SET. BL X 1-1/16'X 4' DURO = 85+/-5 INEOPRENE U •• •• •• • ••• — INTERIOR R FLORIDA—BRONZLO LAMINATED ft WHITE•RIGID PVC EXTRUSIONS BY L.B. PLASTICS, INC, 1 O FLANGE U • TO BE L•ABEL2&WITH AAMA•E�k1RUDER CODE, EXTRUDER NAME, CITY, STATE AND •• ICA REQUIRFVENTS 000000 • • 17 s•• •• ••••• •••••• MASONRY • • •••• •• �r--� • • • • CIO all ••• •• • • • VERTICAL CROSS SECTION EXTERIOR CONSACTION*NOTES: MASONRY 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID WHITE FLANGE 1 9 6 2 13 2 9 1 17 PVC LINEALS AND UTILIZE A GALVANIZED A653 STEEL TUBE REINFORCING CHANNEL. ALL CORNERS ARE MITERED AND WELDED. HORIZONTAL CROSS SECTION 2) ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE t t�I t t I ll- YNN EXTRUDED RIGID WHITE PVC LINFALS AND UTILIZE A PGT INDUSTRIES `��• .......4f/i GALVANIZED A653 STEEL REINFORCING TUBE. ALL CORNERS <> �1ceNS '.•FP ARE MITERED AND WELDED. contpy,Lttg Wtth[PIRMUCTREVItheeFloilda 1070 TECHNOLOGY DRIVE t ui.Vly'odo NOKOMIS, FL 34275 • No.5870.5 Ing 3) ITEM X117, FIN ADAPTER, IS A NON—STRUCTURAL ADD—ON [4, ccePART. MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT � IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY CA2740 OS WHITE PVC CASEMENT WINDOW IMPACT U BILL OF MATERIALS AND CROSS SECTIONS ;� � "�t�� BE SCORED AND REMOVED BEFORE INSTALLATION. SEE Ro&,ct Conro CR<'.• SATCO 1V. INSTALLATION DETAILS SHEETS 3-4. DRAWN: p NO. REV (`S'•F�ORID�.•'G��: TJH 08-00886 D gf0....••'�N: Al L'O'NipII`O.E. scAEE NTS °ATE 10/27/09 s"ECT2 OF 5 FL FP.k. 58705 2 5/8" MIN. 9/16" MIN. P"SIONS EDGE DISTANCE EDGE DISTANCE RLV DESCRIPTION DATE I APPROVED 2X SUCK/WOOD FRAMING p m OLAss TYPE F, UPDATED TO FBC 5TH E0. 05/20/15 I JR HERS, 2X BUC a Q BY OT PROPERLY SECURED d' 1 3/8" MIN. 1.2EMB. ° a d °' MIN. EMB. 3/8" MIN. J_ EDGE DISTANCE { APPROVED SEALANT L� SIM" M X. METAL STUD 3-THREAD MIN. CONCRETE/ c BY OTHERS �} 16GA (.060") MIN BEYOND SUBSTRATE BY OTHERS 1/4„ I I RIGID FILLER BY OTHERS SHIM SPACE lul APPROVED SEALANT (} #10 WOOD c BY OTHERS I I RIGID FILLER SCREW 0 1/4" MAX' lUl APPROVED SEALANT SHIM SPACE 1X BUCK BY OTHERS, 3/16" ITW TAPCON BY OTHERS RIGID FILLER 1X BUCK TO BE EXTERIOR INTERIOR PROPERLY SECURED ��] EXTERIOR INTERIOR HEAD a X10 TEK WOOD FRAMING OR 2X BUCKFLANGE INSTALLATION SCREW • •• HEAD SHOWN,JAMBS AND SILL SIMILAR . HEAD EXTERIOR INTERIOR • • ••• 00N0RErE/h14S0MW FLANGE INSTALLATION HEAD ••• •• VF,4D SH fttPJAMQS AND SILL SIMILAR 9/16, MIN. METAL FRAMING FLANGE INSTALLATION • • 2X BUCK/WOOD FRAMING EDGE DISTANCE HEAD SHOWN,JAMBS AND SILL SIMILAR *00000 3/8" MIN. ••• •• • • • • BY OTHERS, 2X BUCK TO BE PROPERLY SECURED METAL STUD EDGE DISTANCE •• • 9 V/8`RIIN. 16GA (060"} MIN 3-THREAD MIN. •• •• ••••�EDC"DISTANCE 1 3/8" BY OTHERS BEYOND SUBSTRATE 09000 • • • MIN. EMB. •• s• sees • a. a •• •• •• • ••s'r 41' ° o 0 • • MIN. 1/4 EM®. •s o 400060 4 d °' C� SHIM"SPACE 1/4- MAX. ••• •• • • � • o• APPROVED SEALANT O APPROVED SEALANT SHIM SPACE ••• •• ••s •• • • BY OTHERS BY OTHERS RIGID FILLER •• CONCREMASONRY•••• • RIGID FILLER �( •i• ••BY OTHERS • s• 1/4" MAX. SCREW 10 OD #10 TEK ****so•••s• SHIM SPACE (� SCREW APPROVED•SEAL;T BY OTHERS RIGID FILLER EXTERIOR INTERIOR EXTERIOR INTERIOR 1X BUCK BY OTHERS, 1X BUCK TO BE 3/16" ITW TAPCON HEAD HEAD PROPERLY SECURED "U WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN,JAMBS AND SILL SIMILAR HEAD SHOWN,JAMBS AND SILL SIMILAR EXTERIOR INTERIOR ' PGT INDUSTRIES \C��''LtCENSF'�<<CC///i RODUcrteevrsBD 1070 TECHNOLOGY DRIVE P'• 'P Gomplyfngwthawflotlda NOKOMIS, FL 34275 No.58705 •'�' C HEAD uIldlDg CONCRETEIMASONRY BOX FRAME INSTALLATION aeplunco N HEAD SHOWN,JAMBSAND SILL SIMILAR °au CA2740 OS WHITE PVC CASEMENT WINDOW IMPACT + ` S.r Zl- INSTALLATION DETAILS ��.[� r.TE O- (V a&Pmduct ont LTJH DWG N0. Rty 5'F�OR10L.•jC�C�: OB-00886 D , aE�oA. Lyhm Mlllar•, P.E. S °ATE 10 27/09 SHEET OF 5 FL P.E. #58705 REMSIONS 2 5/8" MIN. REV DESCWPnM DANE I APPROVED EDGE DISTANCE——— D ADDED GLASS TYPE F. UPDATED TO FBC 5TH ED. 05/20/15 1 JR Q a G, 1 1/4 CONCRETE/ v q •'.4 MASONRY MIN. EMB. BY OTHERS � 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO 9/16" MIN. EDGE DISTANCE BE PROPERLY SECURED FIN TO BE 0 SET IN BED OF 1/4" MAX. j1 3/8" APPROVED SEALANT SHIM SPACE 1 MIN. EMB. 1X BUCK BY OTHERS, RIGID FILLER FIN TO BE d �Ir 1X BUCK TO BE SET IN BED OF 1/4" MAX. PROPERLY SECURED 3/16" ITW TAPCON APPROVED SEALANT SHIM SPACE RIGID FILLER 0 •••• EXTERIOR INTERIOR #10 WOOD • • ••• • • •• SCREW :• •: • ••• : HEAD •••••• CONCRETIDW SONRY FIN INSTALLATION EXTERIOR INTERIOR •• •• • • • • HEAD SHOWN,JAMBS AND SILL SIMILAR • • •••••e HEAD • •• •••• •• •• WOOD FRAMING OR 2X BUCK FIN INSTALLATION 06000 • • • • HEAD SHOWN,JAMBS AND SILL SIMILAR • 0040 IN* 0 0000 • • •• ••� e••••e 3/8" MIN. ••• •• EDGE DISTANCE • • • ••64wr"STUD 16 :jWJ MIN.•• •• e••••e HERS 3—THREAD MIN. •••• BEYOND SUBSTRATE • • • • 000100 • • • • • FIN TO BE SET IN BED OF Q 1/4" MAX. APPROVED SEALANT SHIM SPACE RIGID FILLER S10 CREWK PGT INDUSTRIES ;:��.•' \CEN$F'/<<tO� RODUCrREVlSED 1070 TECHNOLOGY DRIVE cowly6tg with Ote Florida '•,.* EXTERIOR INTERIOR dlasCodv NOKOMIS, FL 34275 No.58705 Dace "G CA2740 OS WHITE PVC CASEMENT WINDOW IMPACT =7.1•'•�s I f ::' HEAD Product on o INSTALLATION DETAILS 'OT, s qre d �W, METAL FRAMING FIN INSTALLATION :F FLORtDp., HEAD SHOWN,JAMBSAND SILL SIMILAR txeaH MMRo. 08-00886 D SS/ONAI.ANG SCALE NTS DATE 10/27/09 s"T4 OF 5 A•FLyp•µ#58705E. 3.425" --� REVISM Ar 7/8" I REV DESCRIPTION DATE APPROVED 5/16" 1/8" HS 1/8" HS D ED GLASS TYPE F. UPDATED TO FSC 5TH ED. 05/20/15 JR 090" 090" BUTACITE PVBBUTACITE PVB BY E.I. DUPONT BY E.I. DUPONT 7/16" AIRSPACE I n 2.453" 1/8" HS 1/8" HS 1/8" TEMP. L IuI EXTERIOR INTERIOR 5/8" EXTEUF 5/8" .65" 125' GLASS BREGLASS BITE �,B25" r SIKAFAg SIKAFLEX 5552 O FRAME HEAD,JAMB&SILL o 50 1WHITE RIGID PVC.106'THICK 52 2,768" 0 FRAME STIFFENER 0 SASH STIFFENER 76" ALUMINUM6068•T5.098"THICK ALUMINUM 6083-75.065"THICK GLASS TYPE A GLASS TYPE B • •• (J 1.04"�– • • • 2.299" • • • • :see a 7/8" 7/8 .738' •• e• a HS 5e�" • 1/8" HS 3/16" ANN •• 09o" ;e�e e; .090" .090" SENT SASH TOPBOTTOM&VERTICAL • SENTRYGLAS SENTRYGLAS O , Q SASH REINFORCEMENT • •• •• •• BY E.I. DUPONT BY E.I. DUPONT WHITE RIGID PVC.106"THICK BY E.I. P PON • • 7/16" AIRSPACE 5/16" AIRSPACE 18QA(084)GALVANIZED STEEL A653 •• •• •••• •••••• ••• •• 1/8�TS •••• 1/8" HS 1/8" TEMP. 3/16" ANN1/8" TEMP. s • • • • • EXTCRK)li• INTERIlti1i•• EXTERIOR INTERIOR EXTERIOR INTERIOR ••• •• SIKAFLEX SIKAFLEX • SI�CAFLEX • •••••• 552 L 552 --{1.04" •:• •• 552 000 IV" GLASS BITE q 5/8" GLASS BITE 5/8" GLASS BITE f'—'f •9 1 1 31„ • • • 50 50 �J • .738" ••• •• 51 • 52 52 1.378" •198" •• • I .385" 5O FRAME REINFORCEMENT 15 KEEPER GLASS TYPE C GLASS TYPE D GLASS TYPE E t 7 FIN ADAPTER 14GA(.079)GALVANIZED STEEL A653 318 STAINLESS STEEL WHITE RIGID PVC.062"THICK .079"THICK `\lutuilrliii 1.375 ,843" 22"- 6" PGT INDUSTRIES e�:•. RODUCTttBVISLiD 1070 TECHNOLOGY DRIVE `•,�•. +—� 1.279* Od g0oft tortde �• NOKOMIS, FL 34275 = No.5B705 41"� 834" 414"� 838" r o CA2740 OS WHITE PVC CASEMENT WINDOW IMPACT —� —� .466" GLAZING DETAILS AND COMPONNENTS '� ' s ATG :.�• 7/16"GLAZING BEAD RIGID �odimn "'O�c''•.,FtpR1oP•' Nom` O O I.G.GLAZING BEAD 14 SNUBBER 16 Sg NA �� \ WHITE RIGID PVC.06"THICK DUROMETER 85 OWC N0. REV WHITE RIGID PVC.O6"1H1CK 318STA(NLESSSTEEL 70 L .078"THICK NEOPRENE. TJH 08-00886 D A. L ', scALE NTS DATE 10/27/09 SHEETS OF 5 AFLYP.E?w#58705.E. r MMI®DADtE 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.miamidadLgov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami---Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series"9FIR-510 Vinyl"White PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 51912,titled"Vinyl Horiz. Roller Window, Impact-resistant", sheets 1 through 10 of 10,dated 08/12/09,with revision C dated 05/29/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,F.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fob inspection at the job site at the request of the Building Official. This NOA revises and renews NO.i#11-J1f4.46sn41 mn'sisOMthis page 1 and evidence pages E-1 and E-2,as well as approval document nTWtid*d.-abore.: :. The submitted documentation was NvieW b?Martuel•Pareq�.E. •• "' ' ..• NOA No.15-0612.14 bDA FguyaE couNrr . ; • :qnglj Expiration Date: February 17,2021 •• Approval Date: July 30 2015 l�¢ . Page 1 ... . . . . ... . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact-resistant", sheets 1 through 10 of 10, dated 08/12/09, with revision C dated 05/29/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916, dated 06118/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511 Edition(2014),dated 06/05/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). .. ... . . . . . .. .. ... .. . . . .. Manuel Pe P.E. Product Control AxaOiner • •" '•• ••• NOA No.15- 612.14 Expiration Date: February 17,2021 • •• ' ' ' •• Approval Date: July 302015 E-1 . . . . . . . . . . . .. .. . . . .. .. o PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/07/13,expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51'Edition(2014), dated June 5,2015,issued by manufacturer, signed and scaled by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 5, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1114.06,issued to PGT Industries for their Series "HR-510"White PVC Horizontal Roller Window-L.M.I."approved on 02/09/12 and expiring on 02/17/16. .. ... . . . . . .. • .. . . . . . ..41 ... .. 0.0 . . .. Manuel Pe ,P.E. Product Control EWniner ' "• boo ••• • ... NOA No. 15-0612.14 ' ' • • •• 0 : : Expiration.Date: February 17,2021 .. . . . . . . . . . ..; ;• • . .. Approval Date: July 30 2015 E-2 ... . . . . ... . . ®IMPACT-RESISTANT HORIZONTAL ROLLER r2 518"MAX.TYP. 4"0 C MAX TYP 21 TYPE• r ® Design Pressure Rating Impact Ravng 1 +00/-70 PSF Large and Small Missile Impact BOX FRAME AND INTEGRAL FIN WINDOWS np"�n«•am�n pm•awl +60/-70 PSF Large MlssOa Impact Ordy GENERAL NOTES: 1.GLAZING OPTIONS: A.7/8"IG-51161 H/H-SG+7116"-AIR+11BACAP rs B.7/8"IG-5116"HM-SG+7/10'-AIR+1/8"T CAP _ = 0 NOA DRAWING TABLE OF CONTENTS 2.CONFIGURATIONS:XO AND OX. o o w SHEET 3.DESIGN PRESSURES:+601-70 PSF(ALL GLASS TYPES LISTED) o GENERAL NOTES....................................1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE Wl a ELEVATIONS............................................1 LL GLAZING DETAILS...................................2-3 AND GLASS TABLES ASTM E 1300. v Lj "r SECTIONS,I.F.FRAME............................4 DESIGN LOADS BASED ON WATER 0 SECTIONS,BOX FRAME.........................5 PRESSURE AND GLASS ' PARTS LIST..............................................6 4.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS EXTRUSIONS............................................7 30'ABOVE GRADE IN THE HVHZ,THE EXTERIOR CAP OF ANCHORAGE SPACING,BOX FRAME...8 INSULATED GLASS UNITS MUST BE TEMPERED. ® X Q ANCHORAGE DETAILS,BOX FAAME.....1 • _ _ ANCHORAGE DETAILS,I.F.FRAME 10 •S.ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS • • • 110WN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE •••••• HALL BE 4Y L DRESSING OR STUCCO.THE 331!3% 32 3/4 VENT DLO WIDTH 3291161 29118 FIXED DLO WIDTH • STRESS INCREASE NOT BEEN USED IN THE DESIGN OF THIS INTEGRAL FIN •••••• • •PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL 73"MAX• MAX.SIZE a 73"X 62" • SLIREWS, AT CO INTO CONTACT WITH OTHER DISSIMILAR 761/4"FRAME O.D. • MAT ERIAL�${�Ij ET THE REQUIREMENTS OF THE FLORIDA 00000* UILDING CODE.APPROVED ANCHORS:1,3/18"ELCO ULTRACON) • • X10 STEF•LSCR.LW(G5)AND 3.(.120)X 1-112"ROOFING NAIL FOR© 73"MAX. •••0• •FIN• 660694 329116 FIXED DLO WIDTH ••••• 32 3!4 VENT DLO WIDTH • • 8''!!•R'EFEREN@M!MST REPORTS FTL-5918;ELCO TEXTRON NOA • • Ory�vSUAF& L&WOOD CONSTRUCTION;ADM ALUMINUM •••• DESIGN MANUAL;QUANEX BUILDING PRODUCTS(WHITE RIGID PVC EXTERIOR NWRUSIONS FOR WINDOWS AND DOORS) • •• •O�THIS PRt)ISJC1"S BEEN DESIGNED&TESTED 00 TO COMPLY • • *WITH THEREQU*REMENTS OF THE FLORIDA BUILDING CODE, 000000 INCLUDINL}1411 H114 VELOCITY HURRICANE ZONE(HVHZ). COru •• •0• w • S SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT = © PRODUCT'REVISED FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF 0 / p as complyingw11b Me F1aft code TRANSFERRING APPLIED LOADS. X tv � IS-r 6i9-4 4- 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE r° LL Cimlion Dnta AND FLANGE OR FIN.OVERALL SEALING/FLASHING STRATEqY Mtnml ade Prodnct Can FOR WATER RESISTANCE OF INSTALLATION SHALL BE �C DONE BY OTHERS. 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE X O SOUTHERN PINE(G=0.55),CONCRETE(MIN.3.5 KSI)AND _ CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. 81/2"MAX �6114" 1 43/4 SEE SHEET 8FOR 15"MAX.O.C.�+ BOX FRAME ti ® © NCHOR REQUIREMENT MAX.SIZE=73"X 62" — "SG"=SENTRYGLAS BY KURARAY AMERICA,INC. 8 1/2"Max. 3 Ly rvsasr ams R.*b- a„w, 0'.� 4/j SC 05/28/ib C EDIT NOTES FOR FOC20141REVISE MAX HEIGHT f1 '•. S1ATE°F > 10707EC NOLOGY OWE ELEVATIONS&ANCHORAGE ';O,r FL°R,oA.:�f��;' J.J, 10/17/11 B FBC 2010 CODE CHANGE N.VEMCE,FL cars F C . J.R. 01/18/10 A Added DP/!m act box fame,chs ed tragi above note P.O.BOx 1528 Vinyl Hortz.Roller Window,tm act-resistant ',SSt pN taL ti` 5;;aF Opp,. adk 11 34274 R270�' �" �"'� oeroG4 Asr. A.L1/PIN M1lV.'t'f1,�.E. J.R. 08/12/09 FL COA®28268 HR810 NTS 1 -10 51912 C P.ER 68706 ® 7/8"OVERALL GLASS NOMINAL 5118"LAMI GLASS NOMINAL 118°HEAT STRENGTHENED GLASS 7/18"AIRSPACE .090'SENTRYGLAS®BY 1/8"ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS 118"HEAT STRENGTHENED GLASS 1/2"NOM. 29 GLASS BITE 32 • •• Illf • •••i ` 37 28 •�•••• • • • 29 •••••• •• •• •• ••••• •• •••••e EXTERIOR • • ••••• • •••• •0 000• •• •••• � 35 •••••• •• •••••• •• • •••••• • ••• i E:l • • PRODUCT REVISED ss compiyi�with iho Florida puilding Coda 2 Am*m - laaco No t A W OPTIONAL. C ata w11 FLANGE MA7od"cl' �t I111l/ 7/8"LAMI I.G.GLAZING DETAIL Op1V.......tyt" WITH 5/16"LAMI GLASS AND 1/8"CAP No.58705 7Y .' �. 1SC06/29115 �C NO CHANGE THIS SHEET GLA ;O. t"VI (� GLAZING DETAILS-BOX OR FLANGE FRAME ..- R +0707ECNNOLooroalvE C9 J.J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE,FL 34275 I 14hyl Horiz.Roller Window,l ct resfstant U(N�ttalI J.R. 01/18/10 A Cha ed lass make up,drawl We. P.O.B4x+ Rff- aewe s.e 77e 7s A LYNN AAILLER P.E R—W. Oatx Cneoma ome NOKOMIS.FL 34274F07610 1:1 2 wr 10 5191-2 C P.E.N 58705 J.R. 002/09 FL COA N2985 ® 7/8"OVERALL GLASS NOMINAL 5118'LAMI GLASS NOMINAL 118"HEAT STRENGTHENED GLASS 7116"AIRSPACE .090°SENTRYGLAS0BY 118'ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS 118"HEAT STRENGTHENED GLASS 1/2'NOM. 29 GLASS BITE 32 0 39 oboes: • • 37 2 •• b 0 • • • 29 • sees•• sees•• •• •• •• • • •es•• •• sees•• EXTERIOR sees• • sees • • •• sees •e•••• • 4106, sees•• i • • lose • as sees** • ••` • O • 1 PRODUCT RtiVIS°D as complying wlih the Flsdds auilding Code t`izpimtioneDa OPTIONAL J FLANGE °y Mi ti ada pr th 7/8"LAMI I.G.GLAZING DETAIL LYNN 411 WITH 5/16"LAM GLASS AND 1/8"CAP ��' _ No.58705 ;L41 s sY. oWx pmum ATC: F t(/ SC 05/28/15 C NO CHANOETHIS SHEET GLAZING DETAILS-INTEGRAL PIN FRAME '-p��' F��Rto�•. I � 10/17/11 B NO CHANGE THIS SHEET ��TEcwuoLoar oa vE L :FC''•........ �� N.YENICE,FL34275 �I Vint Horiz.Roller Window,Im act resistant ' ,`;ONM, J.R. 01/18/10 A Changed lass make up,drawl title. P.o.sox ts2e ,,,� a� m amw a LrAhIA1UA P.E. NOKOMIS,FL 34274 Q JR�t7�8 v ma ur FL COA M2B298 mato 1:1 3 d 10 5191-2 C P.E.#53705 19 18 13 1 SEE NOTE 1 14 SEE NOTE 4 DETAIL D SEE NOTE 1 15 16 HEAD SECTION 1 1 D D SEE NOTE 3 29 0 0 29 11 EXTERIOR SEE NOTE 2 4 5 29 22 21 .' P�ETAIL A DETAIL B DETAIL C ; LEPI9AM6 SECTION MEETING RAIL SECTION RIGHT JAMB SECTION • •••• • • • EXTERIOR • • • •••••• ':0 0 0• P•0 NOTES: •• •• 0":" " 1.#6 x U2Ft%MV LOCATED AT 41/2° 00000 PROM EACs JW)AND AT 18'O.C. • • • • • 0 0 0 0 0 •2.#6 x 3,8 PL-mg,LOCATED AT 4117' • • FROM EVjiI %Q A6ND AT 16'O.C. 1 ••.••• • 21 0 0 •• 3.#6 x 1/S PLGW*,LOCATED AT 41/2' SEE NOTE • ••'FROM EP*CH EVD, • • • •••••• 04.CAM LOiKS:• • 29 22 ' ":(2)AT 7'EACH END a RO VI E plying FIaFIda 5.WEEPHOLES ARE VX 31W.SEE Idnllding Coda ( 'Oc&ot.2 w SHEET 1 FOR LOCATIONS. ji7 PA7ipirel a Pa a ¢ 1 By 1 SEE NOTE 5 M' 1 ado Produd, 10 DETAIL E o SILL SECTION �,10 C\Y LYNN /�' �o•.......... << '% HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) 1Z No.58705 rweer• Vv mae,c u.vred. -'� S rEOF SC OS/29H5 C NO CHANGE THIS SHEET "n ` �o7oTECNNaLoov wuvE CROSS SECTIONS-INTEGRAL FIN `�S•.�ZORIOH.••;C�`; IT� 10/17/11 B NO CHANGE THIS SHEET N.VEN CE.FL 3427b aev,nar ars rm.+m. Vinyl Hot.Roller Window,im act resisfant �' `s J.R. 01/18/10 A No changes this sheet. P.O.eox�sze n NOKOMIS.FL 34274 ® ater� �` ane4 �� ' A LSP MILD,P.E. JJ.R 09112/09 aee�a oer FLCOA*29286 Nrrsfo 1:2 4 10 5191-2 C P.E.aagTos 19 13 18 2 SEE NOTE 1 SEE NOTE 4 DETAIL D SEE NOTE 1 14 15 16 HEAD SECTION 2 2 SEE NOTE 3 EXTERIOR 29 29 11 EXTERIOR L SEE NOTE 2 21 4 5 29 22 ETAIL • • •. LEI%CAMP SECTION MEETING RAIL SECTION RIGHTDJAMB SECTION •••••• . 0000 •'•••• • • • EXTERIOR • • • •••••• 0000•• 0 • 000000 •••i•• ••• 1.#6 x I/?Ft tff tOCATED AT 4 1/2' ••••• FROM EACYI W40PAND AT 16"O.C. • • • • • 00000 ••2.#6x3/8FZ.%Mf,LOCATED AT4112" 2 • • FROM EACW f.UWD AT 18"O.C. •i••••• •••3.06 x 1/2 19L%148,? AT 4 112" SEE NOTE 21 • P•• FROM EWH EUP. • • • • 29 22 •••••• • •• .,CAM LOCKS: • PRODUCT' �RODUC nRith the Pimida 2 AT 7"EACH END HOT WELD t;oiiainscoao 15-c*12.14- 5.WEEPHOLES ARE 1"X 3116".SEE Acceptaaco No )� SHEET 1 FOR LOCATIONS. E inti aDate Wei 2 Dy Miami ado Pm&td SEE NOTE 5 10 DETAIL E SILL SECTION LY. �>��.•'•�IGENSF.•C�F�� HOT WELD CORNER ASSEMBLY (BOX FRAME) 2 No.58705 'r' wrmaex awa °""�` Sl"ATE OF .•f!, SC 05/28115 C NO CHANGE THIS SHEET CROSS SECTIONS-BOX FRAME ��• F 1070 TECHNOLOGY DRIVE <ORlO•i`,.•'•G\ EJ.W:R. . 10/17!11 B NO CHANGE THIS SHEET N.VENICE,FL 74276 ""° P.o.CE,FL 34 Vin Honz,RollerINlndow Im act resistant , !ONg1o1/18110 A No changes this sheat. Noxor us,F134274 9 e.Ya*ea� snr soar ° a"` A L�14NINILL�}t P.E. ey:�: oa"arm eem HR6f0 1:2 5 >10 5191.2 C P.E.W 66703 J.. 0812 FL COA 929298 ® ITEM DWG NO. PART# DE8CRIPT(ON 1 5169 65188 FRAME HEAD,SLLAND JAMBS FIN ONLY) 2 5189 65188 FRAREHEAD,SILL AND JAMIS(BOX ONLY) 21 4 5192 85102 FIXT3DMMTLNGRAL 13 5 5123 85123 FIXED ME=TING PAL-ALUM"FGNF. 8 78X1FPAW 8 x 1'FH TECH(CAM LOCK,KEEPER) 29 16 8 79X312PPABX SIR 8)(31Pr PPTYPE AS(I=M) 15 9 71669SP 330025 ALUM SCREW SUPPORT PLATES 10 5138 65136 ROLLER TRACK 11 5138 85138 AND UFT 18 12 71036W MITAUATIONHOLE PLUGS(BOX ONLY) 34 13 5105 1 65105 SASH INTERLOCK RAL 14 5114 85114 PTTERLOCK RAL-ALLIMIN M RBNF. 1 15 76208SLAW CAM SWEEP LOCKS D 16 7613MM CAM SWMEPLOOK K82PER 21 11 17 1044 01644W VMTP..187 x 270 FIN SEAL 18 5137 85137 SASH SDE RAL 19 5114 65114 SIDERAL-ALUMMI18W. 20 1844 61644W WSTP..187 x 270 FIN SEAL • ON 21 6108 65108 SASHTOP&BOTfOMRAL • • • 22 Cy114 86114 TOP&BOTTOM RAL LPA-AUIMI RETE. 24 •••••• 23 16440 •81644W WBTP..187 x 270 FN SEAL • • • see Pe24 225-1 42112HD ROLLER HOUSBVO • •••• 615 • 67BRWIt2 BRASS WHEELS 25 • 28 7612FW 6x 112 FHPHIL/2P'!SM • 27 7838FW 7 x 318 FH PHIL 02PT SUS, ••*090 • • oRBA 6SWGK716 7/18'SLRH4SPAOER ••••• Do I 288 •••• esswoma 130 SIRFR-SPACER '4 • *so** 44POA 51 65112 GLAZWG BEAD,1-LITE • • • • $2A •411400, • 716'LAM I.O.GLASS:1W TBfg'M •••••• (NOT OUDBOARD-AIR4PACE-1/8'AMNFALED-.090 • • USED) ••:• • PVB NTERLAYER-10 ANNEALED(6M8'LAM) • • 4628 718'LAM I.O.GLASS;V8'ANNEALED •• 4 0• (NOT 0 •• • OUTBOARD-AIRSPACE-116'ANNFALED-.090 PRODUCT REVISED •••••• WS®) • • PJB INTERLAYER-1/8'ANNEALED(6118-LAM) • • ns complying with the Florida •34 SCREEN R.ildingCodo 1 -0612)4' Aucplm No 2� 35 VJEEPCOVERS Ex iral'nlMte 37 SERVO BLOCK 39 SILICONE DOW 1199 Day coni nde Prodrrct C of 40 10 NOTE: ALL EXTRUDED VINYL MANUFACTURED +t I+ BY QUANEX BUILDING PRODUCTS,INC. No.53705 7'20 3C 06f29116 C NO CHANGE THIS SHEET BOM&EXPLODED VIEW J.J., 10117111 B NO CHANGE THIS SHEET +01 N.VENICE.ECHNOLOGY N.VENICE,FL 30276 1te / J.R.go.01118/10 WAO=A Removed 3/4° fess and beading from BOM. P.O.aox ts2e VI1T Moriz Roller Window,Impact-resistant NAL+ NOKO.SqIS,FL 347/4 Ry. BrrIr41�JR a taMc ��' �' A.LYF111 ILLER P.E. t>j,R.127Q9 °N1 FL ODA y HRB10 NTS 6 d 10 5191-2 C P.E.p 58705 REMOVEABLE NAIL FIN REMOVE- I+-1.020 ABLE 1.835 FLANGE 1.547 .o7a 1.250 .083 .08tI ,080 1.440n' ' •0� L .174 .085 1.410 4.000 FIXED MEETING RAIL FIXED MEETING RAIL REINFORCEMENT O DWG#5102 DWG#5123 SH INTERLOCK RAIL .050 GI PVC O AlA 6005-T6 3 DWG#5105 • • RIGID PVC s • • 1.647 • • • • • .086 1.180--►{ • • • � {•�- ••f••• • � .558 •' ""tom FRAME 00000* ""• CI `DWG#5116 .67� 060 — • 1.160 .085 Ij 085 •RIGID PVC 600:00 L 1.022 • • • fps**** oea•••ss Q •••F•• ob •.•• SASH INTERLOCK RAIL •` • • . .. REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL •i•••• • • ' 2.375 • DWG#5114 S DWG#85137 21 DWG#65106 P ODU N��ft oda • 14 19 22 Al 6063-T6 RIGID PVC RIGID PVC i Yingvo IB- 12 1A_ L.• 060 Pu Oato 1.3os BY Miami ade rodut/Ca7C7 .080 _A �i .803� .2110 .580 3.250 .035 1 -'1 f"-.085 ;.��pKV lYt♦N d�i��'%� BOX FRAME �,\GENSC•..cc,P O DWG#5189 I.G.BEAD ROLLER TRACK/ANTI LIFT RIGID PVC 9 DWG#5112 DWG#5138 No 55705 DUAL PVC O RIGID PVC SC 05/29/15�C NO CHANGE THIS SHEETEXTRUSION CROSS SECTIONS �T TE OF 1070 TECHNOLOGY DRIVE .�'CORIOP,.•' J.J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE,FL 34276 Vinyl Hart.Roller Window,Irrt acf-resistant J.R. 01/18/10>m.Ar Added well lk+kkmess to elfQ*usfons.removedbeaftfor 3Ar91 ss. P.O.Bqx Ian en.+nar aror ffi,,, a,byN, a... NOKOMIS,FL 34274 ® 0.tY{VNa11LL�li,P.E. Q JR 08!11!09 FL COA#29286 NR610 1:1 7 a 1a 519i-2 C P.E.468705 HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF+60/-70 PSF OR LESS ANCHORAGE N WINDOW HEIGHT(in) 01.ANCHOR -311W ULTRACONS BY ELCO(FOR MASONRYSUBSTRAT 24 30 1 36 1 42 1 48 1 54 60 62 2-#10 SM SCREWS,GRADES(FOR METAL AND WOOD SUBSTRATES) WINDOW ANCHORMINIMUM EDGE DISTANCE OF 318". #OF ANCHORS REQUIRED(TYPE 1 OR 2) WIDTH(in} LOCATION 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. Head and Sill 2 2 1 2 2 2 2 2 2 0.6°MAX.FROM ALL CORNERS 24 JAMBS-10.3125°MAX.O.C. Jamb 2 3 3 3 4 4 5 5 HEAD/SILL-16°MAX.O.C. 3.INSTALL PER THE ADJACENT TABLE ANCHOR Head and Sill 3 3 3 3 3 3 3 3 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 36 NOTE 2. Jamb 2 3 3 3 4 4 5 5 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT ' • OPTIONAL FLANGE. F�ead and Sill 3 3 3 3 3 3 3 3 •••••• 42 • 6.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1 810. • • ' • !lamb 2 3 3 3 4 4 5 5 •• . 06 - r and Sill 4 4 4 4 4 4 4 4 •••••• "' 0Vamb 2 3 3 3 4 4 5 5 VVadandSill 4 4 4 4 4 4 4 4 i••••i •• Jamb 2 3 3 3 4 4 5 5 •••••• rlg�0andBill 5 5 5 5 5 5 5 • •• Jamb 2 3 3 3 4 4 5 5 • • • ' •• Head and Sill 5 5 5 5 5 5 5 5 66 Jamb 2 3 3 3 4 4 5 5 as amplyi nevisso ns Cam{dYing with the plmida isuitding Code Head and Sill 5 5 ff33 5 5 5 6 6aa��o I 72 Jamb 2 3 3 4 4 5 5 °y Miami ade P�adutY Cdn Head and Sill 5 55 5 5 6 6 73 Jamb 2 3 4 4 55 \\` ............. IYNPJ 49///��i�' �:'.• �\CENsC'•. p No.sazos SC OS/29/15 C CHANGE MAX HEIGHT IN ANCHOR TABLE ANCHOR CHARTS " n ` ` 'E o Y.Z q 1070TECHNOLOOY ORNE ' '� ••,R(QRipP \'� J.J. 10/17/11 B NO CHANGE THIS SHEET Ni.VENICE,FL342757°tl ;FS}j • '��G Vinyl Horiz.Roller Window,Impact-resistant • ••.•• Pt 01/18/10 A Added additional anchor information. P•a•B9x1M ® s,b.,,, �aL. MP.E. �„a� oe°: NOKOMIS,FL 94270 HR510 NTS 8 e 10 5191-2 C .b 58705 J:R. 08112/09 FL COA 820200 W o #10 SCREW,SEE #10 SCREW,SEE 1 3/8'MIN. w SHEET 8 FOR SPACING x 112'MN.EDGE 1/4"MAX.SHIM I z SHEET 8 FOR SPACING - 113/8"MIN. 1/4' REMOVEABLE E r MAX. FLANGE •JX. 1 SHIM SHIM �� y #10 SCREW,SEE I 1 3/8!MIN. NOTE:INSTALLATION iUk SHEET 8 FOR SPACING REMOVEABLE TO THE SUBSTRATE FLANGEOF 1x OR 2x WOOD BUCKS TO BE REMOVEABLE FLANGE 1 --�}-112"MIN.EDGE ENGINEERED BY JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD • • • . . . •• •••..• • • ....• 1 3/S'MIN.LMBED 3.5 KSI MIN.CONCRETE EDGE DIST. APPROVED MASONRY • OR 1.5 KSI MIN.CMU . .• ANCHOR,SEE SHEET 8 •••••• • .. . .a.. .. �:. • 1/4'MA)a!SHIM ':. ?i ::n'::.:?a;• a ' : FOR SPACING EDGE DISTANCE .'. 13/8"MIN.EMBED boos ••••• MA • •• .•.F X. • • • • .q REMOVEABLE—/' 1/4"� SHIM 66906: •• • •c :. FLANGE MAX. • • SHIM •••••• i e::! APPROVED MASONRY • •• • •• ';':ae ANCHOR,SEE SHEET 8 REMOVEABLE • • FLANGE •• •• • FOR SPACING•• �:;•:.. ••.:_:r...,...��.�... ..'7.'v.`:": 1-3f8"EMBED 660696 RE�IOVEABLxFiFtANtlE APPROVED MASONRY ''•. :'o' ° :'v : . • 00: • 3.5 KSI MIN.CONCRETE �' v• r•..• . OR 1.6 KSI MIN.CMU ANCHOR,SEE SHEET 8 &5K 51 MIN.CWO CMU —� EDGE DIST. FOR SPACING PaOpucrRevlseD JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME a.complyingwith the Florida Building Code THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Acceptance No lx BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL B. iralwa Daa NOTES: By hfiomi udo Product Cantr 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/16'ULTRACON,EMBEDED 13/8" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1'MINIMUM. 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 13/8-MIN.. 3 WOOD BUCKS DEPICTED IN THE CAN BE INSTALLED DIRECTLYO SOLID CONCRETONS ON E.WOOD BUCKS DEPICTED S PAGE AS Ix ARE BUCKS WHOSE 2x ARE 11112H HI ICK OR GREATER.INSTALLATION TO HE SUBSTRATENESS IS LESS THAN 1 1/2'.lx WOOD BUCKS ARE OPTIONAL0O�IF NIT ��ON�_,......!�1/��i' BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ��GENSg 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1!8'HICK.HE ALUMINUM STRUCTURAL MEMBER *: No.58705 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. WT, 'OW9115 C NO CHANGE THIS SHEET / 1070 TECNNO.DRIVE WSTALLATIQN DETAILS-BOX/f'tANGE FRAME "`�;••.FcoRto?•.••'�j�`: J.J. 10/17/11 B NOCHANOETHIS SHEET N.VENICE,fL34276 ,�S/OrvAl. '0 . t Vinyl Horiz.Roller Window,lm act resistant �,,,t i l t t t t J.R. 01/18/10 A No Chan s this sheet. P.O.eox1529 NOKOMIS,FL 34274 ® as. asrt A.LYNN M68ER P.E. u..ae7:°08 °ioam° 'nw: HRstn 1:2 9 a 10 5191-2 C P.E.e re7o5 J.P. 08/1'!!09 FL COA 028289 1/2"MIN.EDGE 1/4"MAX.SHIM—ri f (.120")DIA.x 1 1/2"ROOFING NAIL, 1.430"MIN EMBED ©® SEE SHEET 1 112"MIN.EDGE FOR SPACING V a j w m ww 1 z REMOVEABLE 1w 1.567 NOTE:INSTALLATION FLANGE SHIM TO THE SUBSTRATE OF 1 x OR 2x WOOD BUCKS TO BE ENGINEERED BY (.120")DIA.x 1 1/2"ROOFING NAIL, OTHERS REMOVEA13LE FLANGE—/©®SEE SHEET 1 FOR SPACING •• JAMB W/NAIL FIN HEAD W/NAIL FIN . • 0 •• • •• THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 0.000• . • t O • • 0000 0000•• • • • • • • • s • • 0.0000 090000 ••t 00 •• 00000 • 0505 • • 114" ••c•• • s 0000 rSHIM • • • s • c • REMOVEABLE 11 •9000: •• •90• FLANGE 5500•• •• •0.9•• (.120")DIA.• _ • •• • 90 ©® SEE SHEET 1 FOR SPACING 112"MIN.EDGE • 09• • • _r • 1.430"MIN EMBED[-- I} SILL W/NAIL FIN PRODUCT REVISED us complying with Iho Flmida THRU NAIL FIN INTO WOOD FRAMING Aceepinn8nl�a 1� Eh iralfon Data NOTES GIA Miami de Prodna control 1.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE(.120'7 DIA.x 11/2' ROOFING NAIL. 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 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR ++1++ GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING LYNIV JURISDICTION. �'`0.••'••" 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/8"THICK.THE A �%CF.NSf FP ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. _ No.5fl"105 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. is SC 05129/16 C CHANGED ANCHOR TQ.120 ROOFING NAIL °wop" ;Com`•. GTh r or �r J.J. 10!17/11 B NO CHANGE THIS SHEET 10 N VENICE.L°°YDR"'e INSTALLATION DETAILS-INT.FIN FRAME Css/�Nr�4 Wn l Horiz Roller Mdow,lm act resistant ,, J. 01/18/10 A Corrected nate length to 2-112",added die.In dectmal P.O. Box 1529 ® � sore an.ee � )t r 1 t �` NOKOMIS.FL 34274 A L N I�I R P.E. �J.R f18M2478 a aau FL COA p29293 HR6f0 1:2 10 d 10 5101-2 C P.EA sam - , MIAMI- MIAMI-DADS 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.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275- SCOPE: 4275SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building C e lg elocity Hurricane Zone.- DESCRIPTION:Series"SH-500 Vinyl" White PVC Single Hung Window—L.M.I. NT: Drawing No. 5191-1, titled "Vin I Sin 1 arge Missile Impact", sheets I through 11 of 11, dated 08/07/08, with revision D dated 06/01/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Sectio ce number and expiration date by the Miami— ouny.Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LING; Each unit shall bear a permanent label with the manufa s name or logo, city, state, model/series, an ro uct 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, said 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 jab she at tb;request of the Building Official. This NOA revises NOA#13-1009.05end corAi:M of thil p'sgt):and evidence pages E-1 and E-2,as well as approval document mentioned above. • • . • . . The submitted documentation was reviewed by Manuel Perez,ME. ' ' NOA No.15-0612.12 MIAMI-DADE COUN00 TY •• Expiration Date: April 11,2018 • ' Approval Date: July 23 2015 Page 1 ... . . . . ••. . . . . . . . . . . . . ... . . . ... . . PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0820.14) 2. Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08,with revision D dated 06/01/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series SH-500 vinyl single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710,dated 08/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-0820.14) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an outswing French door, prepared by Architectural Testing, Inc.,Test Report No.ATI-84576.01-401-47,dated 10/31/08, signed and sealed by Joseph A.Reed,P.E. (Submitted under NOA No. 08-0820.14-For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5« Edition(2014),dated 06/05/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). .• ... . . . . . •• . . .. ... .. . . . .. - ,_Mulff it; Manuel Per , .E. Product Control E iner • 0:0* ••• • ••• NOA No. 15-0612.12 ••• •• Expiration Date: April 11,2018 • •• •' Approval Date: July 23 2015 E-1 ... . . . . ... . . . . . • . . . . . . ••• • • • ••• • • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc., for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/07/13,expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014),dated June 1,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 13-1009.05,issued to PGT Industries for their Series "SH-500 Vinyl"White PVC Single Hung Window-L.M.I."approved on 11/14/13 and expiring on 01/08/19. .. ... . . . . . .. . .. . . . . ... . . . . . . . . .. .... .. . . . . ManuelPere E. Product Control Ex iner NOA No. 15-0612.12 Expiration Date: April 11,2018 Approval Date: July 23 2015 E-2 ... . . . . ... . . ... . . . . . . . . . . . . .. .. . . . .. .• ... . . . ... . . GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1.GLAZING OPTIONS: GENERAL NOTES....................................1 A 314'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8"TEMPERED OR ANNEALED G,I ASS,AIRSPACE AND 5/18"LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2 OF(2)LITES OF 118"ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE M30VB BY KURARAY AMERICA,INC. GLAZING DETAILS...................................3 B.7/8'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8'TEMPERED OR ANNEALED GLLSS, AIRSPACE AND 5118"LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS...................................4 OF(2)LITES OF 118"ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE ZIPV13 BY KURARAYAMERICA,INC. SECTIONS,I.F.FRAME............................5 SECTIONS,BOX FRAME.........................8 2.CONFIGURATIONS:1/1 AND PROVIEW PARTS LIST..............................................7 EXTRUSIONS............................................8 3.DESIGN PRESSURES:+801-70 PSF(ALL GLASS TYPES LISTED ABOVE) ® ANCHORAGE SPACING,BOX FRAME.,.9 ANCHORAGE DETAILS,BOX FRAME.....10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, ANCHORAGE DETAILS,I.F.FRAME.......11 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.IF A TEMPERED CAP IS USED MAX.DP IS-501+50 PSF. 4.ANCHORAGE:THE 33100 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30 FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF • *INSULATED GLASS UNITS MUST BE TEMPERED. • s • • • • • I?REFEREN;ES;?ES REPORTS FTL-5710. 4040•••• • • • • ANS9AF&PA NDS FOR WOOD CONSTRUCTION • ••• ADM ALUMINUM DESIGN MANUAL •:•••• • •QUTEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) • 4040•••• • 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY •••••• • ••VURRICAUL•EONIE(HVHZ). 4040••• Go 0.0.400 ••4040• • ••0• • • •• 4040•• 400••0• • • •40040•• 4040•••• • 4040 •0.40•• • •• • •• • ••• PRODUCT REVISED • m complying with tha Florida Building Code Q Acceplanre Nn� 2 S(J�8 INN o4 iron Dale Ry I;imnif n Produrl �IIIII111j C'0 sir m , it. No.,aToS jx Lu --ok44, 91 so OwUls D REVISSON07FOLOCK _GENEl7A!NOTES �C> FLOR��A' R.Marq WO TECHNOLOGY DRIVE i Fj FD o tave Inwa�. xacttavoeTHIS st/Ear N.VENICE,FL P.O.sox 15297s V Single HungWhdow,Large Missile/IIT ept .0 law/11 c 2010tRcUPDATE 15; �� aw�ue m N.VENICE,FL 34274 1?4tbly Berser A.LYNN Mft«R,P.E. D.O. 8/07108 F COA SH. NTS 1 1 a 11 5191-1 D FL P.E.#58705 55 318"FRAME O.D. 52 1/8"MAX. " 48"FIXED WIDTH DLO 621/8MAX. 48"FIXED WIDTH DLO SEE SHEET 96" 5" 41/8"O.C. 8" FOR ANCHORAGE MAX MAX.TYP. MAX. REQUIREMENTS MAX. MAX' 9. MAX. / 33 314" / 33 3/4" • • FIXED FIXED • • • HEIGHT DLO HEIGHT DLO 0000•• 75" • • 75" • • • • • •NAX• MAX 0000•• • 0 0 • •• • tj w jd'•• 781/4° 0000•• •• w=� MAK6 FRAME 0000• • •• U� • • O.D. • • to •�•• 0000040 ••• • • • LL • • • • ••• •••••• • •••• 33SH 33314H• SASH SASH 0:90•• • ••i• / HEIGHT DLO / HEIGHT DLO • • • 0000•• • V y • • • /� /� PRODUCT REVISED • • ns complying with 1110 FIO NA Building Code I A 112 Acee 1--No @. mlio Dale , � B" 21/4" BY. MAX. 45314'SASH NA DLO 45 3/4"SASH WIDTH DLO MAX. F 1••'i'°'1v 1'idocl TYP. BOX FRAME INTEGRAL FIN MAX.SIZE=52.126"X 75" MAX.SIZE=52.125"X 75" NOTE: No.58705 X 1.FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. = !, 2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET11. CL 1r RmQO,: dm: EDE `!3 sc Qtivins NO CHANGE97Hf99HEET ELEVATIONS ;U� •, sr rEo /v n"ec 1070 TECHNOLAGY DRIVE iss �.,•,F�ORIOP,.•'•G\��,�� D.Q. 18roe Ri� ADDED 10"b1N4 DtFtFNS1PNTOBOXFRAMEEtEVAT10N N.VENICEX 1529 75 T Vinyl Stn fe Hun Window,La a Missile Impact ��/;;`5/ONAL JJ 1BN7n1 C NO CHANGE 7W SHEET P.O.RQx f52e � � R.c pgy;asr p•. N.VENICE,FL 34274 Visibly Better A.LYNNIMI4k.E(2,P.E. D.Q. 08107Po8 F stl5on NTS 2 a 11 5191-1 D FL P.E.#58705 3/4'OVERALL GLASS NOMINAL 314"OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL 5118°LAMI GLASS NOMINAL 1/6"ANNEALED 118"ANNEALED GLASS GLASS AIRSPACE .090"BUTACITE0 AIRSPACE ,090"BUTACITE® PV13INTERLAYER PV8INTERLAYER 1/8"TEMPERED OR BY KURARAY AMERICA,INC. 118"TEMPERED OR BY KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 118"ANNEALED 1/8'ANNEALED GLASS GLASS 35 OR 36 35 OR 36 1/2"NOM 1/2'NOM 39 GLASS BITE 39 GLASS BITE • •• 41 41 •Gooses a so so OUTSIDE OUTSIDE •eee• e• •ee•ee •e•ee • eee• s • • :.-90 e LE oo�o . . e I e e•e PRODUCT REVISED • m eomplying with the rloddm Ruitding Code Amp",_No I .I2 pimti n Date //f1i� OPTIONAL 4 OPTIONAL 3 Mia_naae Pm yet FLANGE FLANGE 01 3/4"LAMI I.G.GLAZING DETAIL 3/4"LAMI I.G.GLAZING DETAILYNN fi ' i 4 WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP ��Fp''� BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME rt: No.58705 x (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) _ Sc SB/Of/16 D NO CHANGES THIS SHEET � � '•, s: anbbnc 10707ECHNOLOOYDRNE GLAZING DETAILS �` ..��DN,D�•.• �r: D.O. 1T/i3M8 8 NO CHANGE THIS SHEET N.VENICE,FL34275 PST ' �i�l�is`• —W °°m Vtn I Single Hun Window La Missile Impact '�, ONAL� ` J✓ 1N07/U C NO CHANGE THIS SHEET P.O.BOx 1528 / 1\0 111n."Br pmr CExpO ibW: N.VENICE, Virlbb•Better aneatoam �` I u�'a- xw- A.L4UIUIIi�ILL�R,P.E. D.O. 08/07/88 SHS00 Full 3 d 11 5181-1 D FL P.E.#58705 718"OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL 5116'LAMI GLASS NOMINAL 16"LAMI GLASS NOMINAL 1/8'ANNEALED 1/8"ANNEALED GLASS GLASS AIRSPACE .090"BUTACITE® AIRSPACE .090"BUTACITEO PVBINTERLAYER 1/8"TEMPERED OR BY KINTERLAYER 1/8"TEMPERED OR BY KURARAY AMERICA,INC. URARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 1/8"ANNEALED1/8"ANNEALED GLASS GLASS 31 oR 32 31 GR 32 1/2"NOM 112"NOM 3g GLASS BITE 3g GLASS BITE •0 0 • • • •• 40 40 ...... ..•••. 0 . . •• 0000 •• •• •• OUTSIDE OUTSIDE • • • • . . ..... . .... 0 0 . 0 • . . .. 9999 • 0.909. 00 00090 •9 9 .. • . . o 0 999 0 PRODUCT REVISED as complying with ft Roddo Building code I�r D614.12 Acceptance No F.x imtio Dnte �Ig 4 3 OPTIONAL OPTIONAL Mlnmt ade uct (trot FLANGE FLANGE 7/8"LAMI I.G.GLAZING DETAIL 7/8"LAMI I.G.GLAZING DETAIL WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME P ��' NO 58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) ED. It II15 D NO CHANGES TINS 9 C) TEC14NOLOGYowve LAZING DETAILS 4pe 8 NO CHANGE TMS SHEET N.VENICE,FL 34275 Wh l Sin le Hu Window,La a Missile im act , _ ,,/11 C NocmNoE1HISSHEET P.O.BQX 1620 ati.voa�e s,,,. 9,r n".`ora. ++�: A.LS�NN MNJL`�}2,P.E. c+.ae may. N.VENICE,FL--34274 V6;Lly Better TSFL P.E.#58705 7/0S MAX.DAYLIGHT OPENING SASH 1 OPTIONAL 1131 32 12 FLANGE 1 35 36 1 0 Q 40 41 3. 50 40 41 M OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANQE OPENING F ED 32 TYP. AX DAYLIGHT OPENING FIXED 35 • •• TYP. • • • P MAX.WINDOW WIDTH 36 4141•••• • • • so see: HORIZONTAL SECTION (INTEGRAL FIN) • • • • 5 9 • • 4141•••• Ml- • WINDOW p _ 4141•••• •e• 0000 •• HEI HT 4141••• ' see' :41•:40• 40 41 6 11 41410•• e • .4141• M� • • • • • •• :sees: • • • • • .::::o 1 DAYLIGHT • OPENING •••00•• 0000 •00.00• SSH • •• • 4141 e • s • 000000 • Does: PRODUCT REVISED • ns complying with ft Flaslde 13 AB"ldpng Code 40 41 Acceptance Not - 1212 OT E.c ilalion Date ��$ WELD Dy 11 MiOmi ado Pr 3 IIIlilirr p LYNN � 4141 4141!F HOT WELD CORNER ASSEMBLY VERTICAL SECTION 3 !V:: No,WtO5 (INTEGRAL FIN) (INTEGRAL FIN) 8asuak om: o.auene ��'. STn ��•W� ' so aamvts D NoCHANGES 7HISSHEET �o7oTEcrwoLoovowvE SECTIONS,INTEGI7AL FIN FRAME ^�'•. ,tomo'R.O •'�a�` •` O.G. � ru. 1 0 - NOCHIWOETM33HEEf N.VE P.O. L34276 _ j/IR Sln le Hun Window,Large Missile Impact s`SrUtd/\1. JJ t01d7Ht c No CHANGE THIS SHEET P.O.eOx 1628 ea�.+roae wee — on.nos �. A.L' U�V dFR,P.E. mane,:ae� domed o� N.VENICE.FL 34274 Visibly Better 3N600 NT$ b a �� 5981-� D FLP.£.#58705 D.Q. 08/07/08 FL MAX.DAYLIGHT OPENING SASH — 2 OPTIONAL 11 31 32 12 FLANGE 2 35 36 2 0 0 40 41 3.50 4o a1 DAYLIGHT 40 41 OUTSIDE FLANGE OPENING 31 FI ED 32 1'94 DAYLIGHT OPENING FIXED 35 • •• TYP. • • • MAX.WINDOW WIDTH • e • • • e •• 36 • • • • HORIZONTAL SECTION f •r•• o 6.060• • f e (BOX FRAME) 5 9 • a • 0 r ••••e• e WINDOW C 66.01• e•0 •• •• HEI HT •f••c • •••f i••i•• 6 11 •e••c • c 6666 • • •• 6666 M •••••6 40 41 DAYLIGHT • OPENING e••••• •ee 6666•• S H • • c • ee0 • •• a c • • • ire 0: 2 PRODUCT REVISED • as complying With tho E'brida building Coda Aceeptunce No{5��0{2.{Q 4 HOT 40 41 13 ex tretion Dare 2018 WELD oY 11 Mlenri _-Product IIIII ItI LYNN HOT WELD CORNER ASSEMBLY VERTICAL SECTION ;��`,. '.S��I�s,'•�F� 8705 No.55 (BOX FRAME) (BOX FRAME) 4 _ A - p'Er U� . (�Is 8C 08vi/Is D NO CHANGES THIS SHEET 0mo1r°" :U'•. ST TE E IMTECHNOLOGYDRIVE SECTIONS,BOX FRAME '.�"�cs•...FtoH,oP...,�`,, D.G, 1M war B NO CHANGE THIS SHEET N.VENICE,FL 34275 T� JJ C NOCHANOETM98HEET P.O.BO%1529 V!rt f SIrt !e thin Wlrtdow Lar a Mlss!!e Im actar amx N.VENICE,FL34274 %Awbb Better Ba1a1'0Q1° Hei1i' a"'0 °n'ro"`" ""' A.LYNN IVIItt R,P.E. D.G SH300 Half 6 d 1 f 8191-1 D FL P.E.#58705 ITEM DWG NO. PART# DESCRIPTION ITEM DWO NO. PART# DESCRIPTION 803-1 .215 1 9521 651W 1W"AL FIN FRAME WAD&JANB 7/8"LAM LG.GLASS'I/B°Tf]'/UEDOUBOARD- 2 9871 89871 60XFRAMEHFAD&JAMB 31 AIRSPACE-1/8'ANNEALED-OWBUTAarsiDPVD 3 9520 65164 KrE3RALFINF'RAME8LL KrERLAYER-IffANNFALED(6/18'LA?A o 718'LAZA I.G.GLASS 1B"ANNEALEDOUrBOARD- 4 9870 69870 BOXFRArw 32 AIRSPACE-1/8"ANPEAL®-.090`BUTACITMFVB .035 5 7w 661oz FD(®MEErY�CiR4a WERLAYER-11WANNEALED(6116•LARM ITEM 40, 6 7126.1 65103 MMRINGRAL REINFORCEMENT 33 I.G. BEAD 7 1 7942 1 65108 SASHSTOP 8 6873 65117 BALANCECOVIRS 34 MAT'L:White Ridged PVC 9 7092 85105 SASH WERLOCx by Quanex Building Products,Inc. 10 81644W AS'TP.,.187x.270FIN SEAL 3i4'LAMLaGLASS.lffTBAweREDOUTBOARD- DWG NO.6492 36 AIRSPACE•1/8°ANNFALED•.090°BUrAOTBD PVB 11 7092.1 85114 SASHRIORCEAB�tf 828 NB'tLAYER-118"ANAL®(6n8"LAM) 12 7093 65106 SASH SIDE RAL 272 13 7745 65113 SASH LIFT RAIL 3 MPACILG.GLASS118'ANNFALED AOTB&RD- 38 AIRSPACE•1/8"ANNEALED .090"BUTAO7B®FVe 14 1869 71669SP MR SUPPORT RATE NrERL.AYER.IArANNFALm(5H8"LAW 16 159110 71894 TLTBALANOESHOES 37 L21 1888 7FR4WPF RVOTBARs 38 ITEM 41, 78208SLAW OWSWEEPLOCK 39 SUCO EDOW1199 SDL BEAD 70133SLKW OAMSWWLOCKKt� 40 6492 86112 GLAZNGBEAD 79803M VIEEPHOLEODVFR 41 8483 85148 SDLGLAZMBEAD MAIL:White Ridged PVC • • 7676RHrL RHTLTLATCH by Quanex Building Products.Inc. 7675LKM LHTLTLATCH DWG NO.8483 718895P ALUM SCRMSUPFORr RATE 23 • 6 71038W TALL HOLEFLLIO NOTE: NS •• •• ALL EXTRUDED VINYL MANUFACTURED • 624 71884K SETTING BLOCK BY QUANEX BUILDING PRODUCTS,INC. • 26 • • 0 71684A SEM43BLOCK-SH.FAD-ESNE • • 26 •76X1FFrYw e X 1"FH TECH(410 SS PANTED) • • 27 40 40 •W612FPW 6XIWFH(4IOSSPANLED) X6416•0 �• 6 28 • 78X2TPA410X BX2"TH VNYLSCREWSS 66:66 29 114FPAB410X XI 114° • 3ed 0 •• 8XIFPAX #8 X 1" • • 6• ,966,9 40,96••• • • i40 1.410 40 40,9 40•,9 6 .235 x.870-1 • � 1 ••••6• • • • .080-1 6 PRODUIa'RBV{SED ••6 •• 40 1.35 050.085 .6 Eu to�CooddeM�t�Ftodda 1. 47 AcwplmucNo 1 "002�1 -4 , i�io.065 +IFLI .063 M63vi Q 1101 I+ ITEM 11, SASH REINFORCEMENT It ITEM 5, ITEM 6, MArL:Alum.(8063-T6) ITEM 9, ,Al LYNN DWG NO.7092.1 \` •4`GEN..... FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK �. MAT'L:White Ridged PVC MAT'L:Alum.(6063-T6) MATL:White Ridged PVC _` '�: No.58705 by Quanex Building Products,Inc. DWG NO.7126.1 by Quanex Building Products,Inc. ' rid DWG N0.7940 DWG N0.7092 =-U'•, P .T. J Sc ro+„5 0xocxanoESTxrssreEr qTSLISTANDEXTRUSIONS "kopOnofI,r.•' EH D.G. iS0B A)DEO9NNONSTOALUMRO0N.VENICE,FL 34478 Znyl Single Hunia Mndow,Lame Missile Impact JJ IM711+ C NO CHANGE THIS SHEET P.O.BOX 1529 yv,,. — p *_ /� tGwe oe� �,; N.VENICE,FL 34274 V61wy Berrer A.LYNNE.#5870 P.E. D.G, OW7pg SH600 NTS 7 w 11 5191-1 D FL P.E.#58705 OPTIONAL 3.2 FLANGE 3.250 3.250 J1 .040 J L—i L 1 11 L 2.184 .040 � .060 2. DO D D .040 Ll �o�o o Owj 0FPTION—A—L: ITEM 2, :0000: 0 ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB ITEM 4, • • ' MAT'L:White Ridged PVC MAT'L:White Ridged PVC OPTIONAL FLANGE BOX FRAME SILL� • by Quanex Building Products,Inc. by Quanex Building Products,Inc. • DWG NO.9285 DWG NO.9288 MAT'L:White Ridged PVC • . - : by Quanex Building Products,Inc. 0.0 0 0• • • 06 DWG NO.9286 0000• • a0 O)r�� 1.810 •"'• • • FLANGfa • • . . • 1.647 • • • •• 3.250 0000.• • • 0000• 0.000• 0 • • • • • 0000• 1. 7 ' 065 • ' ' •• .085 1.180 •0000• • • •• •• ' 3.25 m coomptyi g w N"Fiodda • • Buadingcode .040 Acce�' Vla inceNoiJ" t2.IQ ITEM 12, ITEM 13,.0� O Mra SASH SIDE RAIL SASH LIFT RAIL MAT'L:White Ridged PVC MAT'L:White Ridged PVC by Quanex Building Products,Inc. by Quanex Building Products,Inc. DWG NO.7093 DWG NO.7745 �oNV _YN'v Rli4 ITEM 1, INTEGRAL FIN HEAD/JAMB 1C.'' No.56705 MAT'L:White Ridged PVC by Quanex Building Products,Inc. = 1« DWG NO.9287 ".o vG ] 1715 Sc M!/15 NO CHANGES TKS SHEET EXTRUSIONS :�p�.. i yr D.Wiwi NGCHANOETHfSSHEEr to N.VENICELFL34275 r Vin 1 Sin le Hun Window,La a Missile Impact �'�iss/gNA1.Ee�c��:\ JJ i41D7/!1 C NO CHANGE THIS SHEET P.O.Box 1520 � oars reeolaa Ser N.VENICE.FL 34274 VvtbtyBetter A.LYNNMILL'9�,P.E. v o 08/Oyl08 SH500 Hal/ 8 > 11 5191-1 D FL P.E.#58705 ANCHOR QUANTITIES TABLE 1 WINDOW ANCHORAGE NOTES FOR BOX FRAME: eVJ 1.ANCHOR TYPES: 1-#10 SCREWS 1/1 16 20 24 28 32 36 40 44 48 521/8 2 3ONs Fixed Sash (CCONCRETEONCRETEOR GROUT-FILLED CMU) 2.ANCHOR LOCATIONS ARE BASED ON THE 36 24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 FOLLOWING DIMENSIONS. HEAD- 6"MAX.FROM TOP CORNERS W 25 45 30 JAMBS-9"MAX.FROM TOP CORNERS* TFII 1 I 11 1 1 1 1 1 1 1 2 1 2 1 1 2 g•NMAXTFOREXCEDE 114OM BOTTOMOCTOTAL OttNERSWINDOW HEIGHT) N 30 54 36 1 1 1 1 1 —17- 1 2 1 2 2 1 2 2 4"MIN.BELOW MTG.RAIL SILL-ANCHORS NOT REQUIRED aG D35 621/2 42 1 2 —IF2- 1 2 1 2 1 2 1 2 1 2 2 _2F_2 2 * 3.INSTALL PER THE ADJACENT TABLE ANCHOR 48 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 NOTE 2. 54 2IT-2-72 2 2 2 2 2 2 2 2 3 2 3 2 3 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 60 2 2 2 2 2 2 2 2 2 3 2 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11. 66 1/1 WINDOW 2 3 2 3 2 3 2 3 2 2 3 2 3 2 3 2 3 3 472 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 3 3 43 4 75 3 3 3 3 3 3 3 3 3 3 _3_F3_ 3 3 3 f 3 3 4 3 4 ** ••'•'• 44 •• aample:52.125 x 75 For 111 Window s ••••• • • • • 75" — • • •• •••••• •••.• • • ••• 3 Anchors required in the head —— — •••••• •••• • • Anchors required below the MTR — — —— • .• "• •••••• Anchors required above the MTR • "'• • • • Exanple:52.125 x 62.500 For View Windows VIEW WINDOW PRODUCTREVISED • • • 52 1/8" osmmauilding plyinaMththoFlorida • • Code 3 Head** 3 I I I Acsepta,tco Rol 5-0614.I�j EY iretbn Dato �� Sash* M9ml ade roduNCadrot Fbced** .6H ` - -- FIXED NOTE FOR VIEW WINDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY W HFAD AND 62112" ABOVE THE MTR,AND USETHE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR. Lr — _ ;>�� 3tNeMAXIMUM HOG1 IT FOR VIEYII WINDOW IS 62112'. SASH sZ r No.r K � 670� NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. c7 RmOByout« ae.ebu SC 0"1115 D ADDEOGROUT-RUEDCMU '., P T ANCHORAGE SPACING T . F ager R*vkkls 107(1TECHNOLDDYDRIVE ( ., LORSDP•''C, D.O. 1T/18RIB B ADDEDAND MODIFIED VIEW WMODWFNAMFLEB N.VE NICE, VWn Single Hung Window,Large Missile Im act 4 OIUA1 .0IOW/11 C NO CHANOE THIS SHEET P.C.139X 1528 A.L�t�IV'MILL�'R,P.E. D.G. uw,wec e"r s"rt t*�MyRa 5181-1 D FRs: cannel.'0&D p; rrearea wa: N.VENICE,FL 34274 Vitlb/y Bene, L P.E.#58705 OBIT/� FL C A 8H500 NTS 8 a 11 w - 1r2'MIN.EDGE #10 SCREW 1/4'MAX.SHIM 1 1 318"MIN.EMBEDMENT 318°MI EMBEDMENT — 2x WOOD BUCK 7M — (SEE NOTE 3) - ---�-- 1/2"MIN.EDGE OPTIONAL FLANGE 1/4" MAX. SHIM n #10 SCREW u 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE JAMB W/BOX FRAME HEAD W/BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK EDGE DIST. • •• (SEE NOTE 3 • • • • Q f- 1 3/B'MIN.EMBEDMENT •••••• • • • • 1 3l6•MIN.EMBEDMENT 2.8 KSI MIN.CONCRETE • • • ••• OR 1.5 KSI MIN.GROUT- '•4+ • ••• 1/4'MAX.SHIM FILLED CMU • M EDGE DIST. o••••• •• i.,.•.: y OPTIONAL • • —L FLANGE •••••• •• s ° SEE NOTE#1 FOR EDGE 1/4° ••••• • ••• DISTANCE REQUIREMENTS SHIM • • • °' FOR CONCRETE OR CMU •••••• • • :?,�(y • • .• 3118'ULTRACON •••••• 04 00 • • • • • is• '* 1x WOOD BUCK 3116"ULTRACON 0•••• • •• • (SEE NOTE 3) • •8F#1'I.ONAL FLANGE • • • •• ••• PRODUCT RFiYl56) • • JAMB W/BOX FRAME HEAD W/BOX FRAME m complying with tho Florida Buildutg Code THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE AsseplanceNa (5-oro t2 1x BUCK OPTIONAL 1x BUCK OPTIONAL @z'raltonDats 2D19 Q NOTES: sY MiSnti ade P ast 1. FOR CONCRETE(MIN.2.9 KSI)APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/18"ULTRACON,EMSEDED 13/8°MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1°MINIMUM AND TO GROUT-FILLED CMU IS 2.5" 2.FOR WOOD(0=0.55)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 13/8'MIN.. tt I t I i I f f SS UCKS ARE OPTIONAL 3 WOOD BUCKS CAN BE INSTALLEDCTED IN THE DIRECTLY TO SOLIDONS ON CONCRETE.IPAGE AS 1x ARE BUCKS WHOSE WOOD BUCKS DEPICTED AS 2x ARETOTAL 11r THICK O GREATEER THAN OTO THE SUBSTRATE OF WOOD IIT BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ti Q: it 4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 118°THICK.THE ALUMINUM STRUCTURAL MEMBER ,�i: ND X0,05 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. b "` 7 I1 ISL 3C OW/16fNCLUDED MINIMtfMStlaSTRA7ERE0UtlPEMENTB ;T0 TEIOa R.wwRTakls 1070 TECHNOLOGY DRIVE P -�- ANCHOR4GE DETAILS-BOX FRAME � coR_ •``c��: DAL 12naw a NO ClUWOE TMSHWr N.VENICE,FL 34275 nd" lomwR""""` P.O.BOX 1528 WhylSIfT IeHUn Window,Lame Missile Impact r„JONAtt ,t JJ 1mon/7 C NOCWWOETHISSHEET •..net:amm: a N.VENICE,FL 34274 Yfsfbly Berre� A.LYNN MILLER,P.E. D.G. OIY07/OE FL SH5W NTS 10 d 11 5191-1 D FL P.E.#58705 e 2x WOOD BUCK (SEE NOTE 2) 1.430"MIN.EMBEDMENT 1/4"MAX.SHIM .120'DIA,x 1 1/2'ROOFING NAIL, Zx WOOD BUCK 5'MAX.FROM (SEE NOT CORNER&4 1W O.C.. � 1/2"MIN EDGE 430"MIN.EMBED 1/4"MAX. _ f SHIM OPTIONAL p OPTIONAL 11I FLANGE FLANGE MAAX.X. 1/2'MIN EDGE ---�'� .120'DUI.x 1 117 ROOFING NAIL, SHIM _ 2 1/4-MAX.FROM .120'DIA.x 1 1/2'ROOFING NAIL, CORNER&4118'O.C.. 6'MAX.FROM 2x WOOD BUCK 1/2"MIN EDGE. CORNER&4 t/8"D.C..® (SEE NOTE 2) OPTIONAL FLANGE 1.430'MIN.EMBEDMENT JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 0000•• • • • •• 000.0• •••. 000.0• 000.0. ••i •• •• 0000• • • • • • • •• 0000•• 0000• • 0000 0000•• • • •0.000 0000.• •• • • • 0000•• •••••• • ••• PRODUCT REVISED • ••• as complying with Iho Florida • Building Cock nceeplancc No L'xpi7atfon Date ny ® MOTES: Mier--deprodvaI.,W 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI•DADE COUNTY,USE.120'DIA.x 1 112" ROOFING NAIL INTO WOOD(G=0.65) 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 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR t y t r r I JURISDICTION. GREATER. ITALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �0`�Y t,1'NN dy/4e 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063•T6 AND A MINIMUM OF 118"THICK.THE �a '��cSrlsF' '<' ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN -'•.it THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. : Nb.58705 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. = rY.,deX oaoa P"k'- 17 SC OB47V16 D CHANOEDTO.i2D'X i•1/YRDOF7NGNAi1 C7 '•, 1070 TEGHNOLOOY bRNE ANCHORAGE DETAILS-Int rat Fin Frame -0�c .?oR��,.•• ��;'� 9;W5 18478 8ruwdrue NOCH4NGEThUTM SHEET N.VENICE,134273 _ VIn 1 SIn Ie Hun Window,Le a Missile Im Ct ��s'SiONAA ,u rorontt c Nocxalloe7mssHEer P.o.eoxlsze N.VENICE,FL 34274 Vtsl6lygerrer d'�d10 °"`' " ° ""'"° /°'" A.LYI�tSrMIL'L��2,P.E. D.G. 08/07/08 SH50D NTS 11 d 11 5181-1 D FL P.E.#58705