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WS-15-1790 i 1 January 27,2016 Miami Shores Village Hall 10050 NE 2'Ave. Miami Shores FL 33138 To Whom It May Concern: Re: Inspection and Verification of Installed Impact Glass Windows 157 NE 101 St. Miami Shores, FL.33138 Permit#WS-7-15-1790 Dear Sirs, This letter shall serve to certify that I have personally inspected the new impact glass windows at the residence above reference. The window was installed properly and lieu of NOA's No. 13-1125.03, 15- 0612.12 and 15-0612.14. Since the existing conditions of the substrate in the openings, contractor fill the void (small space between new frame and precast) with 2x pressure treated wood bucks, the new frame was attached to the precast substrate with tapcons as shown in the attached sketch. The new impact glass windows were properly installed and are structurally sound. To pursuant to the provisions of Rule 61G15-31 of the Florida Administration Code, this shall serve as Official notification that the undersigned will assume responsibilities as it pertains to the new impact glass windows installed in the residence above reference Respectfully submitted Gusta o Garrido P.E. Prof sional Engineer FL Li ense No.67001 Width 78pt®n� f'G9 A � T+aaca+spaCirtg ass per per New Iffoact glass wliadass�:C' fA 8 Al �A 8 4Q VIEW (FfM lnte of fmf to=we 2 x Wood Bucks Pressure treated Note, All itxsta/latiM Was In scrordawe with RETAIL A MM Rio.15.0612.14,15-0612.12 and 13-1125.03 Met to scale Exist Gml stat Exist jzrerast Ammer to Detail A campoam ExteriorRJ O� j � 4 h rerlar _ f .SECTION A-A flat to scale i ti11,� MVI$ $ SAM rase., DETAILS (I OF 2) SHEEP • Brame . FdO. Exist CPU waft 2 x wood bucks Pressure treated Esfst precast compmats Romer to Odag A ShEel J Exterior literior d ' j Topeoas Yr®a 3'1"r ! Exist the Tap-a at sol nGA Sill d� I t to scale Isles DETAILS (2j®F 2) 2 RE$ Miami Shores Village Perthk ype:WindoWslShutters 10050 N.E.2nd Avenue NE Classiftation.VindowlQoor kioladim, Miami Shores,FL 33138-0000 Perml Phone: (305)795-2204 evmit$Utt s:APPROVED �LORlP ., it v , Is te:X12015 Expiration: 02116/2016 Project Address Parcel Number Applicant 157NE101 Street � 1132060131951 Miami Shores, FL Block: Lot: JOSE CEDENO Owner Information Address Phone Cell JOSE CEDENO 157 NE 101 Street (857)998-0376 MIAMI SHORES FL 33138- 157 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 20,000.00 Valuation: THE HOME DEPOT AT HOME SERVIC 954-979-2137 Total Sq Feet: 0 Type of Work: 12 IMPACT WINDOW REPLACEMENT Available Inspections: No of Openings: 12 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 Invoice# WS-7-15-56377 DBPR Fee $3.30 09/08/2015 Check#: 11330 $295.60 $50.00 DCA Fee $3.30 Education Surcharge $4.00 07/17/2015 Check#:11212 $50.00 $0.00 Permit Fee $220.00 Reinspection Fee $75.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $345.60 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 AFFIDAVIT: I certify that all the foregoinginfte ac rate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the a i on actor to do the work stated. September 08, 2015 Authorized Signature:Owner / Applicant / Con c / Agent Date Building Department Copy September 08,2015 1 1 Miami Shores Village JUL 12015 b Building Department o 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201® BUILDING Master Permit No.W PERMIT APPLICATION Sub Permit No. NfBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [—]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S T City: Miami Shores County Miami Dade Zip Folio/Parcel#: i- )1 c,it C 13 - j Ci O I Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): L t I V Phone#: vJ - I Address: j i I1J ,^ j City: 'l l n'l l i'�r iZ 1 State: FL_ Zip: Tenant/Lessee Name: .v P Phone#: Email: CONTRACTOR:Company Name:•!ffr 6LVII DEC T Al dOlf UW- I('r 5 Phone#: `?�� J r i�0 i Address: �'I I. Fru'y '�L(° City: d INN/1 State: c" Zip: C�J Qualifier Name: K 61 1)1 H L Phone#• State Cerr.ification or Registration#: { !`C(;�� ; �� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ AcI 'tion ❑ Alteration New ❑ Repair/Rept ce ❑ Demolition Description of Work? 1 Specify color of color thru tile:_ Submittal Fee$ 0 -� Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02%14/2014) 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 r curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pprove d a reinspection fee will be charged. Signature Signature Owne Contractor The foregoing instrument was ac owledged be e e this L The foregoing instrument was ackn ledged be re me •s day of µ� 201 liY-- — ��`1�01 � -t0� a L day of 1A� ,20 ,'by l, who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAR UBLIC: NOTAR PUB MARIUSKA MORALES 1,111111,, MARIUSKA MORALES •1,1111111,, 1P Y P 9 ,,�PaY vie•.,, g=o P t�" Not Public State of Florida Notary Public-State of Florida Sign .r Commission#FF 2201013 Sign: :• Cnmm S,�on :,;. 0;5 My Comm. xpue o,• y omi 019 Print: +- oP,• National NotwyAssn. Print: � '1j1'"'� ndedrh'Ou htJa! Assn My Commission Expir My Commi sion Expires: **>i«I�*xl�*�lal�l�l�l��lxl�l�l�lxl��l�l�l�l��l�lxl�lxlxl�l�l��lalx1�1�1x1�1�l�l�lxlxxlxlxlmxlm�xlx/xxl�l�m>k��/ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) C Fri 2015RO4 59060 • OR BK 29699 F`a 4880 (I s s) RECORDED 07/16/2015 14:48:31 HARVEY RUVINP CLERK OF COURT MIAMI-EAGLE COUNTYP FLORIDA �') T Mq 1'Il-!q, that ("Principal') has made an(! Home Services aPP° and by these presents does make and appoint THD A#- �G � S ine, `�y�� nye Home Depot At Home S /U�ti e ervices and/or its agent hun/her and in hislher n�uta:. Place and stew true and lawful Attorney-in-Fact for o r. c% f the following Cl+eeifc and timi.ed aurooses TO execute any tin x. In doc"n ent l re880118bly necessary, including wl`diont t�aasi P.Plefltlans,fog the sole,specific and meted purpose Of obtalnin Y pears�r:1t a ,a Pette 6,'.t for ho;;;iae iasa�aravements an behalf of the h0meowner(s) �1 S c�e►. and for the a>a® e rty loca d at: '^�.a.+.--•--�.. I�til ke, giving and granting said Avillney--in-Fact, fii11 power and authority every act and thing what so°ver nece, ° Y to do and perform all and Premises (set out hereinabove` ary to be done in and about the specific and limited as fully, to all mtents and Proposes, as might or could be done if personally present, with ',$.11 power of substitution and revocation, hereby ratifying and confirming all that said attort car shall lawfully do or cause to be done by virtue hereof SS WHEiti OF Uwe hereunto set m hand and seas flus---�" � 1.a l p y day of Signed,sealed d deliverer!i l thhe-�preseIa Witness --- P Witness STATE OFmicommw 'F7•- COUNTY OF 1 i9i&DI a I,certify Ugh S`Y`^ a Not provi�tdhat �r;,t u h public��'�in(}Personae d for the tate of Florida,do her by this da m -, C. as Y down to me, o why Y Person and voluntary auth that he/she signed,sealed and delivered the said instrument as his/her free and vol identification, appeared before me untaiy aut.,Llrized for the uses and purposes herein set forth. under my O ai.t official seal flu te t this day of _04 MY commission expi ;16 'x res: otary Public TATE OF FLORIDA,COUNT OF DADE HEREBY CERTIFY that this is a true co rND 000/ylY �regmal li pn tiffs B copy �4 CLERK 0 1 '1 gfi day of O� AD 20 U eA u �PernutAutho�bpn NITNESS my hand and Official Seal. r� 1 ?0-08 1A Y RUVIN AERK, of Cncurt and County Cou � o� a ago wt Property Search Application- Miami-Dade County Page 1 of 1 VC t" ^ � L �i $ Summary Report Generated On:7/17/ Property Information i Folio: 11-3206-013-1951 Property Address: 157 NE 101 ST Owner JOSE R CEDENO Mailing Address 157 NE 101 ST MIAMI SHORES, FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE l FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 I Actual Area 1,791 Sq.Ft Living Area 1,520 Sq.Ft � �a Adjusted Area 1,649 Sq.Ft Lot Size 11,500 Sq.Ft Taxable Value Information Year Built 1941 2015 2014 c Assessment Information County Year 2015 2014 2013 Exemption Value $50,000 $0 $50 Taxable Value $271,674 $330,578 $81 Land Value $218,776 $218,776 $149,937 School Board Building Value $102,898 $111,802 $111,802 Exemption Value $25,000 $0 $25 XF Value $0 $0 $0 - ---- -.- -- -- -- - Taxable Value $296,674 $330,578 $106 Market Value $321,674 $330,578 $261,739 City Assessed Value $321,674 $330,578 $131,613 Exemption Value $50,000 $0 $50 Benefits Information Taxable Value $271,6741 $330,578 $81. Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,000 $0 $50. Cap Reduction $130,126 Taxable Value $271,674 $330,578 $81. Homestead Exemption $25,000 $25,000 Second Homestead Exemption 1 $25,000 1 $25,000 Sales Information Previous Sale Price OR Book-Page Qualification Descripti< Note: Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). 08/25/2014 $379,000 29285-1911 Qual by exam of deed 04/01/1996 $0 17206-3861 Qua[by exam of deed Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 22&23 BLK 14 LOT SIZE 100.000 X 115 OR 17206-3861 0496 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appra and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfiinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/17/2015 WINDOW AND DOOR INFORMATION SHEET JOB# 8371025 -8377659 Name Cedeno 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 73 53 N/A NO 2 4 15-0612.12 SH 60 70 40.1 43.4 21 39 N/A NO 3 4 15-0612.14 SGW 60 70 40.1 43.4 40 52 N/A NO 4 4 15-0612.14 SGW 60 70 40.1 43.4 40 52 N/A NO 5 4 15-0612.14 SGW 60 70 40.1 43.4 41 32 N/A NO 6 4 15-0612.14 SGW 60 70 40.1 43.4 39 40 N/A NO 7 4 15-0612.12 SH 60 70 40.1 43.4 22 40 N/A NO 8 4 13-1125.03 A SGW 65 80 40.1 43.4 115 53 N/A NO W 9 4 15-0612.14 SGW 60 70 40.1 43.4 40 52 N/A NO 10 4 15-0612.14 SGW 60 70 40.1 43.4 40 52 N/A NO 11 4 15-0612.14 SGW 60 70 40.1 43.4 40 52 N/A NO �G) 12 4 15-0612.14 SGW 60 70 40.1 43.4 73 53 N/A NO 4 �t� 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 .. on •• • • • • • • • • • •• • • •• • • • • • • • • • • ••• • • 1 OF 1 WINDOW/ SHUTTER DIAGRAM SHEET 6 7 8 9 1= FF7L_ 11 -_=1 FF11 kitchen bath dining room master bed bedroom 10 5 ED garage I bedroom 11 4 FED bedroom bedroom bath living room bedroom Lil u IL--Jl lL___j 3 2 1 12 .00 Vliavni S:iores Vivaq j7_7 BY DATE • Z -422 0A 1-VA I I i ALL FEDERAL I"va". f7;/Vil) ATlmis 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 Positive Negative Positive Negative Positivel Negative z4 dt z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5j 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 43.4 53.4 43.7 47A 58.6 21-30 47A 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.746.5 50A 4862.2 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59A .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 61.8 50.6 54.9 67.8 51-60 53A 57.8 71.2 58.4 63.3 78.2 LOCATION BROWARD COUNTY, 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 Positive Negative Positive Negative Positive Negative A&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 43A 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 62A 51.1 55A 68.5 21-30 42A 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54A 66.9 54.8 59A 73.4 31-40 45.1 48.8 60.1 49.2 53A 65.9 31-40 52.8 57.2 70.4 �N.62.5 i7.L • ..••�• 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 54.9 59.4 73.1 '65.0 •9Q251-60 49.1 53.2 65.4 53.6 56.2 71.8 51-60 56.6 61.3 •67.1 82.9 ...•:. LOCATION LOCATION • • • EXAMPLE MIAMI-DADE COUNTY EXAMPLE MIAMI-DAD.CjxljJjY • • ••••: • •• • •.••• GENERAL NOTES: " " ••• 00.000 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR;OMPONENTS AND CLADDING MdIARICANE . • SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY S ECT'rH:DESIGN • . PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. ....•• •••••• 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINErR. Tt%8IGNATI9RE . . AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 71810 PUBLICATION 06669: 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES ORA SITE SPECIFIC EVALUATION IS REQSI E© = 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 It or 20 times the building height,wichever is greater.Based on the FBG 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 greaterthan 5000 It 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 M PH,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 40%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or ft RooF Slope T / IZ E N G C O,Inc. sl z4 I\ Engineering Services-CA 8116 �z4 I T° z31 Ch) ° ;Zs MEAN RQUF �` 5595 Orange Dnve 2('I EIGHT -FLOJUL / nn 2015DAVIE R Tel:(954)585-0304 V $ a<=BW x 0.1 ora<=h x 0.4 E-mall:Engco@AOl.coo' PEDRO DE FIGUEIREDO BW less or equal than BL PE 52609 a must not be less than NOT VALID W/OUT SEAL a=3feet or a=0.04xBW 5/2_'/c015 MIAMI-DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 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.Zoy/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"SH-500 Vinyl' White PVC Single Hung Window—L.M.T. APPROVAL DOCUMENT: 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., 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 lM been no change in the applicable building code negatively affecting the performance of this prgduct. '..... ....•• TERMINATION of this NOA will occur after the expiration date or if there has bin a tevisiolrkChange in the materials, use, and/or manufacture of the product or process. Misuse of this 1400 As an en'd'orsement '• •• of any product, for sales, advertising or any other purposes shall automatically terr$iria4S this NOA*Failure •••• to comply with any section of this NOA shall be cause for termination and removal of mA. :000:0 .... . ..... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade.City, Florida, and •• •• followed by the expiration date may be displayed in advertising literature. If any 466 ion of�e NOA is .... • displayed,then it shall be done in its entirety. :00:0: • INSPECTION: A copy of this entire NOA shall be provided to the user by the m7anufac6tW:or its :0"00: distributors and shall be available for inspection at the job site at the request of the 141ildin Offici :Soo*: p J q $ al This NOA revises NOA#13-1009.05 and consists of this page 1 and evidence pages E-1 and E-2044 Well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0612.12 MIAMI-DADE COUNTY Expiration Date: April 11,2018 p Approval Date: July 2 717.3115 3 2015 Page 1 I 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,complyliag with FIX-06 ••••%• Edition(2014),dated 06/05/15,prepared by manufacturer, signooand 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(RLR). ••"" . Manuel Per", E. Product Control Ela&lner 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. •00.6• •• • 0006•0 • 66 • • •060•• 0••0 • •000• •••60• •• • 0.0.0 • •0•••• • • 0•••00 0 000 • • •0.0•• •• • Manuel Pere .E. Product Control Ex finer 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,k.ASS,AIRSPACE AND 5/10"LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2 OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE-PVB BY KURARAYAMERICA,INC. GLAZING DETAILS...................................3 B.71W LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8"TEMPERED OR ANNEALED G SS, AIRSPACE AND 5110"LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS...................................4 OF(2)LITES OF 118"ANNEALED GLASS WITH AN.0901NTERLAYER OF BUTACITE GL—ASS, BY KURARAY AMERICA,INC. SECTIONS,I.F.FRAME............................5 SECTIONS,BOX FRAME.........................6 2.CONFIGURATIONS:1/1 AND PROVIEW PARTS LIST..............................................7 EXTRUSIONS. 8 3.DESIGN PRESSURES:+601-70 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-50/+60 PSF. 4.ANCHORAGE:THE 331/3%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. 6.REFERENCES:TEST REPORTS FTL•5710. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). PRODUCT REVISED w complying wllh the Flodtla Building Coda Acaeplance No 4-11 aro •• ••1 • • • • • •• 1t11111I// • • •• • • • • • 0� ;. FR • •• • • • • ••• • ��. �Gv;NSE lyo.58105 _ is — ' w_ aN. ••• • ampmc 'Q'•• T£ •�. �� SC ae�51/15 a SADNCTE12WO • • • • • GENERAL NOTES sF toy G� tem. • • • 1010 TECFOVOLO(iV DRNE LOR.-''`\ e, t"yaro°7 1 20 &C u A s�rEiar • • • ••• N P.O.0 529 75 Vinyl Single Hun W hdow,Large Mi. H Im act '%,�S� Bg p N.VENICE,FLJa27d 1Rti*getter a"""*bw a°"" ®"` R"'h°"' ""° A.LYNN MII.«R,P.E. D.G. 8ro7lOB A SxSDD NTS 1 d 11 5191-1 D FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • 521/8"MAX. 55 3/8'FRAME O.D. 48°FIXED WIDTH DLO 621/8°MAX. 48"FIXED WIDTH DLO SEE SHEET 95" 4118"O.C. e° FOR ANCHORAGE 8" MAX. MAX.TYP. MAX. REQUIREMENTS MAX. TYP. MAX. / 33 3/4" / 333/4" FIXED FIXED HEIGHT DLO HEIGHT DLO 75" 7b° MAX. Lu MAX rn ! 0 rn I W, 10' 781/4" Lu x MAX FRAME W O.D. a 5 N 0O 33 33 SASHSH SASH / HEIGHT DLO /y HEIGHT DLO X PRODUCT REVISED -complying with On Ftaddn t3uilding Cade -0619,i 2 U. Acceplonco No E. Inti Dale �JS 8" 21/4° E MAX. =45,VASH WIDTH DLO 16153/4"SASH WIDTH DLO MAX• nY:^•u''<^I'ndact xr TYP. BOX FRAME INTEGRAL FIN •• ••1vIP�C.y�IZE F 52 21%X 7S• MAX.SIZE=52.125"X 75" • •• • • • • ••• • ��'��.•'•�1GENSF''•�F.Q'i NOTE: 000 see so• . . . . P: ��'� No.53705 - 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 SHEETII. - �Ir ••• ••• awceac SW'� 171S / Sc 06Ni's lit GEB'M ZEST• • • • • ST TCO llJ� Olbc R�o°t • 1070 TECHNOL06Y ORNE ELEVATIONS ��.'•.,Ff,OR19�;••'• QO. 1TlldRlg AD 10" ENBt0:1,B(.CFRANEFIEWTIdN N.VENICE,FL.,ii S •••••• G'�� u ,1 wTn1w No cErrl�s •• • — VIn I Single Hun Window,to a Missile IMD '!,`SfUNAL EET • • P.O.BQX 1528 se�o>t anx: t�.rc� ! �. w pxds! p„y N.VENICE,FL3AZ74 VtNbiyBeaer A.LYNNIMlill. P.E. D.G.o, OgrOpOg F BX500 NTS 2 a 11 ti191-1 FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/4"OVERALL GLASS NOMINAL 314"OVERALL GLASS NOMINAL 5/18"LAMI GLASS NOMINAL 5/18°LAMI GLASS NOMINAL 118"ANNEALED 1/8"ANNEALED GLASS GLASS AIRSPACE ,090"BUTACITE® AIRSPACE ,090"BUTACITE® PVBINTERLAYER PVBINTERLAYER 1/8"TEMPERED OR BY KURARAY AMERICA,INC. 1/8"TEMPERED OR BY KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 1/8"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 3 OUTSIDE OUTSIDE Ell LID [J] Ou O PRODUCE REVISED as complying with Lha pimida Building Code Acceptmue No I .t2 pint "Date t/jfj� OPTIONAL. 4 OPTIONAL 3 By Dade Product FLANGE FLANGE •• ••• • • • • • • •• • •• • • ••• Luau 3/4"LAM[ I.G.GLA,ZING•DETAIL• •• • • • • • 3/4"LAMI I.G.GLAZING DETAILV LYNN WITH 5/16"LAMI GLASS AP°.; *.6 ••` WITH 5116"LAMI GLASS AND 1I8"CAP pC1`>cE"sF BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME = 't No.58705 (BOX FRAME SHOWN)•• ••• ••• (INTEGRAL FIN FRAME SHOWN) J7 rronuer. OW1/18 �D NO QHAhKJES THIS SHEET • • 01. • • Q01vrp°" �C� 4/` '•.• ��:• P—dax t a.w 107oTEMNOLOGYoB�E GLAZING DETAILS ^� Pt0Hto�.•' DA iviaw a NO CHANGE TM SHEET • •• • •N.V8N*E.FL342�5• Vln Single Hun Window,Large Missile Impact ;S/'rvNnL�rc� JJ 104?7/11 C NOCHMGETHIS SHEET goo a P.O.BOX 1528 e.ygeyt• ar• nue loft- rre A.LI'�IIIIOLL�R,P.E. pb,pgr;p"pe m,�yp pay; N.VENICE,FL 34274 Visibly Better O.G. 08/D7/08 8HB00 Full 1 3 a 11 5191-1 D FL P.E.#58705 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• 7/8"OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL 5/16"LAM]GLASS NOMINAL /16"LAMI GLASS NOMINAL 1/8"ANNEALED 1/8"ANNEALED GLASS GLASS AIRSPACE .090"BUTACITE® AIRSPACE .080"BUTACITE® PVB INTERLAYER T 116"TEMPERED OR BY KU RARAY AMERICA INC. 118"TEMPERED OR BY KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 118-ANNEALED 118"ANNEALED GLASS GLASS 31 OR 32 31 OR 32 1/2"NOM 1/2"NOM 3g GLASS BITE 3g GLASS SITE 40 � 40 OUTSIDED OUTSIDE D 0 0 PRODUCT REVISED as complying with tt FlMda Building Code A—plm,No I-r- E imiio Dats 4 3 OPTIONAL OPTIONAL Miami ade uct trot FLANGE FLANGE •• ••• • • • • • •• 7/8"LAMI I.G.GLAZING bETAIL: : : : : : 7/8"LAMI I.G.GLAZING DETAILvr]nt WITH 5/16"LAMI GLASS ANA 418-11NI3 " ON!........ ?�<< WITH 5/16 LAMI GLASS AND 1/8 CAP ,;��',. 4,oENSF '•.F.� ; BOX OR INTEGRAL FIN MRAY •. .• BOX OR INTEGRAL FIN FRAME N0.58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) .• 946 .•. aaaer• uu.: wnrm.: a."e•rc �1 "7 �l lS :'L;=_ SC 060106 D NO CMN0159 HI8 SHEET • • • • • • a.� 1070T;.NOL013YD*T&E GLAZING DETAILS ;�i`.. F DA E p8 B NO CHANOF Tins SHEET • •• • N.VfNME.FL34l5 • nr ,`cC'.,COR1o,. `�(�;• P.O.BQX i528 ' Vin /Sin le Hun Window,La a Missile Impact '�,`S/ON Al. v—W. li1 a.�e CHANOE7HISSHEET N.VENICE,FL 34774 VW*Better ' "' A.LYNN Mft1111t2,P.E. D.©. 08i0A08 SH600 NTS 4 d 11 6191-1 D FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX.DAYLIGHT OPENING SASH 1 OPTIONAL 11 31 32 12 FLANGE 1 35 36 1 0 D 0 40 41 3.50 40 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING FI ED 32 1.94TYP.8 MAX.DAYLIGHT OPENING FIXED 35 MAX.WINDOW WIDTH 35 HORIZONTAL SECTION (INTEGRAL FIN) mkx 59 WINDOW 40 41 HEI HT 6 11 M 1 DAYLIGHT OPENING S SH PRODUCT REVISED as complying with the Flod4o 13 Building Code OT 40 41 Acceptance No 1 - 1212 WELD IN imtion Date D 11 OAitung dePaodueI 3 • • •• ltttiii.i •• •i • •6 •• o ��OQ1V LYNN • • • • '� HOT WELD CORN�k ZES14 •• ••• VERTICAL SECTION (INTEGRAL FIN) (INTEGRAL FIN) 3 {j: N°.58705 • ••• ••• ••• • • ni nr.aey tmrunr • • • u.,ta„ = 7A` SC OSNiH6 D NO CHANGE87MS SHEET • • • • • � SECTIONS INTEGRAL FIN FRAME ofttLritom •• • 1070 TE•FMOLQIDY DR/E 7( ,,COR10,.•'G.\, D.O.JW 12118A78 S NO CHANGE TMS SHEET • •• • N.VWtE,FL34286 T '� �� S' u,OW ,aro n� NOCHAIVGETMSSHEET "• • ' P.O.g0X 1628 • Vin Single Hu Mclow,Large Missile Impact S/ONAI- ` m,.,,e�.tws aad:d ams N.VENICE.FL 34274 Vtstbly Better °rAi"'°" ` �"` °if°"' 1°" A.LIINt U VM ER,P.E. D.G. Od707A98 S. NTS b a 11 6991-1 D FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX.DAYLIGHT OPENING SASH 2 OPTIONAL 11 31 32 12 FLANGE 2 35 36 2 0 0 - - 0 40 41 3. 50 40 41 DAYLIGHT 40 41 OUTSIDE FLANGE OPENING 31 FI D 32 1.848 .DAYLIGHT OPENING FIXED 35 TYP. MAX.WINDOW WIDTH 36 HORIZONTAL SECTION (BOX FRAME) 5 9 WINDOW o HEI HT 6 11 40 41 M DAYLIGHT OPENING SASH PRODUCT RMSRD 0 COMP1*8 With tho K.W. 13WIdin8 Code 4 HOT 40 41 13 BAmiPeltoncc Dateo 12o18 WELD Dp 11 Mluoli adc Product • • • • • • • • • 1111111/ • • •• • • • • • O HOT WELD CORAlER A66EMBLY•• ••• VERTICAL SECTION �.•' �tcEras�'•,F�p (BOX FRAME) (BOX FRAME) 4 No.68705 •`� ' G ej Owl/15 D ` NO CHANGESTrassrrEEr i • • • • • T10NS BOX FRAME =AOS., ST T51� :\\a;` uEs •• 1070 TMHNOLSOY DFaVE i (O`'••/,<URID G D.O. t?H8/QB 8 NO CHANGE THIS SHEET •• N.VrE,FL3415 • T >« rr baorrt7 cry No cHANGE7HIs SHEET ••• • P.O.eOx 1529 • W1n I Single Hun Window Lai a M133ffe Impact S S t'nNP.I am»,er I>eLr nma N.VENICE,FL 34274 Trutby Better es0 �` •"` a`MQA° "" A.LYNN W' R,P.E. D.(,. 0$107A18 SH300 Haff 8 d 11 5181-1 D FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWO NO. PART# DESCRIPTION ITEM JDWG NO.1 PART# DESCRIPTION 215 1 5521 66163 WEGRALFIN FRAME HEAD&JAMB ?fir LAM[G.GLASS:1/8'TESUMOUrSOARD- 2 9871 69871 BOXFRAMEHFAD&JAMB 31 AIRSPACE-IWANNEALED-DI)MBUTACRW PVB 3 9520 65184 INTEGRAL FIN FRAME BLL INrEMAYER-118"ANNEALE7(r'/16' 4 9870 69870 BOX FRAWIEBILL 7B'LAM I.G.GLASS:I/8'ANNEALEDOUTBOARD- , 67940 65102 FIXEDMEEMRAR 32 APIZ,SPACEM -1f8"ANFALED-.090"BUTAa=PVB .035ITEM 40 33 IMEFZLAYER-1/8"ANNEALED(6116'LANs + 8 7126.1 85103 MTE71N[i RAL RFJ�ffOR�VfBJr 7 1 7942 65109 SASHSTOP I.G. BEAD 8 8873 65117 BALANCECCVERS 34 MAT'L:White Ridged PVC 9 7692 66105 SASHPITEALOCK by Quanex Building Products,Inc. 10 61644W WSTR,.187 X 270 FPI SEAL 3/4"LAM LG,GLASS:1/8'TBFEI;IEDOUrBOARD- DWG NO.6492 11 7092.1 65114 SASHRENFORCEMENT 35 ARI.SPACE-tf8"ANNFALED-.090'BUTACTTW WB {r LA NO .-- 8�-{ 12 7093 65106 SASHSmERAL PITFLAMLGL-LASS:NJEALED(5MANWA EDOUT I I •272 3!4'LAM LG.GLASS:118"ANNFALEDOUTBOARD- II(/��t.Jli 13 7746 86113 MRS SUPPORT R 38 AIRSPACE-IW ANNEALED-.090"BUTACTTBD PVB 14 7889 716895P MR SUPPORTFLATE PTEFILAYER-U8'ANNEALED(5/18"LAW 15 158110 71694 TILT BALANCE SHOES 37 18 1666 7FPHWPF P7DTBARs 36 ITEM 41, 17 76208SLAW CAMSWEEPLAC( 39 1SILCOWDMI199 18 76133SLKW COW SWEEP LOCK KEIT-M 40 6492 65112 IGLAZM BEAD SDL BEAD 19 7980361E HOLECOVER 41 6483 65148 ISDILGLAZINGMEAD MAIL:White Ridged PVC 20 7675RHTL RHTILT LATCH by Quanex Building Products,Inc. 21 7676LHTL LHTILTLATCH DWG NO.8483 22 71669SP ALUM SCIMSUPPORT PLATE 23 71038W INSTALL HOLE PLUG NOTE: 24 71684K SETTPIG BLOC( ALL EXTRUDED VINYL MANUFACTURED 26 71684AK SL'ITINCBLOCK-SELFADHESNE BY QUANEX BUILDING PRODUCTS,INC. 26 7ex1FPw eX1'FHTECH(410SSPANTED) 27 7612FPIWX 8X12'FH(41OSS PAINED) 28 76X2TPA410X 6X2'TH VINYL SCReW SS 29 7OX114FPAB41OX#8X11!4' 30 8X1FPAX 98X1" 1.440 1.235 PRODUCT REVISED no .050 •5 8 m complyins with(ho RwIds 1. 5 .065F3uildh+g Coda 1. 7 Auditg.065 1. 18 FL .080 .063I d—UH--I110 ITEM 11, .. ... .. SASH REINFORCEMENT ITEM 5, • • ITEM 6', YNfV ITEM 9, MAT'L:Alum.(6063-T6) \� ••--r•--• i i s •• DWG NO.7092.1L FIXED MEETING RAIL FIXED.MTC.RAUF4fINP.•; ..-SASH INTERLOCK ,,��?• ��vsE`�Fp �� MAT'L:White Ridged PVC MAT L:Alum.(6063-T6} MAIM White Ridged PVC = '" No.58705 7r ' by Quanex Building Products,Inc. • D:;NO.7126.1 ••• • by Quanex Building Products,Inc. ��' = DWG NO.7940 DWG NO.7092 sc Owl/16 D NO CHANGES THIS 811EET • • • 1070IFECHN•LOGY•RNE• • • PARTS LIST AND EXTRUSIONS ;0X •, sr ae or w, ot: EWs FCORLDI`,•'• \�� Aa iTH8:4i8 B ADDED DIMENSIONS TOALUAL EXTRU311N3 •• • • NMNICE,FL6427y • tac �� SIS/�)i.I.A,,- Nocr�wDE7wssfEEr 'P.o.6ox,sz'eve 0 Wh SM.We Hun Window,LargeMissileIm act N.VENICE,FL 34274 VWblyBetter a 11 5191-1 D A. FLP.E.#58 05 R.P.E. D.G. 08707/03 811600 NTS7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • OPTIONAL 3.250 FLANGE 3.250 3.250 2. 64 040�� 2. 84 zfu AL. 40 0$0 2.(00 .040 Ul �o�aJH �o JH o � o r71TEM ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEAD/JAMB MAT'L:White Ridged PVC MAT'L:White Ridged PVC OPTIONAL OPTIONAL by Quanex Building Products,Inc. by Quanex Building Products,Inc. FLANGE BOX FRAME SILL FLANGE DWG NO,9285 DWG NO.9288 MAPL:White Ridged PVC by Quanex Building Products,Inc. DWG NO.9286 OPTIONAL 1.910 FLANGE 1 3.250 .647 U47 .0$5 1,1$0 .085 3.25 PRODUCI'REVISED to complying with 160 Florida F?cc pta c N l5-0 .12 .040 Acceptance 0 Z'?# DITEM 12, ITEM 13,SASH SIDE RAIL SASH LIFT RAILFrodnclCwhol MAT'L:White Ridged PVC MAT'L:White Ridged PVC •+ ••• • • •byQuam*Building Products,Inc. by Quanex Building Products,Inc. •• •i •i i i i•i • DWG NO.7093 DWG NO.7745 \\\R��oNI t,YP1'v ITEM 1, INTEGRAL FIN HEADIU NN• •• ••• • ••• l;je?. No.5870 , No.58"/05 MAT'L:White Ridged PVC by Quanex Building Products,Inc. _ 'h-..... DWG NO.9287 0 000 944 690 - i SO 61/15 Ow,aunc NO CHANGES7N/S SHEET • • • • • • a.ator ��..• J l 1 107MO CRNO.OGY ORNE EXTRUSIONS ��'C ;cLOR1D�••• ��" D.Q. o f 11err NOCHANOE rH138itEEr • •• • • N.ie1110E,FL3e�• Vinyl Single Hun Window,La a Missile Impact 0—ar. "C; c CHANOETMS SHEET N.V NICE,Fl.34774 VUblyBerrer e.woayc ' °�'°N' 1°"` A.LYNNMILL'��,P.E. D.G. OA/07AT8 SH5o0 Hof 8 a 11 b181-1 D FL P.E.#58705 • • • • • • • • • • ••• • • • ••• • • ANCHOR QUANTITIES ANCHORAGE NOTES FOR BOX FRAME: TABLE 1 WNW D eW 1.ANCHOR TYPES: 1-#10SCREWS Q 2-3118°ULTRACONS 1/1 16 20 24 28 32 36 40 44 48 5211$ (CONCRETE OR GROUT-FILLED CMU) Fixed Sash 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` MIj2 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 6°Nt T T�OEXCEDE 1/4 OF TOTAL ROM BOTTOM CORNS SWINDOW HEIGHT) N 30 5436 1 1 1 1 2 1 2 1 2 1 2 1 2 2 4°MIN.BELOW MTG.RAIL SILL-ANCHORS NOT REQUIRED OD 35 621/2 42 1 2 1 Z 1 2 1 2 1 2 2 2 2 2 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR W 40 48 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 2 2 2 2 2 2 2 2 2 2 2 3 2 3 NOTE 2. H 45 54 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT E OPTIONAL FLANGE. 1 50 60 2 2 2 2 2 2 2 2 2 2 3 2 2 3 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11. G 55 66 111 WINDOW H 3 2 3 2 3 2 3 2 2 3 2 3 2 3 2 3 3 4 521/8"-- T 21l8°— T 60 72 2 3 2 3 LJ-3 2 3 2 3 2 3 2 3 3 3 3 4 3 4 I 1 I 621/2 75 — 3 3 3 3 3 3 3 3 3 3 3 313 3 3 3 4 3 4 EtcarMle:52.125 x 75 For 111 Windows 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 PRODUCT REVISED 52 1/8— ns complying with the Florida 3 Head"" 3 I I I Aceeptmtco o 11'I-0614.t2 L=x iretbn Dnte �� 3 4 2 2 Y SeShF &Hemi ade NCrimol Fbced- .61-1 — — —— FIXED NOTE-FORVIEWWNDOWSUSEVIEWFD(mWNDOVYIEGMnRDN:HVQU4iTVV ADAND 02 lir ABOVE THE MTP,AND USE THE V IEW SASH WNDOUNHQGHT gjR 41111TOr C g A"ftOW THE MTR. �o��i IYN,IV nsi(e MAXIMUM HEIGHT FOR VIEW WINDOW IS 62112". •• ••• •• w • • •• r. 4H SASH �t: r X No.�8705 NOTE:FOR VIEW WINDOW THE LARGEST CANNOT EXCEED THE TESTED aatai sro5 w,r.cm • • • SR. P.nsr. aft • •.••�•• SC 0601/15 D -FED CMU (• �■ awfo�e :�-a T•�'SrATTIC7 Q•`S . S..C••,:G �.:,"1U ADDED T .70 Tai SPACING a ADDED ANOMODIFIED vEww/NDo • • Eryo • NNIN GE THIS SHEET JJ 10NA.EQX 1528 Vn Single Hun Window Large MlsslleImpact � r t t a.1w.e.c a..c ++° x. A.LI/f�I f MILt�R,P.E. u.�e1 ay N.VENICE,FL 34274 Visibly Better sum NTS 9 a 11 5181-1 a FL P.E.It 58705 D.Q. OBl07AI8 FL A ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 2x WOOD BUCK (SEE NOTE 2) 1.430"MIN.EMBEDMENT 1/4'MAX.SHIM-1 .120'DIA.x 1 1/Y ROOFING NAIL, 2x WOOD BUCK 5'MAX.FROM (SEE NOTE 2) ,1/2'MIN EDGE CORNER&4 1/8'O.C.. 1L 0 PE3— .430"MIN.EMBED 1/4'MAX. Q _ SHIM OPTIONAL p OPTIONAL FLANGE FLANGE 1/4" 1/2°MIN EDGE MAX. .120'DIA x 110 ROOFING NAIL, SHIM 21/4°MAX.FROM ® .120'DIA.x 1 112ROOFING NAIL, CORNER&41/8°O.C.. CORNER&4 V8'O CM 2x WOOD BUCK OPTIONAL FLANGE 1/2"MIN EDGE. (SEE NOTE 2) 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 PRODUCTRGVISED -aanpiAng with[ho Florida Building Code Aceoplancc No Lixpiretion Date By ® NOTES: Mbmi Dnde prodoci Cm,ad 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE AW'DIA.x 1 1/2' ROOFING NAIL INTO WOOD(G=0.55) 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE 4011TIGNA19IF YN11bCAN6E INGTAiLEDSRLECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER!INSTAL A-RoN•fo:HP+SL§SVt C1.WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ; t.yNty JUMSDicilb4jV. 3. FOR ATTACtlWNT TOALIiMINUM•TH9 MATERIAL SFAL.L BE A MINIMUM STRENGTH OF 8083-TS AND A MINIMUM OF 1/8'THICK.THE ��.' �1GFNSF '• P ALUMINUMIKRUOW@RfiL M@MBER SHALL•BEUF ASIZE 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. - j` Nu.58705 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. - 600 400 0 !—.4-:6 OS�Ot/t TL f9Nd/08 • • 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS-Into ralFinFrame• • • • N.VENICE,FL 34278 1w�/1t• c nrocwwoTrrrssx'tr • • P.o.Box18� Vin l SI le Hun WindowLa a Missile Im act u,m onaaa N.VENICE,FL34274 VisiblyBetaar ` v '°6 ""` A.LY(`if�IK41LIL��L,P.E. 08/07/08 SfW0 NTS 11 d 11 5191-1 D FL P.E.#58705 • • • • • • • • • • MMA DADS 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.TniamidadLgov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 • SCOPE: i •'� X0000 9009•0 This NOA is being issued under the applicable rules and regulations governing the use of c9nst.�raction .. materials. The documentation submitted has been reviewed and accepted by Mimbt T:dde County RAR - •••••. Product Control Section to be used in Miami Dade County and other areas where a1lbWelf by the Authority • Having Jurisdiction(AHJ). 900000 9999 This NOA shall not be valid after the expiration date stated below. The Miami ISMde CountyWoduct '•;•• 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 tbi.Viaduct or mafenal " fails to perform in the accepted manner,the manufacturer will incur the expense of Such'telting and tie AHJ may immediately revoke, modify, or suspend the use of such product or material avithip their Ol5diction. • RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade Corm Product Cj ntrol ;•••• 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: one:DESCRIPTION: Series"HR-510 Vinyl"White PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: 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 scaled 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, modellseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0612.14 MIAMI-DADE couNl y Expiration Date: February 17,2021 Approval Date: July 30 2015 yX7ft�ltppPage 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) j 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact-resistant", sheets I .see through 10 of 10, dated 08/12/09, with revision C dated 05/29115, pr y"q*d by ••• manufacturer,signed and sealed by Anthony Lynn Miller,P.E. •• so . so ...... s• . •sesse B. TESTS :so**: 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •.e•e• •• •• ' 2)Uniform Static Air Pressure Test,Loading perZBC.TAS,:DY-9.4 3) Water Resistance Test,per FBC,TAS 202-94••••' '.: goes s 4)Large Missile Impact Test per FBC,TAS 201-991•: .' 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ;o s�;• •••• • 6)Forced Entry Test,per FBC 2411.3.2.1,and t,49 0202-94' :...s along with marked-up drawings and installation diagram of a series Hl--�jv vinyl ' horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916, dated 06/18/09, 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-5te 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 xa finer NOA No.15- 612.14 Expiration Date: February 17,2021 Approval Date: July 30 2015 E-1 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?tn* -for •• • their"White Rigid PVC Exterior Extrusions for Windows an'dl7odrs"datpe • •• 02/07/13,expiring on 12/26/16. 066:90 0000 0000.. F. STATEMENTS •••• • 1. Statement letter of conformance, complying with FBC-511 Editig j U414),dated" ••• June 5,2015,issued by manufacturer, signed and scaled by Ant efiyYynn IvliNr,;P.E. • 2. Statement letter of no financial interest, dated June 5, 2015, i• by manufacturer, •• signed and sealed by Anthony Lynn Miller,P.E. ...•;• .00.00 00 0000.. G. OTHERS • 000 • • . . 1. Notice of Acceptance No. 11-1114.06,issued to PGT Industries or their Series • "HR-510" White PVC Horizontal Roller Window-L.M.I."approved on 02/09/12 and expiring on 02/17/16. Manuel PeyA,P.E. Product Control&Ainer NOA No. 15-0612.14 Expiration ate: February 17,2021 Approval Date: July 30 2015 E-2 ImpeclRa ®IMPACT-RESISTANT HORIZONTAL ROLLER /8"MAX. 21 4"O.C.MAX.TYP. TDesignPreaeuraR YPAx. f' ® atlrg Rating BOX FRAME AND INTEGRAL FIN WINDOWS +601-70 PSF Large arl Small M1-1.9 mpect 5vire,�w.�w.�aww am•wl +60/-70 PSF Large Missile Impact OAy i When uW p m mobs anew ate•�) GENERAL NOTES: 1.GLAZING OPTIONS: A:718"IG-5/16"H/H-SG+7118"-AIR+IVACAP B.7/8"IG-5/16"HM-SG+7116'-AIR+I IM CAP S2 — _ / / = p NOA DRAWING TABLE OF CONTENTS 2.CONFIGURATIONS:XO AND OX. OJ o w SHEET / J 'a3 GENERAL NOTES....................................1 3.DESIGN PRESSURES:+801-70 PSF(ALL GLASS TYPES LISTED) © Z / / u0� LL ELEVATIONS............................................1 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE LL GLAZING DETAILS...................................2-3 AND GLASS TABLES ASTM E 1300. SECTIONS,I.F.FRAME............................4 B.POSITIVE DESIGN LOADS BASED ON WATER TEST O SECTIONS,BOX FRAME.........................5 PRESSURE AND GLASS TABLES ASTM E 1300. :T Gi PARTS LIST..............................................8 EXTRUSIONS............................................7 4.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ANCHORAGE SPACING,BOX FRAME...8 30'ABOVE GRADE IN THE HVHZ,THE EXTERIOR CAP OF ANCHORAGE DETAILS,BOX FRAME.....9 INSULATED GLASS UNITS MUST BE TEMPERED. © X O ANCHORAGE DETAILS,I.F.FRAME.......10 5.ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE • SHALL BE BEYOND WALL DRESSING OR STUCCO.THE 331/30/a 32 314 VENT DLO WIDTH [-329116 FIXED DLO WIDTH INTEGRAL FIN STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL 73"MAX MAX.SIZE=73"X 62" SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR 761/4"FRAME O.D. MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.APPROVED ANCHORS:1,WIV E=ULTRACON) 2,1110 STEEL SCREW(G5)AND 3.(.120)X 1-112"ROOFING NAIL FOR® 73MAX FIN. 32 9/16 FIXED DLO WIDTH DLO WIDTH 6.REFERENCES:TEST REPORTS FTL-5916;ELCO TEXTRON NOA 32 3/4 VENT ANSI/AF&PA;NDS FOR WOOD CONSTRUCTION;ADM ALUMINUM DESIGN MANUAL;QUANEX BUILDING PRODUCTS(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, @3 INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). to O PRODUCT 8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT O .Ith U / B ildimlyingw116ereFLALi FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF Jo TRANSFERRING APPLIED LOADS. F / Accoptanec,o IE1 11 Z � S 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN.OVERALL SEALING/FLASHING STRATERY (0 �ro- FOR WATER RESISTANCE OF INSTALLATION SHALL BE /�C Mixmi ade Product Con DONE BY OTHERS. 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE X O •• ••• • • • •• i CONCRETE MASONRY UNITS COMPLYING WITH ASTM 0.90. 81/2,MAX o • • • • • • ��\OC1�, IICF'/'ii 61/4" • • • ��•••P•p•�• • ��.•'�cNst '.. I © 4 314" SEE SHEET 8 FOR 15"MAX.O.C.�— _ No,58705 MAX.SIZE=73"X 62" "SG"=SENTRYGLAS®BY KURARAY AMERICA,INC. ANCHOR REQUIREMENTS 6112"Max. CC= SC 05129/15 n CC EDIT NOTES FOR FOC 20141REVISEMAX HEIGHT 1mo�EcrNaLoovoaTVE EL V11bNS:ANCH0 E• • • • • T•., pL0RpP.•C��j��` J.J. 10/17/11 B FBC 2010 CODE CHANGE N.VENICE,FL 34275 ie. •• • • • • • • • • i,Ccs a Vrn I .R ller Window,rlrl a rea9is�ant• • SIpNA� J.R. 01/18/10 A Added DP/I ect box frame,changed floe above note P.0.130x 1528 t O—Er Do. NOKOMIS.FL 34274 ease a� " A.L`�FtPI M1L4k'fI.P•E. J.R. OPJiTl09 ae oo�.. FLcoAe2azea HR8f0 NTS i a 10 51912 C P.Ea58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® 718'OVERALL GLASS NOMINAL 5118"LAMI GLASS NOMINAL 1/8"HEAT STRENGTHENED GLASS 7/18"AIRSPACE .090°SENTRYGLAS®BY 1/8"ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS 118"HEAT STRENGTHENED GLASS 112"NOM. 29 GLASS BITE 32 0 39 37 28 29 EXTERIOR 35 O PRODUCT REVISED ea complying w1111 ftFlorida 2 Uuitding Code i Acttptmce No� I L'xpiraUon Date 7QA OPTIONAL FLANGE By FLANGE da Fio99. \11 til/ 00 7/8 LAMI I.G.GLAZING DETAIL •• • ,, ��,. � �.•' �,1r,ENSF'•..F,p WITH 6/16"LAMI GLASS AND 1/8"CAP •; ; •• ;lQ,:. ;� •• ••• •• • • • •• N7".58705 SC 05/29116 C NO CHANGE THIS SHEET GDbJAILS-B R LAN6E•FIiAME FCORVOA.•' \\;' 7070 TECFWOLOOY DRNE ms • • • • • %C�SS�/•.......••�,``` J.J. '101171111B NO CHANGE THIS SHEET N.VENIOE.FL34276 • , UlugG \`\ Ai;iww oft J.R. 01MF/10 R-W Changed lass make up,drawl llffe. VlA 1 IZ. IBf WUIdOW,�I71 1�CZ fErl6�t n /! I1) NOKO.69 FL 34274 �t�rbdt & e: 6twe • •R°` A LYNN�ILLER P.E. o—W.. ad. CMtluO ® FOt6f0 1.1 2 110 b101-2 C P.E.068705 J.R 1)8/am FL COA 80296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® 718'OVERALL GLASS NOMINAL 5J18"LAMI GLASS NOMINAL 118°HEAT STRENGTHENED GLASS 7118"AIRSPACE .090"SENTRYGLAS®BY 118°ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS 1/8°HEAT STRENGTHENED GLASS 1/2"NOM. 29 GLASS BITE 32 0 39 37 28 29 a EXTERIOR 35 O PRODUCT RBVlSED as complying with dw Fonds ccta eAepcNo 15-0612.14- [Npire,ionDate 1 OPTIONAL FLAmi NGE M ,I aa5 , 7/8"LAW I.G.GLAZING DETAIL ; ; ••; WITH 5/16"LAMI GLASS AND 1/8"CAPGo •. ': ; ; ; ; ;•; • ��t' �,GHNSF''�FP No.58705AT _ S � R"w SC' 8/15 �C NO CHANGE THIS SHEET GU Z1Nd DETAILS-IN FIN •• �O��n'•,•F�nRtU2.•' ^ 1070 TECHNOLOGY DRIVE J.J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE,FL 34275lu. ,es • • • • • • • • �/ Cs \'. , My/F� tlbr MI ,Int CIt resistant• • J.R. 01/18/10 A Chen ed lass make up,drew' ttUe. P.O.EOx 1529 �,, an.c 7a am a LnfitrAldP�d P.E. Drawn of CroF�rt "a0e: NOKOMIS,FL 34274 -JR510 1.1 3 d 10 .57181-2 C P.E.055705 J.R. 08/12!09Fl.CO NNWM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 19 18 13 1 SEE NOTE 1 SEE NOTE 4 DETAIL D SEE NOTE 1 14 15 16 HEAD SECTION 1 1 SEE NOTE 3 29 0 29 11 EXTERIOR SEE NOTE 2 22 21 4 5 29 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.#6 x 112 FL SMS,LOCATED AT 41/2" FROM EACH END AND AT 16'0.C. 2.#6 x 316 FL SMS,LOCATED AT 4112" FROM EACH END AND AT 16"O.C. 1 3.#6 x 1/2 FL SMS,LOCATED AT 4112" SEE NOTE 21 FROM EACH END. 29 22 4.CAM LOCKS: ED (2)AT 7•EACH END yr complying with ft as complying with the platrlAa 5.WEEPHOLES ARE 1"X 3116".SEE building Code SHEET 1 FOR LOCATIONS. - HOT AcceptonceNo •Or 12.14• - WELD Bepirmioa Date 21 By M t ado procit" 1 SEE NOTE 5 10 DETAIL 5• •• • • • • • .• �� 7, SILL SECTION • s • C1V LYNN d/1 HOT WELD CORNER ASSEMBLY ' • •• ••• • 1 • •• s�:. 1'r (INTEGRAL FIN) = No.5670e 7 aEOFt SC 05/28115 C NO CHANGE THIS SHEET RrAb- s SECJlONS-INE L FIN• • • • l��' ', LaAlop.•'C� ao7o TECN 4oLoov tmrvE ,� • • • • %�4 J,J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE,FL 34276 Vln • • i, o� t Mar Tow,fm c-reQlstpn� f �, ORIAL J.R. 01/18110 A No changes this sheet. P.O.sox t52s a,,,,,,r ao"° • •'"` a t 1rtiN Miu�d P.E. ear taets: NOHOMIS,FL34274 Q m b HRb10 1.2 4 d 10 5191-2 C P.E.abs7os J.R. 9W12419 FLcAnam2e6 ••• • • • • ••• • • • •• •• • • • •• •• 19 13 18 2 SEE NOTE 1 SEE NOTE 4 DETAIL D SEE NOTE 1 14 15 16 HEAD SECTION 2 2 0 o SEE NOTE 3 EXTERIOR 29 ° 29 11 EXTERIOR SEE NOTE 2 22 21 4 5 29 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.96 x 112 FL SMS,LOCATED AT 41/2" FROM EACH END AND AT 16"O.C. 2.#6 x 318 FL SMS,LOCATED AT 4112" FROM EACH END AND AT 16"O.C. 2 3.96 x 1t2 FL SMS,LOCATED AT 41/7 SEE NOTE 21 FROM EACH END. 29 22 4.CAM LOCKS: (2)AT 7-EACH END HOT as complying with the Florida 5.WEEPHOLES ARE 1°X 3116".SEE ME�� Building Godo 15-c*0z 4, No M SHEET 1 FOR LOCATIONS. 2 E Irotl n Data E iami ada Product 2,—, SEE NOTE 5 10 DETAIL • • •• SILL SEC1ION \"",(LYNN HOT WELD CORNER ASSEMBLY •• ••• •• 2 • • w• $r: it (BOX FRAME) _ No.56705 nnaex aru iaMamr ` • • • ••• 0.•'•.• 91ATC F f�C�: se 05/29/15 C NO CHANGE THIS SHEET CR0S6§ECf10NS-B* E 70707ECFOJOLOOY DRNE ' (� <URlO?.•'•G\ J.J. �M/17&1'0 1/1B NO CHANQE THlS SHEET N.VENICE.R 37270 *� • • • • • • • • 'i,S P.O. oxts2e Vin dsr MI ,IPn ct reedstsnt• • �,�`S/0/�/ql_E� J.R. A No changes this sheet. ® a.r,.mxsot 3vwvf 1>� NOKOM)S,FL 37274 HRb10 1:2 5 a 10 51912J.a, lWe FL COA 1128200 ••• • • • • •w• • • • •• •• • • • •w w• ITEM DWG NO. PART# DESCRIPTION 1 5168 65166 FRAME HEAD,BILL AND JAMBS FNONI-Y) 2 5189 85189 FRAME HEAD,SILL AND JAMBs(BOX ONLY) 21 4 5102 85102 FIXEDM ETICIRAL 13 5 5123 85123 FIXED M9=TIISt3 RAL-ALUMINUM RBNF. 6 78X1FPAW 8 x 1-FH TECH(CAM LOC(,KES[ff) 2g 16 0 7OX312PPABX SCR SX3 ire FIRTYPE AS(FIXED MW 15 9 71669SP 330025 ALUM SCISW SUPPORT ELATES 10 1 5138 1 65138 ROLLFRTRAC( 17 5138 1 05138 ANTI LIFT 18 12 7103OW INSTALLATION HOLE RUGS(BOX ONLY) 34 13 5105 05106 SASH INTERLOCK RAL 14 5114 65114 PITER.00(HAL-ALUMINUM RT3W 1 15 70209SLAW CAMSWIEPLOCKS O 16 76133SLKW CAM SW�'LOCK K�6t 21 11 17 1644 61644W WSTP..187 x 270 FIN SEAL 18 5137 66137 SASHSDERAL 18 5114 66114 SDE PAL-ALUMINUM RBNF. 20 1644 01644W VCW..187 x 270 FN SEAL 21 6106 65108 SASHTOP&SOTTOMRAL 22 5114 65114 TCP&BOTTOM RAIL-ALUMNUM RE W. 24 23 1644 81644W W3TP..187 x 270 FN SIAL 24 226-1 42112FD ROLLER HOLISM 25 7BRV*L2 BRASSWFIEB.S 25 26 7812FW 6xI&FH PHIL 02PTSM 27 76MFW 7 x 318 FH PFO-N2PT SW 28A OSW OK716 WIT SUPERSPACER 288 63WAK38 3V SUPER-SPACER '4 29A 5112 85112 GAZING BEAD,1-LTTE .32A 7W LAM LG.GLASS:11W TEAMED / (NOT OUTBOARD-AIRSPACE-118'ANNEALED-.M / USED) PJB NrERLAYER-IW ANNEALED(5118'LAMI) 32B 718'LAM LG.GLASS:,IV ANNEALED (NOT OUTBOARD-AIRSPACE-118°ANNEALED-.090 USED) PJB INTERLAYER-U8°ANNEALED(6118'LAMq PRODUCT RFMISED as rnmpiying with the Fladde 34 8�V Buitdingcndo Iga,12.14— wmeptmca No 21 35 JMEPODVERS Ex INt nUala 37 1SEITINGSLOCK 39 SLNXIND DOW 1199 By mni nde PraNlet of 40 110 NOTE: ALL EXTRUDED VINYL MANUFACTUREDLYN • • t i i l BYQUANEXBUILDING PRODUCTS,INC . • ` pg1V...... 35 • • ••• • ��•"�1ceN•sF'l��P'� •• • • • •• �t': � No.58705 see ��o L� ;,W sC 06/28/16 C NO CHANGE THIS SHEET t0707ECHNOLO(1YDRNE BOM4 EIPL&•DEDV/EVD • • �5� P4 P, J.J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE,FL 3427b I F}�J I ITOW • • • • • • • s/ ........ C� J.P.aft01/18/10 A Removed 3/4° less and beading from 80M. P.O.sox•bee U{\I\�GIJy4'�I Wn l R &wi ,lfA Ct f69�tmf• • r 4NAL E NOKOMIS,FL 34774 ® 4ri0taf�e R °e1ie Oi Vet A.LYlit41A11LLER,P.E. JJ 1t X12109 poi' FL COA 929298 F/R610 NT$ 6 d 10 6181-2 C P.E.#63705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REMOVE- REMOVEABLENAIt FIN 1.835 1.020 ABLE 1.647 FLANGE .070 1.250 +-.083 pgp .0 1.440 .065 I 1.174 .065 80 JIl- 1.410 4.000 � a FIXED MEETING RAIL FIXED MEETING RAIL REINFORCEMENT DWG#5102 DWG#5123 SASH INTERLOCK RAIL 060 O RIGID PVC O Al 6005-T6 DWG#.5105 13 RIGID PVC 1547 .080 1160- 3.250 .1803.250 ITTRAME O1 DWG#5116 .87� o601'160 .065 � .065 RIGID PVC 1.ozz .060 0 SASH INTERLOCK RAIL REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL 2'375DWG#5114 18 DWG#65137 21 DWG#65106 PHODUCrREVISEU 14 19 22a5-mplring with the M.Nda Al 6063-T6 RIGID PVC RIGID PVC Dupding Acceptance No ��Qy7 P,x lretion Dale .060 1.305 Br Mi i ede product Cady 803 +1 080 0 210 .660 •• • • • • • • •• YN 3.250 .035 • .0650 i •' i • '• �\��ON�\CEN,�4�/<<F�� BOX FRAME O DWG#5189 I.G.BEAD ROLLER TRA6K•/AAW:LNfo ••' _`uP No.58705 RIGID PVC DWG#5112 1U DWG#5138 _ DUAL PVC O RIGID PVCTEOF SC 05/29/15 RSC NO CHANGE THIS SHEET • ' EKTRUSIM C�O$S S OI' S \`,!�'•. a �� 1D70 TEGHNOLOOY DRIVE • • • • • • • i\`s••.<ORIOP,.•'G\` J.J.� 10/17111 B NO CHANGE THIS SHEET N.VENICE,134276 . SECJ t Ho oRtr lVlnc!oa brt ct46sistant J.R. 011,8110 n A A�VedwOMkimossloaVe*u$Ws,removedbeatf+ kr3f'FO as P.O.eqx 1528 ®• ��„c7,�. aw. an.e m+a a" ACENNiTIdL@R�P.E. aur e.�, NOKOMIS.FL 34274 NR67O 1:1 7 °�10 5191-2 C P.E.o ti870S J.R. 08712/08 FL cot`p292S8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF+601-70 PSF OR LESS ANCHORAGE NOTES FOR BOX FRAME: WINDOW HEIGHT(in) ®1.ANCHOR TYPES: 1-3116°ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES) 24 30 36 42 48 54 60 62 MINIMUM EDGE DISTANCE OF 1". 2-#10 SM SCREWS,GRADE5(FOR METAL AND WOOD SUBSTRATES) WINDOW ANCHOR MINIMUM EDGE DISTANCE OF SIT. WIDTH(in) LOCATION #OF ANCHORS REQUIRED(TYPE 1 OR 2) © 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. Head and Sill 2 2 2 2 2 2 2 2 6.5"MAX.FROM ALL CORNERS 24 JAMBS-16.3125"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 Head and Sill 3 3 3 3 3 1 3 3 3 OPTIONAL FLANGE. 42 6.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1&10. Jamb 2 3 3 3 4 4 5 5 Head and Sill 4 4 4 4 4 4 4 4 48 Jamb 2 3 3 3 4 4 5 5 Head and Sill 4 4 4 4 4 4 4 4 54 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 60 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 86 tuVawcr>zelnss0 Jamb 2 3 3 3 4 4 5 5 n3Camp{yingwith the Flmida nnaa+ngCoae R,,•MI Head and Sill 5 5 5 5 5 5 6 6aelrsap. u:; 72 Jamb 2 3 3 3 4 4 5 5 °y Mimi ada PIea6¢7 COti11' Head and Sill 5 5 5 5 5 5 6 6 73 Jamb 2 3 3 3 4 4 5 5 •• ••• • • • • • •• • • • • • . • • • ��`` i`�7� ON No.58705 O uL SC 08/28/15 C CHANGE MAX HEIGHT IN ANCHOR TABLE ANCHOR CAAQT • • • • `� ° 7t7 g 1070 TECHNOLOGY DRIVE • • • • • • • `.�� FCQRIOA.•''G�C J.J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE.FL 34276V.w • S `\• \ • HO Cry fflndDIY f►fl Ct�te818Iant , `1/ONAI- J. 01/18/10 A AddedaddRionalanchorinformation. P.O.eox162e a.aa4ese ea,,t .,,� u.,, NOKOMIS.FL 34274 ® p"` �7A L, 1i-1-Eft P.E. JR. W1, rte o FL coa a2e2ee HR610 NTS 8 d 10 5181-2 C jr 56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W cs #10 SCREW,SEE #10 SCREW,SEE 1 318'MIN. w 1/2'MIN.EDGE SHEET 8 FOR SPACING SHEET 8 FOR SPACING 1/4"MAX.SHIM z g 11318+MIN. + 114" REMOVEABLE 1/4T MAX. FLANGE MAX SHIM SHIM t(i L#1 0 SCREW,SEE Iml/2"MIN.EDGE 1 318"MIN. NOTE:INSTALLATION SHEET 8 FOR SPACING REMOVEABLE TO THE SUBSTRATE qcu=— FLANGEOF 1x OR 2x WOOD BUCKS TO BE REMOVEABLE FLANGE 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 1318"MIN.EMBED 3.5 KSI MIN.CONCRETE �{EDGE DIST. APPROVED MASONRY OR 1.5 KSI MIN.CMU I ANCHOR,SEE SHEET 8 n 1/4°MAX.SHIM--I ": "' ' ' FOR SPACING I� : ,e;. - ° '': •: 1 318°MIN.EMBED EDGE DISTANCE A .' --�--• MAX.X REMOVEABLE 1J4•j SHIM 0 FLANGE MAX. •.' SHIM APPROVED MASONRY ANCHOR,SEE SHEET 8 REMOVEABLE "•- . '••'• `; FOR SPACING FLANGE ':': � :,: ;a::. - 1-318°EMBED REMOVEABLE FLANGE APPROVED MASONRY '? v" ` ',° "•:' 3.5 KSI MIN.CONCRETE OR 1.5 KSI MIN.CMU ANCHOR,SEE SHEET 8 3.5 KSI IN.C ZRETE FOR SPACING OR 1.5 KSI MIN.CMU EDGE DIST. JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME PRODUCT as com..plyiPlyi REY1seu ng wild th0 Ftocide [3uilding Code THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Acceptance No 1 - ti�•1 lx BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL r:. fret+en Oae By NOTES Miami ade Ptodoct Con 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3118"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 1 318"MIN.. •• tt 1 l t 111+� 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS WAN 1 1/2• .ax 1400 B`CA E tI+TIEIRL IF UNIT ON :4/1/ CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER.INSTALLRTION•TO TWE Sil E' F WOOD ��.•`10ENSF'•�F� BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • •• • • • • ••• • Q 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM Oj y-TVG4 T4AUNRt t S.VULTUWAL•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.T E C aR SHALL No.58705 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. 411 TE O i IS tV` SC 05129/15 C NO CHANGE THIS SHEET [Fff. fIiSTALLATjb&i:TAIL•B�.1 GE FRAME %,`�'•.FLOR1a".'rj�`: 1070 TECHNOLOGY DRNE �i 1 J.IWR— 10/17/11 8 NO CHANGE THIS SHEET N.VENICE,FL 34275 1 Ho 0119 NfndovD,•UD1 •CffiasfStant 'i'Sl�1 4AL00 ` J.R. 01/18/10 ftwA No than es this sheet. P.O IS. L 34 eur n ae ^°" A LYNN MIR,RE NOKOMIS,FL 34274 J.R. 08/1Pl08 uco me FL COA#28208 HR610 1:2 8 > 10 5191-2 C P.E.tl 68700 ••• • • • • or • • • •• •• • • • •• •• ••• • • • ••• • • 1/2"MIN.EDGE 1/4"MAX.SHIM (.120")DIA.x 1 1/2"ROOFING NAIL, 1A30"MIN EMBED ©® SEE SHEET 1 1/2"MIN.EDGE FOR SPACING V 4 w m w z_ REMOVEABLE 1/q"� 1 1.567 FLANGE MAX NOTE:INSTALLATION SHIM TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY (.120")DIA.x 11/2"ROOFING NAIL, OTHERS REMOVEABLE FLANGE—/©®SEE SHEET 1 FOR SPACING JAMB W/NAIL FIN HEAD All NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 1/4" MAX. SHIM REMOVEABLE FLANGE (.120")DIA,x 1 1/2"NAIL, ©® SEE SHEET 1 FOR SPACING _ 1/2"MIN.EDGE 1.430"MIN EMBED SILL W/NAIL FIN PRODUCT REVISED as complying with the Flodda THRU NAIL FIN INTO WOOD FRAMING n�'pC1e`ria )�- Ex itntfan Data NOTES:®© Miami ade Pmtbtcl Cartrol 1• FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE(.120")DIA.x 1 1/2" ROOFING NAIL. 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2)WRE 011X THICWR • • • •• t t 1 t i GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUT:101R�Y:1A.4N4 s `\\ � LYNN 41/4e JURISDICTION. • •• • • • • ••e • �> �1�FNgC .•Fp 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/Y'THICK THE • • • s • • 2 ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SINAC.AR TS'R•IRT SHOWN IM • • •• THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. _ No.56%05 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _ _ • • . . . . =A�. 31s. s7 r.0 /U sC' 05/29116 C CHANGED ANCHOR TO.120 ROOFING NAIL 1 TA LATI®NaD5TA1LSr-I&T.e ik FRAME "�`.'• �tDrilpl'.•' ......ECHNOLOGY DRNE ZN;• %.C•5,S• .......•• r�G . J.J. 10/17/11 8 NO CHANGE THIS SHEET ""E" FL9'76ftm— : 49*1 Hordjjo118rA1ndovf, 1h -f88iStant � NAt E'01/18110 A Corrected naN le th to 2-1/2,added die.in decimal. P.O.BOX 1529 s.waa4"t eorc a a,wox A LYMJ I�I<'L 0.P.E. NOKOMIS.FL 34274 2 09N?l08 *'--ftaau PL COA#8288 HN610 1:2 10 d 10 5191-2 C P.EA 58795 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J MIAMI--DADE COUNTY,FLORIDA MIAMI-DADE PRODUCT CONTROL SECTION M DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ITER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww►v.miamidade.Qov/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"IHU710MI"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 08-00883, titled Series "2/3LT HR2710MI PVC Ha itizontal Roller LM1", sheets I through 11 of 11, dated 10/27/09, with revision D, dated p5/2.W.15, prepared by ••••;• manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-159de lcounty'Prpolrct •• Control Section Revision stamp with the Notice of Acceptance number and expiratibbod tte by the MIAlhi- 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 narAe rollpgo, c'iry; state, ••••• series, and following statement: "Miami—Dade County Product Control Apprbtred" and Ameflean Architectural Manufacturers Association Permanent Label Requirements,unless otheWAS noted herein.0 .0 •. RENEWAL of this NOA shall be considered after a renewal application has been filed apd there.118°been .• no change in the applicable building code negatively affecting the performance of this product. ... •••: TERNIINATION of this NOA will occur after the expiration date or if there has been a revision of bhadge in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1114.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-1125.03 M1AMlOADE COUNW Expiration Date: December 23,2020 Approval Date: June 11,2015 F.(191 1.5 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 08-00883, titled Series "2/3LT HR2710MI PVC Horizontal Roller LMI", sheets 1 through 11 of 11, dated 10/27/09, with revision D dated 05/20/15, 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 2/3 LT HR-271OMI PVC horizontal roller window, XX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7517, dated 10/07/13, signed and sealed by Marlin D.Brinson,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=94 3)Water Resistance Test,per FBC,TAS 202-94• 0 ...... 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS. ....2;2-94•••. . •. 5)Large Missile Impact Test per FBC,TAS 201'-M:*: 6) Cyclic Wind Pressure Loading per FBC, TASK 2D);94 ;•••• along with marked-up drawings and installation diagram of 2/3 f7lk-271 OXW'HR— ..... 2810MI PVC horizontal roller window, XX configuration, pv jpared by•Nktional 00:000 Certified Testing Laboratories,Test Reports No.NCTL-210-3638-10,• •• ••••;• NCTL-210-3638-2, NCTL-210-3638-3; NCTL-210-3641-2 &'%ML-210-3'641-3, '• dated 06/11-13/08 and 01/06/09, re-issued on 09/17/09 and revised•on 051'3J#14, all �••, signed and sealed by Gerard J.Ferrara,P.E. . ... ;••••; (Submitted under NOA No. 09-1210.06) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 Ma 2�25.03 P.E. Product Confuer NOA Expiration Date: December 23,2020 Approval Date: June 11,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). 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,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. 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. 4. '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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC--2010 and with FBC 51n 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 11/14/13, issued by 0000 manufacturer,signed and sealed by Anthony Lynn Miller,P.E. •••••• 3. Laboratory compliance letters for Test Report No. FTL-7517, i§Wd by F%Vfitration Testing Laboratory,Inc.,dated 10/07/13, signed and sealed by Mawkn la. Br1nson,J.E. •••• • 4. Proposal issued by Product Control,dated 04/30/13, signed by JahtA91 Gascon'P.E. S. Letter of Adoption of as his Own, the Work ofanother Engineer pe'r'88ution :..•:. ' 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealga:6:.AnthQpy Lynn Miller,P.E. 0.000• •.. 0666.6 (Submitted under previous NOA No. I1-1114.11) •••••• • 6. Laboratory compliance letters for Test Reports No. NCTL-210-3638-1' """ NCTL-210-3638-2, NCT1-210-3638-3, NCTL-210-3641-2 a NAL-210-3641-3, :•••• issued by National Certified Testing Laboratories, Inc., dated• 0 /11-lSZj"jnd • 01/06/09, re-issued on 09/17/09 and revised on 05/05/10, all signed and sealed by Gerard J.Ferrara,P.E. (Submitted under NOA No. 09-1210.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.11, issued to PGT Industries, Inc. for their Series "2&3LT HR-2710MI/ HR-2810MI White PVC Horizontal Roller Window - L.M.I.", approved on 02/09/12 and expiring on 12/23/15. Maduel Pih P.E. Product ControV125.03 finer NOA No. Expiration Date: December 23,2020 Approval Date: June 11,2015 E-2 REVISIONS 74 1/4" MAX. UNIT WIDTH REv DEscRronoN DATE APPRovED SEE 5 ANCHOR D ADDED GLASS TYPE D, UPDATED TO FBC 5TH ED. 05/20/15 JR CLUSTER DETAIL TYP. NOTES: HEAD & SILL 1)THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO 6„ M 12" MAX, 6" MAX COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. O.C. A 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3)GNLITS ASS UST BE GLAZED PER ASTM El 300. SEE SHEET 11 FOR APPROVED 6 1/8" MAX. 4)APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND—BORNE DEBRIS REGIONS. e" TO 5)SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM LOCK g9 1/4" WHERE SPACE OF 1/16" OR GREATER OCCURS. MAX. ALLOWABLE SHIM STACK IS 1/4". 6)ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X T _ / PANEL INSTALLATIONS. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 12 3/4" j/ 54 HEIGHT LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. WOOD BUCKS MAX. O.C. 3/4" ARE OPTIONAL, UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS (WHEN 1— USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD Lp p, BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR HEIGHT ARCHITECT OF RECORD, (AOR) 7) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCKS, USE #10 WOOD SCREW WITH 63 1/4" SUFFICIENT LENGTH TO ACHIEVE A 1-3/8" MIN. EMBEDMENT INTO SUBSTRATE WITH B MAX. 13/16" MIN. EDGE DISTANCE. 6 / UNIT 8) FOR INSTALLATION THROUGH 1X WOOD BUCKS INTO CMU/MASONRY, USE 3/16" ITW 8" TO HEIGHT TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/4" MIN. EMBEDMENT // LOCK i j/ INTO SUBSTRATE WITH 2-5/8"" MIN. EDGE DISTANCE. 9) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH �— SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST 6 1/8" MAX THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. T 5" TO INT. WEEP SLOT 10) ALL FASTENERS TO BE CORROSION RESISTANT. i 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 31 3/4" 36 1/4" PANEL WIDTH WEEP SLOTS MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN 2 7/8- MAX. D.L.O. 1.5" x .140" TYP. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: EXT. WEEP SLOT A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. 2LT PVC HORIZONTAL "MAX,— ' C. CONCRETE MASONRY UNIT, CMU — NORMAL WEIGHT AND COMPRESSIVE STRENGTH, ROLLER WINDOW 74 1/4"x 63 1/4" " FC OF MINIMUM 1.9 KSI. CONFORMS TO ASTM C90. EXTERIOR VIEW 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR GLAZINGTYPEC WOOD ANCHOR CALCULATIONS. DESIGN PRESSURE RATING IMPACTRATING 13) FRAME MATERIAL: EXTRUDED RIGID PVC .075" THICK. INSTALLATION SASH MATERIAL: EXTRUDED RIGID PVC .070" THICK. +65.0 PSF LARGEANDSMALL SANCSEE O N0TE5 7, 14) THE 2710MI SERIES USES A EITHER A PVB OR SENTRYGLAS, (SG) INTERLAYER. SEE -80.0 PSF MISSILE IMPACT 5 ANCHOR CLUSTER DETAIL ��g UNITS GLAZED WITH GLASS CONTAINING AN SG INTERLAYER WERE PREVIOUSLY WITH 11/2"SILL RISER ITEM#35 TYPICAL HEAD AND SILL 15) REFERENCE L.B. PLAS CKNOWN AS THIS, INC NOA'S FOR FLORIDA—BRONZE LAMINATE ,a%WSERIES. I k=PVC • •• ••$Bt QF GdVE4S; PGT INDUSTRIES SHEET NO. •• • ••:DFjCoPT I.W: •• 1070 TECHNOLOGY DRIVE CTRwam NOKOMIS, FL 34274 No.58705 1 ELEV®TJfi 1, .44J*0914 AMD,7IO2S: ..• R ti 2 — 5 ELEVATION AND ANCHORING uTdlneC�m 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI 0'. Lu, No ID at° ELEVATION, ANCHORING AND NOTES p` ATE S 6 BILL OF MATERIALS AND CROSS SECTIONS 7 Cj2a�S SEi TONS • •• OC '•.FCOR50P.'``� • • • • • Aim up v DRAWN: DWO NO. REV i,��iSs,• (G`��• 8 — 10 Il�jI�LATI�N DETAILS• • • i • TJH OS-00883 D 11 CpytNE AND:,WING• ETAILS••• • scALE NTS DATE 10/27/09 SHEET 1 OF 11 P.E.968y03 •• • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ar REVISIONS REV DESCRIPTION DATE APPROVED 74 1/4" MAX. UNIT WIDTH D ADDED GLASS TYPE D, UPDATED TO FBC 511-1 ED. 05/20/15 JR SEE 5 ANCHOR CLUSTER DETAIL SHEET 3 TYP. HEAD & SILL 6" MAX. 12" MAX. A 6" MAX. O.C. 6 6 1/8" MAX. j I 8" TO LOCK / 0/ HEIGHT 59 1 .// MAX.12 3/4" PANEL MAX. O.C. �— 54 3/4" 63 1 I� MAX. MAX.. I D.L.O.LOUNIT Y Y HEIGHT HEIGHT B x x j/ LOCKK / 4" MAX. 4" MAX. L // I 4" MAX. 4" MAX. 6 1/8" MAX. 5" TO WEEP SLOT 31 3/4" 2 7/8" TO MAX. D.L.O. 36 1/4" PANEL WIDTH WEEP SLOTS WEEP SLOT 1.5" x .140" TYP. INSTALLATION AT PVC HORIZONTAL ROLLER ANCHORS WINDOW 74 1/4"x 63 1/4" SEE NOTES 7,8 AND 9 EXTERIOR VIEW 5 ANCHOR CLUSTER DETAIL SHEET 1 GLAZING TYPES A AND 8 TYPICAL HEAD AND SILL DESIGN PRESSURE RATING IMPACT RATING +70.0 PSF LARGEAND SMALL -100.0 PSF MISSILE IMPACT WITH 1 1/2"SILL RISER ITEM N35 \\1 I t I+III •• ••• • • • • • •• • PGT INDUSTRIES �14�'%, • • •• • • • • • •. \GENSF c�,1f GLAZING TYFIEU • • • • ••• • 1070 TECHNOLOGY DRIVE r•' Di31GNFA�SEURE>Yi14TINO� RNPRCTAlITING PRODUCT REVISED NOKOMIS, FL No.58705 34275 x %T w complying with the Rod _ Bmldingca 65.0 PSF LARGEANDSMALL de co 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI -80.0 PSF MISSILE IMPAC + T Bxpilatl Geta TA E, ELEVATION AND ANCHORING - 30'•, 001 0 WiTil1 hX SILL RISER XEM#45 • • • ByFcoR1oP,.•' \�,: • • • • • • • Od11ct DRAWN: D1V0 NO. REV •• • • • • • • • • RA 08-00883 D ••• • ••• • ••• • scuE NTS — 10/27/09 JSHW2 OF 11 oe ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 74 1/4" MAX. UNIT WIDTH REhsloes SEE 5 ANCHOR REV DESCRIPTION DATE iaPRovEn CLUSTER DETAIL TYP. HEAD & SILL D ADDED GLASS TYPE D, UPDATED TO FOC 5TH ED. 05/20/15 .IR 6" MAX. 12" MAX. O.C. q 6 6„ MAX. 6" MAX. 12 3/4" MAX. O.C. LOCK I 0/ I o/ 4" MAX. 4" MAX. 68 1/4" 76" 4" MAX. 4" MAX. I« MAX. 72" MAX. D.L.O. MAX. UNIT X I HEIGHT PANEL HEIGHT HEIGHT B — — � - -6 — INSTALLATION ANCHORS j/ 8" TOI SEE NOTES 7, j/ 8 AND 9 LOCK 5 ANCHOR CLUSTER DETAIL SHEET 1 �— TYPICAL HEAD AND SILL 6" MAX. —� 5" TO WEEP SLOT 2 7/8" TO36 1/4" PANEL WIDTH WEEP SLOTS WEEP SLOT 31 3/4" MAX. D.L•O. 1.5" x .140" TYP. 2LT PVC HORIZONTAL ROLLER WINDOW 74 1/4"x 76" EXTERIOR VIEW GLAZING TYPE B \��I1111t11!!/ DESIGN PRESSURE RATING IMPACT RATING PGT INDUSTRIES '' +60.0 PS • . •LARGPANesHMLL r.� e '••.P ; 8by PSF.: ; At SV 14PAT 0 1070 TECHNOLOGY DRIVE >ti ' NOKOMIS, FL 34275 No.58705 WITH t RODUCfRBVISBD2 � M i . . . .. roRIplyIng doplo" ""gin 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI '•.� G :' ` tmtlonDam fy ELEVATION AND ANCHORING =.C?�•.• �T"rreOF t�.. • • • • • • • • Y DRAWN: DWG NO. REV '.•;�S n G • • • • • • • IamI ad Product TJH 08-00883 D /o). \l_ - •• • • • • • • • • A2LpmrMWenP'�. • •• • •• • • • SCALE NTS DAA 10/27/09 1 s"EE3 OF 11 P.E.a 56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVIstoNs , REV DESCRIPDON DATE APPROVED 109" MAX. O.A. WIDTH 36 1/4" ACTIVE SEE 3 ANCHOR D ADDED GLASS TYPE D, UPDATED TO FBC 57H ED. 05/20/15 JR SASH WIDTH 38 1/2- FIXED SASH WIDTH "4FH T / 32 3/8" 32 3/8" D.L.O. WIDTH D.L.O. WIDTH 6„ MAX. � 6" MAX. TYP. 12 3/. j/O. TYP CBLOCK I MAX.Y3"13'Y3 SIZE: 109"X83 59 9/16" MAX.%4-12-Y4 SIZE: 76-3/4"X 63° O.A. SASH jI 54 D.LO. HEIGHT I HEIGHT D — — 63., MAXOA HEIGHT / 8" TO 6" MAX. LOCK 5" TO WEEP SLOT 6" MAX. 13 1/4" MAX. 12" MAX. TYP. O.C. TYP.� 17" MAX. O.C. TYP. WEEP SLOTS 6" MAX. 6" MAX. T,P 1.5" x .140" TYP. 2 7/8" TO WEEP SLOT AT PVC HORIZONTAL tip ROLLER WINDOW 109"x 63" EXTERIOR VIEW INSTALLATION ANCHORS SEE NOTES 7, GLAZING TYPE 0 8 AND 9 3 ANCHOR CLUSTER DETAIL SHEET 1 DESIGN PRESSURE RATING IMPACT RATING TYPICAL HEAD AND SILL LARGE AND SMALL ±65PSF •• ••• • • klISSIV Il PACT•• .......•••. ! wITHi lA "SILL RISE ITF445. • • • • PGT INDUSTRIES 1�ceNse �F�%l • •• • • • • ••• • 1070 TECHNOLOGY DRIVE 1; • • • • • • • • • RODUCTTBVISBD NOKOMIS, FL 34275 No.58705 _ •• *00 •• • • • •• cunplylnB wlW did M dda _ -• wldlnB Cak¢ 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI 13 T S wDaw ELEVATION AND ANCHORING ' OK ST ORID • • • • • • • • 1azn1 aQePl a91 DRAWN: DW'NO. REV % 's/OVAL.tiNG�` • • • • • • • TJH 08-00883 D •• • O • • • • • • IAS.Lyrhi AlRl�i P.E. • •• • •• • ••• SME NTS DAA 10/27/09 SX-4 OF 11 P.EA 68705 ••• • ••• • ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • — --- — 130" MAX. O.A. WIDTH -- —- - REVISIONS 36 1/4" ACTIVE SEE 5 ANCHOR REv DESCRIPTION DATE APPROVED SASH WIDTH 58 3/4" FIXED SASH WIDTH CLUSTER DETAIL SHEE o JADDED GLASS TYPE D, UPDATED TO FBC 5TH ED. 05/20/15 JR 32 3/8" 5 TYP. HEAD & SILL D.L.O. WIDTH 53" D.L.O. WIDTH 6" MAX. C 6" MAX. 6. mAx- FTYP. 7 12 3/4" j/MAX. TolI O.0 TYP LOCK j/ j I 9 O.A. SASH O. SASH 63" j/ HEIGHT MAX. O.A. HEIGHT p « 54 1/4" 7 — — - - O - - - - -rx - - D.LO. HEIGHT j 8" TO 6" MAX. LOCKF TYP. 61, MAX 13 1/4" MAX / 5" TO WEEP SLOT TYP. 7 1/4. MAX. O.C. TYP. WEEP SLOTS 4" MAX O.C. TYP. 4" MAX. 2 7/8" TO 1.5" x .140" TYP. WEEP SLOT 3LT PVC HORIZONTAL 4" MAX. 4" MAX. ROLLER WINDOW 130"x 63" MAX.X3 �3'�3 SIZE. 109"x63" JF EXTERIOR VIEW MAX!14 -!12'!14 SIZE:114-1/2'X 63" MAX.CUSTOM SASH SIZE: 130'X63" INSTALLATION ANCHORS GLAZING TYPES A,BAND SEE NOTES 7, DESIGN PRESSURE RATING IMPACT RATING 8 AND 9 5 ANCHOR CLUSTER DETAIL SHEET 1 +75.0 PSF LARGE AND SMALL TYPICAL HEAD AND SRL �111 I....... •.`J"OQSF• • aMIVILEIjfsj4CT ' WI 11/2"SIL I•RISERYEAA i PGT INDUSTRIES �2°. �GENSS''• Q '�; • •• • • • • ••• • 1070 TECHNOLOGY DRIVE • • • • • • • • • ooUCrREVISRD NOKOMIS, FL 34275 587D5 •• ••• •• • • • •• w plyingw114dmFlorida '-rY: No• Rding tr 10RCe 32/3LT HR2710MI PVC HORIZONTAL ROLLER LMI lig.= 1retlonDeto" ELEVATION AND ANCHORING =-p STATE r�' • ••• • ••• • • • • • • • • • liaml ProdUtlC DRAWN' DWO NO. REV '�� "•• ��• •• • • • • • • • • TJH 08-00883A./SIONP� ••• • ••• • ••• • ScaEE NTS °A- 10/27/09 1 S" TS OF 11 P.E n 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST RENSIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 8301 FRAME HEAD LB PLASTICS INC. RIGID PVC D ADDED GLASS TYPE D. UPDATED TO FBC STH ED. 05/20/15 JR 2 8303 FRAME SILL AND JAMB LB PLASTICS INC. RIGID PVC 1 3 17 3 8343 FIN ADAPTER LB PLASTICS INC. RIGID PVC 14 13 4 VB51F34F-4 HEADER POCKET INSERT EASTERN METALS ALUMINUM 606346 2 21 6 12 28 11 16 7 27 22 29 17 5 8306 SASH HORIZ.PLAIN(HEM ONLY) LB PLASTICS INC. RIGID PVC 4 p 0 6 8305 SASH VERTICAL PLAIN LB PLASTICS INC. RIGID PVC DSu��'d 21 7 8308 SASH INTERNAL INTERLOCK LB PLASTICS INC. RIGID PVC 9 8A 18508 OUTER SASH INTERLOCK(XX) EASTERN METALS ALUMINUM 6063-T6 L�JJ n O 8B 18507 OUTER SASH INTERLOCK(XOX) EASTERN METALS ALUMINUM 6063-T6 15 INTERIOR as 9 VB51F34F-5 SASH INSERT/ANiI-BLOW OUT CUP EASTERN METALS ALUMINUM 6063-T6 26 11 8321 SASH 5/16'PLAIN BEM LB PLASTICS INC. RIGID PVC 0 12 8320 SASH 5/16'LIFT BEAD LB PLASTICS INC. RIGID PVC �� G 13 8325 SASH 7/8'PLAIN BEM LB PLASTICS INC. RIGID FVC p ❑0a O �D0 14 8324 SASH 7/e'LIFT BEM LB PLASTICS INC. RIGID PVC 28 CJD 5 o 15 ST1D07B 16GA SASH REINFORCEMENT HYGRME GALVANIZED STEEL 16 STIC078 140A SASH REINFORCEMENT HYGRADE GALVANIZED STEELINTERIOR 17 2NB-8K-018 RIGID FILLER.797' FRANK LOWE NEOPRENE EXTE OR MASONRY FLANGE 33 EXTERIOR [20 FL 1221 ROLLER TRACK EASTERN METALS ALUMINUM 6063-T6 19 18/16GCCL SCREEN CLOTH PHIFER WIRE FIBERGLASS 11 13 21 54 26 31 SHT.607E gp 24 8 19 23 3 WA2L WEEP COVER PREFERRED ENG. NYLON B ORIZONTAL CROSS SECTION N/A .187'X.280'FIN SEAL ULTRA FAB POLYPROPYLENE 6 18609 .187'X.320'FIN SEAL ULTRA FAB POLYPROPYLENE CONSTRUCTION NOTES: VB511`34F-3 SCREEN FRAME EASTERN METALS ALUMINUM 6063-T61) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID PVC LINEALS. ALL CORNERS 35 ARE MITERED AND WELDED. u 24 VB591FB5-3 SCREEN CROSS BAR EASTERN METALS ALUMINUM 6063-T6 I 2) BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE EXTRUDED RIGID 25 SIKAFLLJ(552 SIKAFLEX 552 BACKBEDDING U 21 PVC LINEALS AND UTILIZE A STEEL REINFORCING CHANNEL. ALL CORNERS ARE MITERED 26 FP-50-1608 SCREEN SPLINE PROTOTYPE PLASTIC! 65A TPE AND WELDED. 32 3) ITEM #3, FIN ADAPTER, IS ANON-STRUCTURAL ADD-ON PART. 27 SKOI-3014-G2 SASH KEEPER INTERLOCK USA ZINC 6 n� 4) MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A 28 IMPACT GLAZING SEE SHEET 10 (��7, 18 MASONRY APPLICATION FLANGE MAY BE SCORED AND REMOVED BEFORE INSTALLATION. 18 SEE INSTALLATION DETAILS SHEETS 8-10. 29 5500-000-G2 SASH LOCK INTERLOCK USA ZINC 0 5) LOCATE ITEMS #27 & #29 ® 8" FROM TOP & BOTTOM OF SASH END. 30 NCRWDH-042 TILT LATCH IFS ZINC 34 2 6) REINFORCEMENT ATTACHED WITH #8 X 3/4" SMS ® 3" FROM EACH END AND AT 10-3/4" O.C. 31 ION125UXPZ #10 x 1 1/4'PH SM SCREW ALL POINT STAINLESS STEEL 7) LOCATE ITEM #31, 3" FROM TOP & BOTTOM OF OUTER SASH INTERLOCK AND AT 32 PD42366 1-125 ROLLER IPS STAINLESS STEEL MASONRY 19-5/8" O.C. FLANGE 8) LOCATE ITEMS #33 AND #54 AT CENTER OF INTERLOCK. 33 SNB IN INTERLOCK CUP WIRCO STAINLESS STEEL 34 WEEP COVER RIGID PVC VERTICAL CROSS SECTION 35 8349 1 1/2'SILL RISER LB.PL&%CS••• RNID QVC •• PGT INDUSTRIES �a��°'or_e14 '.Zen I 50 62869/70 SUPERSPACER(5/16'&7/16' OLWCX • F PD W i i 1070 TECHNOLOGY DRIVE 51 71752K SET.BLOCK, 1/8'X 7/16'X 4' DURO +/*-C NC) NE, • •: •• RODUCTRBVGSBD NOKOMIS, FL 34275 No.56705 • •• mamptylopwRhthaViotlda ' 52 171751K SET. BLOCK, 1/8'x 1-1/16'x 4' DURO'a85 A/'S• NEOME "ld� ` S, 32/3LT HR27tOMl PVC HORIZONTAL ROLLER LMI ro WIS..o 54 76x1FPTXW TEK SNUBBER SCREW STAINLESS STEEL 11atLovDate ZO D BILL OF MATERIALS AND CROSS SECTIONS p FLORIDA-BRONZE LAMINATED & WHITE RIGID PVC EXTRUSIONS BY L.B. PLASTICS, INC, F(ONiOP•.•' ARE TO BE LABELED WITH HAMA EXTRUDER CODE, EXTRUD ETI•R•AIME, CITY, :TATt:AND : :•: AiaW ado a TJH` Dwc1 OB-00883 D s7UIVg1. ��"N ` MDCA REQUIREMENTS T� •• • • • • • • • • SCALE DATE SHEET 'A.LP.E. p1P . •• • •• • • • NTS 10 27/09 6 OF 11 P.E. 7 a sea AIL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REMSIONS REV DESCRIPTION DATE I APPROVED D ADDED GLASS TYPE D, UPDATED TO FBC 5TH ED. 05/20/15 A 1 3 17 4 33 0 9 r��F EE33 21 14 54 13 D 2 21 6 12 28 29 27 7 16 11 21 17 150 0�Q n INTERIOR 26 as ao 22 oa 28 0� 5 ODE= EXTEFNOR ❑o� U �D❑ 19 INTERIOR Q O O p�� I 11 13 I MASONRY u P3 Q pD p� FLANGE 21 26 31 EE NOTE g 86 19 23 3 SHT. 7 35 D HORIZONTAL CROSS SECTION EXTERIOR 21 CONSTRUCTION NOTES: 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID PVC LINEALS. ALL CORNERS ARE MITERED AND WELDED. 6 lloq32 2) BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE EXTRUDED RIGID PVC LINEALS AND UTILIZE A STEEL REINFORCING CHANNEL. ALL CORNERS ARE MITERED AND WELDED. 18 18 3) REM #3, FIN ADAPTER, IS A NON—STRUCTURAL ADD—ON PART. �� 4) MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION 0 FLANGE MAY BE SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 8-10. 34 2 5) LOCATE ITEMS #27 & #29 ® 8" FROM TOP & BOTTOM OF SASH END. 6) REINFORCEMENT ATTACHED WITH #8 X 3/4" SMS ® 3" FROM EACH END AND 10-3/4" O.C. MASONRY 7) LOCATE ITEM #31, 3" FROM TOP & BOTTOM OF OUTER SASH INTERLOCK AND (3) MORE EQUALLY SPACED. FLANGE 8) LOCATE ITEMS #33 AND #54 AT CENTER OF INTERLOCK. e VERTICAL CROSS SECTION �\\N (LYNN 7 .• •• PGT INDUSTRIES ' ,.,cErvsF.,•Fp k: • • •• • • • • • 1070 TECHNOLOGY DRIVE No.58705 • •• • • • • ••• • NOKOMIS, FL 34275 • • • • • • • • • PRODUCTRBVL4ED •• 090 •• • • • •• as complylulwhbl6ePblld• " Acmp gCoda a2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI �'� AecePta,uo No• %Q STA F.OF trtulon Date CROSS SECTIONS ;•'��'•.,F<oRID�.••'••:,: a . • ••• • ••• • • By DRAWN; DWo NO. R� FLORIDA—BRONZE LAMINATED & WHITE RIGID PVC E16TRIKSIONG BY L.B. PWSTIOi, INC, Mimi mle Product Con TJH 08-00883 D Illi" ARE TO BE LABELED WITH HAMA EXTRUDER CODE, OXTRUDERN NAME, CITY, STATE AND MDCA REQUIREMENTS •• • • • • • • • • swE DATE SHEET AtPE.1068T05E • •• • •• • • • NTS 10/27 09 7 OF 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE/ 2 5/8" MIN. ANCHOR LOC. IF HEAD ANCHOR LOC, IF HEAD ANCHOR LOC. IF JAMB REVI&ONS MASONRY EDGE DISTANCEREV d APPROVED SEALANT DESCRV WN DATE APPROVED BY 07HERS ANCHOR LOC. IF JAMB 9/16" MIN. EDGE DIST. "+ GLASS TYPE D, UPDATED TO FBC 5TH ED. 05/20/15 JR a Q . EMB. d. BY OTHERS MIN 1 1/4" 4 El 4, p METAL STUD CHOR ANCHOR 3-THREAD MIN. EMB. 2X BUCK BY OTHERS, o /4" MAX. 16GA MIN 2X BUCK TO BE ❑ L� 1 LOC. LOC. MIN. BEYOND PROPERLY SECURED SHIM SPACE MI OTHERS IF HEAD IF JAMB SUBSTRATE � 3/8" MIN. EDGE DIST. APPROVED SEALANTa SZ RIGID FILLER APPROVED SEALANT BY OTHERS d 1/4" MAX. v o BY OTHERS �❑ SHIM SPACE P #10 WOOD E�3❑ SHIM SPACE 1X BUCK BY SCREW o e c OTHERS, 1X RIGID FILLER r� BUCK TO BE M .0 D � c3 c= RIGID FILLER PROPERLY C� SECURED 3/16" ITW TAPCON #10 TEK (} EXTERIOR INTERIOR O OD SCREW O oU ou HEAD&JAMB n U WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION oU EXTERIOR INTERIOR HEAD SHOWN,JAMBS SIMILAR EXTERIOR INTERIOR HEAD&JAMB HEAD&JAMB METAL FRAMING FLANGE INSTALLATION CONCRETEMASONRYFLANGE INSTALLATION EXTERIOR Q �� INTERIOR HEAD SHOWN,JAMBS SIMILAR HEAD SHOWN,JAMBS SIMILAR EXTERIOR M� 6 INTERIOR EXTERIOR ooINTERIOR #10 WOOD SCREW (� ❑ ❑ APPROVED SEALANT a RIGID FILLER SCREW 10 K APPROVED I I 1/4" MAX. ❑� BY OTHERS U O 3/16" ITW TAPCON BY OTHERS p SHIM SPACE a RIGID FILLER a ❑� RIGID FILLER 1/4" MAX. 1X BUCK BY 2X BUCK BY OTHERS, � APPROVED SEALANT c �i� SHIM SPACE OTHERS, 1X 1/4" MAX 2X BUCK TO BE 1 3/8" BY OTHERS p BUCK TO BE o �� _�SHIM SPACE PROPERLY SECURED MIN. EMB. PROPERLY METAL FRAMING SECURED I_ 'L 9/16" MIN. 16GA MIN 3/8" MIN. 3-THREAD SILL f�T EDGE DIST. BY OTHERS EDGE DIST. MIN. CONCRETE/ WOOD FRAMINGOR2XBUCK FLANGE SILL BEYOND 1 1/4" Q MASONRY INSTALLATION t qV6. MIN. EMB. a �• •3.• •BY ETHERS• •• 41 METAL FRAMING FLANGE INSTALLATIO �t RATE I .: PGT INDUSTRIES t��0''.tC...... Q /`�`p 4 • •• 2 • • • ••• • 1070 TECHNOLOGY DRIVE ••• ••i •i 6.* i i ••• RODUCrREVISED NOKOMIS, FL 34275 YC' No.59701 t' 2 5/B" MIN, I wit the EDGE DISTANCE CYtiBoda aoepmnroNo S. 32/3LT HR2710MI PVC HORIZONTAL ROLLER LMI SILL • ••• • 00* • • On Data INSTALLATION DETAILS ,Nps Tr o.I CONCRETE/MASONRY FLANGE INBTAPLATI • • • DRAWN: OWO NO. p� <S'•C<ogtoP.••'G\=� •• • • • • • • • • ade oductC n • •• • •• • • • TJH 08-00883 ••• • ••• • ••• • MALE NTS DATE 10/27/D9 Is'-8 OF 11 Atc ENoy sk. AAIL ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 2 5/8" MIN. ANCHOR LOC. IF HEAD ANCHOR LOC. IF HEAD ANCHOR LOC. IF JAMB RENSIONS EDGE DISTANCE ANCHOR LOC. IF JAMB RE DEscwPrraN DATE APPROVED 9/16" MIN. EDGE DIST. 6 a a 2X BUCK BY OTHERS, 1 3/B" D ADDED GLASS TYPE D, UPDATED TO fBC 5TH ED. 05/20/15 JR 2X BUCK TO BE MIN. EMB. 1 1/4" o v d G, PROPERLY SECURED METAL STUD ANCHOR ANCHOR 1 3-THREAD MIN.. E BEYN SEALANT d SHIM"SPACE BY6OTHERS IFL LHEAD IFOC. LOJAMB C. Mt.SUBSTRAOTED BY OTHERS �D 3/8" MIN. EDGE DIST. APPROVED1/4" MAX CONCRETE/ a o RIGID FILLER c SEALANT ❑ ` SHIM SPACE MASONRY o o �°aNT �� d SHIM'PACE BY OTHERS BY OTHERS #10 WOOD �5 SCREW BY OTHERS 0 o RIGID FILLER 1X BUCK BY o�oD RIGID FILLER OTHERS, 1X 3/18" ITW TAPCON O DD #10 TEK BUCK TO BE 'I�� dUJ PROPERLY SCREW SECURED O oU EXTERIOR INTERIOR HEAP&JAMB O EXTERIOR U oD lJ INTERIOR pD WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION EXTERIOR INTERIOR HEAD SHOWN,JAMBS SIMILAR HEAD&JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD&JAMB HEAD SHOWN,JAMBS SIMILAR CONCRET&MASONRY BOX FRAME INSTALLATION EXTERIOR o� INTERIOR HEAD SHOWN,JAMBS SIMILAR p EXTERIOR � oo INTERIOR EXTERIOR o INTERIOR O #10 WOOD SCREW #10 TEK a RIGID FILLER D SCREW APPROVED I tl I SEALANT 1/4" MAX. � RIGID FILLER 3/16" ITW TAPCON BY OTHERS o SHIM SPACE D APPROVED 1/4" MAX. RIGID FILLER -� SEALANT SHIM SPACE A SERALLq T a 1/4" MAX BY OTHERS 2X BUCK BY OTHERS, 1 3/8" BY OTHERS c SHIM SPACE 2X BUCK TO BE MIN. EMB. PROPERLY SECURED METAL FRAMING �r 9/16" MIN. 16GA MIN 3/8" MIN. 3-THREAD SILL EDGE DIST. BY OTHERS EDGE DIST. BEYONN. D CONCRETE/ WOOD FRAMING OA 2X BUCK BOX FRAME SILL SUBSTRATE 1 1/4- p MASONRY INSTALLATION METAL FRAMING BOX FRAME INSTALLATION I I MIN. EMB. p v v` r.- 1 BY OTHERS Y I YNN • •%• •• PGT INDUSTRIES �N.. • . �� p • • • 1470 TECHNOLOGY DRIVEQ�� UCENSF'•<<6r'i� • •• • • • • ••• • RODUCf REVISED NOKOMIS, FL 34275 :r: ' • • 'h( MUCK WX • • • - No.58705 - 2 5/8" MIN. •• •• OTACRS IX • • •• m� 1haPieride _ EDGE DISTANCE BUCK TO BEVffi"� �•� sr 2 3LT HR271OMI PVC HORIZONTAL ROLLER LMI p PROPERLY tmUonDem / INSTALLATION DETAILS SILL SECURED CONCRETEWASONRY BOX FRAME MTALIAWQN • ••• • • Y O� E • • • • • • • • i ado Product I TRAWN: Dwc No. 08-00883 RD ';�ss.'`.<ORIDP.•�,C9•c • • • • • • • / • •• • •• • • • scA�E NTS °A 10/27/09 --9 OF 11 ••• • • • • ••• • • • • • •••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE/�\ 2 5/8- MIN. —I 9/16" MIN. EDGE DIST. D"� MASONRY / 2X BUCK BY OTriERS, BY OTHERS EDGE DISTANCE 2X BUCK TO BE I Rev DESCRIMWN DATE APPROVED Gi v PROPERLY SECURED D ADDED GLASS TYPE D. UPDATED TO FBC 5TH ED. 05/20/15 JR a � SHEATING 1 3/8" 4 a. 1 1/4" BY OTHERS MIN. EMB. ' 'Q METAL STUD 3-THREAD MIN. EMB. FIN TO BE p 3/8" MIN. MIN. BEYOND SET IN BED OF 1/4' MAX. BY OTHER EDGE DI SUBSTRATE FIN TO BE APPEALANT ROVED SSHIM SPACE SET IN BED OF �❑ FIN TO BE APPROVED SEALANT ❑ �5� o o RIGID FILLER SET IN BED OF "� SHIM SPACE ao�cu APPROVED SEALANT 1/4" MAX. 1X BUCK BY z 3 S10 WOOD a^ SHIM SPACE OTHERS, 1X om o RIGID FILLER SCREW c c BUCK TO BE El a RIGID FILLER ❑ #10 TEK PROPERLY SECURED oO 3/16" ffW TAPCON C� OD SCREW nn EXTERIOR INTERIOR {� oU HEAD&JAMB EXTERIOR oD INTERIOR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK FIN INSTALLATION HEAD SHOWN,JAMBS SIMILAR HEAD&JAMB HEAD&JAMB METAL FRAMING FIN INSTALLATION CONCRETE/MASONRYFIN INSTALLAITONHEAD SHOWN,JAMBS SIMILAR HEAD SHOWN,JAMBS SIMILAR EXTERIOR o� O oO INTERIOR EXTERIOR INTERIOR EXTERIOR oD INTERIOR J� fl #10 WOOD LLJJ SCREW #10 TEK a d SCREW 3/16 ITW TAPCON a ❑a RIGID FILLER RIGID FILLER 2X BUCK BY OTHERS, `��' SHIM SPACE D 11Ea 2X BUCK TO BE ❑ 1/4" MAX RIGID FILLER FIE PROPERLY SECURED '�� FISET NN TO BE �,^�' �SHIM SPACE FIN TO BE �� 1/4 MAX, FIN TO BE 1 3/8" APPROVED SEALANT BED OF ❑ SET IN BED OF �SHIM SPACE SET IN BED OF MIN. EMB. APPROVED SEALANT ❑ APPROVED SEALANT METAL FRAMING 3 8 MIN. 3-THREAD L SHEATING �----� 9/16" MIN. EDGE DIST. 1I M MIN EDGE DIST. CONCRETE/ BY OTHERS BY OTHERS N. 1/4„ SILL SILL BeroxD MIN. EMB.• c C d •• •••Byk OjHERs • • •SNOOD FRAMING OR 2X BUCK FIN INSTALLATION METAL FRAMING FIN INSTALLATION YPTMASONRY TE a • • • • • • • • ��` NY N � a .0 •. .. :.: •. PGT INDUSTRIES ;�`��?�°4;CENs'M�<<F��, 1X 119UCClt 1070 TECHNOLOGY DRIVE .• F 2 5/8" MIN. ••• •• CK`fg 1BE•• i i ••• p�crRBvrseu NOKOMIS, FL 34275 T No.5a7Ds EDGE DISTANCE PROPERLY ying with dm Florida n SECURED uxp>encc V 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI p x SILL �"� ••• • ••• • • IDAW INSTALLATION DETAILS =1� '. S 1S; Lr�• CONCRETFJMASONRYFIN INSTjL1TION• • • • • • =Oma. STA eor w; • • • • • • • &10 Proddci n DRAWN: DWO NO. REV ' (.�•'•.!'LORID�`, •• • • • • • • • • TJH 08-00883 D ••• •• ••• •• ••• •.• SCALE OATS SHEET 'Ar Fyhfi �•�P,:� ` NTS 10 27 09 10 OF 11 Hb S870G ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 7/8" 7/8" 7/8" REVISIONS 7/16" REV DESCRIPTION DATE APPROVED 1/8" HS 09016" 5/16" .090" S/16" .090 BU ACITE PVB SENTRYGLAS D ADDED GLASS TYPE D, UPDATED TO FBC 5TH ED. 05/20/15 JR SENTRYGLAS SENTRYGLAS 1 8" HS BY E.I. DUPONT 3/16" BY E.I. DUPONT r BY E.I. DUPONT 1/8" HS BY E.I. DUPONT / ANN 7/16" AIRSPACE 7/16" AIRSPACE 5/16" AIRSPACE 1/8" HS 1/8" HSS 1/8" TEMP 1/8" HS 1/8" TEMP 3/16" ANN 1/8" TEMP EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 183" 224" 1.5" 5/8 GLASS On 5/8 GLASS 50 5/8" GLASS 50 5/8' GLASS 50 .33" 224" BITE �J BITE BRE BITE 51 52 52 52 SIKAFLEX SIKAFLEX SIKAFLEX 2.196 2.2" SIKAF552 LEX 552 552 552 1.13° ❑ 1.4 GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED kUi-s" L 11I s" 4.455" 4.455" SASH INTERNAL LOCK O5 SASH HEADER PLAIN 1.5" RIGID PVC.07'THTHICKCK RIGID PVC.07°THICK .224" 265"--I 1.04' o oo I I� 29/64" 5/16" O O 2.2" .965 r .738" 3.06" �❑a 1 56" 3,06" a 11L 1.476" _l. I �L1� � SASH 7/8"PLAIN BEAD 16 SASH REINFORCEMENT t 1/2- F--1 2 1 8" p c13 RIGIDPVC.08'THICK O / 5 ❑ 5" 14GA GALVANIZED STEEL.079'THICK OSASHRIGDIVCA SILC1PLAIN 1.69" O FRAME HEAD O FRAMESILL AND JAMB 35 1 z •�� 14" 1/2"SILL RISER RIGID PVC.075"THICK RIGID PVC.075"THICK .3-8T4-�"-� RIGID PVC.060 THICK 2.55" 2.55" .827" .788" I O 1.395" I-- 1.395 --{1.04"�- 18 ROLLER TRACK 1.27" " I` I I� j 3 0�-J� 'ALUMINUM 6063-T6.06°THICK .738" 1.92" O .915" 78' 1.92" a 1 1- L I SASH 5/16"LIFT BEAD 15 1.295" J� 1 z Q SASH REINFORCEMENT 4= S� RIGID PVC.O6°THICK 16GA GALVANIZED STEEL.064"THICK O OUTER SASH INTERLOCK,XOX O OUTER SASH INTERLOCK,XX O SASH POCKET INSERT O HEADER POCKET INSERT gg SA 6083-T6 ALUMINUM.oe5'THICK ALUMINUM 6063-T6.08"THICK ALUA"M4fV&T6.08*TH(Cly • • •• 6063-T6ALUMINU °THICK • •. . • . .1.062" PGT INDUSTRIES o . LYNN.,llz I - • • • • • • • ..265" 1070 TECHNOLOGY DRIVE �1CeNSF'-•.F.p •828"•• ••• •• • • • •• RODUCPRBVISED NOKOMIS, FL 34275 ' wnq+lyingwF IheFto�ida �c No.58705 ;z 1.378" 198" I 797" ' .985" °OCo •� 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI - 3" '985• ... •• i. • °a� COMPONENTS AND GLAZING DETAILSt�- '-Jii • • • • • • Q'•. STATE OF 40 REV 3 SAS t7 81G/4PILLIN 14 §9SI-t7/Q LIFT BEAD 1 ua Duo TJH DRAWN: D � 08-00883 D ^ �oRIo`.`��j O FIN ADAPTER i 1 • RIGID PVC.062"THICK RIGID PVC.06"T M••: •&VEOPRE i i.1 b"*WK ••i IGM VC.06"THICK TJH DATE SHEET 0 SMENTS 10 27/09 11 OF 11 ffa�n7oa+ • •• •• • • • •• ••