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HomeMy WebLinkAboutSUBMITTED PAPERS1 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: 1� BY��St, Lucie County Building Permit ApplicationUN �5 Planning and Development Services PERMITTING Building and Code Regulation Division St. Lucie County, L 2300 Virginia Avenue, Fort Pierce FL 34982 St. Lu ,.. Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line III PROPOSED IMPROVEMENT LOCATION: III Address: Legal Description: Property Tax ID #: Site Plan Name: _ Project Name: _ Setbacks Front ilG1°lI�P1L�i►� l�S� I'/�'L�Rtatisr� Back: Right Side: Left Side: Lot No. Block No. . DETAILED DESCRIPTION OF WORK: III I' CONSTRUCTION INFORMATION: III LJHVAC L,Gas Tank Electric L'J Plumbing Total Sq. Ft of Construction: Cost of Construction: $ Piping Sprinklers .rr.r• Shutters 12Windows/Doors Generator 0 Roof S Ft. of First Floor: _ Utilities: Sewer O Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Name: i� Address: ^ Company: i n City: State: L Zip Code: U U Fax: Phone No. - Address: • 6 City: Pr`i-) m C 'I i ( Zip Code: 34Q9'U Phone No. r( rl a • off$ 3 Stater Fax: 926 -T�6- 499 - OSS 3 E-Mail:�lCL(�pS (� A Rr � , com _ Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail:OMM. In St0Y11 S@ 171 State or County License: CRI I5j 9/ 9n If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. v . SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the ermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or an9covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before _ Signature of Owner/ Lessee/Agent STATE OF FLORIDA STATE OF FLORIDA COUNTY OF SQL uC cE COUNTY OF° I F� The fo going instrument was acknowledged before me this -Kday of k"04 20ley Personally Known _V Type of Identification Commission No. Revised 07/15/2014 OR Produced 3� (Seal) The for oing instrument was acknowledgefore me this _ day of � Jl)"—' 20 JJN1by (Name (Signature of Notary Personally Known Type of Identification Commission Commission No. OR Produced Iit (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE -7 /s COMPLETE �U INITIALS PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division BUILDING PERMIT SUB -CONTRACTOR SUMMARY will be using the following sub -contractors for the (Company/Individual Name) project located at ��a`-1 9 BUJ VVt, PQ `y-,A :\ I �`li� , �i9 � � l\y , 1;-L 3y 19 V (Street ad ess or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Plumbing ' HVAC/ Mechanical Roofing Gas OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: Revised 07292014 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division "s BUH.DING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number (If appHcabte): 9c000 3o-/r2 For the project located at JkJG , /NC Sub -contractor for (Project Street Address or (Primary Contractor) have agreed to be the It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNA Business Name: Address: City/State/Zip: /lt7oi� r' 1'I. h 7?d; 370-57.5_; /AX DCvRR",VCf @ 4-tI,NE1 A2THdR E (5EJ_M YJAf 3/5-45— DATX 11 THE FORECPING INSTRUMEN WAS SIGNED BEFORE ME THIS 31) DAY OF 20 ISS BYWHO IS PERSONALLY KNOWN OR HAS PRODUCED SIGNATURE OF NOTAICY PUBLIC ' SLCPDS: 08/06/2014 AS IDENTIFICATION. ise gvl PRINT NAME OF NOTARY 'NOTARiIYOPUBLIC \�`OnQ\�M SS VON ••; d',��� " _� � VD �ber� moo•, %o•; 9FF LW8192 ;p¢� i9�•.; br �eRN °; �OQ �V• PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 1 D W b State ofFlorida Certification Number (if applicable): CFC cJ�I rJ Lo �C'1 1�0. !>I fYYi O/TIJ� A LS A O P It nm h lfYl C have agreed to be the rm h (m C. Sub -contractor for (Type of Trad (Primary Contractor) For the project located at or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDY (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED tl ek ZeYd . c oyYq 1,-3. 15 TE V �rnrr.�rrr.vnrun,a-vuna.yr vim. a �-�- � 2 / THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 3 DAY OF Ibfl�, 20_a BY Q�hp j`� 1 Id(Jt � (I A WHO IS PERSONALLY KNOWN ✓ OR HAS PRODUCED AS IDENTIFICATION. 2 � (Y " '2 Yld S W` (STAMP) SI ATURE OF NO RY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 ..... "RHONDA LAFFERTY '- MY COMMISSION # EE854297 EXPIRES January 08, 2017 9!S4.••: (60n39"153 RoMallomrySmn .com PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number; State of Florida Certification Number (If applicable): /e;Wl have agreed to be the (Company Name/Individual Name) W (Type of Trade) sub -contractor for Kt�l�fi�2 L�2Gjg>f (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual showin on the Contractor's License) ORIGREQUIRED SI ATURE PRINT NAME DAf> Business Name: Address: City/State/Zip: Phone: 77,P -22a &7 OFFICE USE ONLY: -ELLEY SFIERRI K MY COMMISSION 04 20% ,,,pIRES oc1oce rroperty UarGiT/Propc;ard/l294U4#, Site Address: 13324 NW MAPLEW( Sedrown/Renge: 26/37S/40E Map ID:4426S Zoning: PUD Ownership Morton G Thalhimer Jr(iR) 4 Paxton Rd Richmond, VA 23226-0000 Property Identification Legal Description HARBOUR RIDGE -PLAT 13- BUTTONBUSH VILLAGE UNIT 37 (OR 849-0965;3039-1333; 3163-109; 3359-1910; 3364-918) Current Values Just/Market Value: S200,600 Assessed Value: $200,600 Exemptions: $0 Taxable Value: $200,600 Taxes for this parcel: SLC Tax Collectors Office View: Building Type: HA - Grade: A - Story Height: 1 Story Bedrooms:3 Full Baths:2 Half Baths: 1 A/C r: 100r i Parcel ID: 4426-815-004 00-2 Account#: 129404 Use Type: 0100 Jurisdiction: Saint Lucie County Total Areas Flaished/Under Air (SF): ; 2,198 Gross Area (SF): 3,318 Land Size (acres): 0.27 Land Size (SF): 11,960 Building Information (1 of 1) Finished Area: 2,198 SF Gross Total Area: 3,318 SF Exterior Data Roof Cover. Clay Tile Year Built- 1993 Effective Year. 1993 No. Units: 1 Interior Data Electric: MAXIMUM Heat Type: FrcdHotAir Heat Fuel: ELEC Heated q: 100% Sketch Area Legend i Roof Structure: Hip Frame: Primary Wall:''CB Stucco SecondaryWail:' Primarylot Wall: Avg Hgt/Floor40 Primary Floors: Carpet Sprinkled % • 0% Page 1 of 3 V_ Ci. http://www.paslc.org/RECardl Aron Ftn A— DaA.nam. 3/27/201J Froperry Lars#/propt;arN129404#/propCard/129404#/propCard/129404#/proi)Card/129404#/propCard/1... Page 2 of 3 „� nacn amum acrren cumos n gn w u 00 ,b = BAS _ .iE AREA 2198 21, 239 GAA Garage Attached Average 550 0 102 OPAH Open Porch Attached High 50 0 30 PATH Patio High (Flooring over Slab-Tile,Pavers,ete) 132 0 58 SPAH Screen Porch Attached High 145 0 57 Date Feb 13,2012 Jan 20, 2012 Jan4,2010 Dec 3, 2008 Jul 6, 1993 Land Information Total Area: 11,960 SF/0.27 acres Sequence Number NumberfType of Depth for Front Feet Units I 1 Site 0 Special Features and Yard Items Type Qty Units Year Bit Drive-BrkF,av 1 720 1993 SPA -HOT TUB 1 36 1993 POOL HEATER 1 1 1993 Permits Number Date Description Amount Fee C93-01817 Apr 13, 1993 Residential New $124,824 $124,824 Construction C93-03400 Jun 23, 1993 Spa $5,000 $5,000 C93-03570 Jul 1, 1993 Enclosure $1,900 $000 Native: This does not necessarily represent all the permits for this property. Click the following link to check for additional permit data in Saint Lucie County Sale History Book/Page 3364/0918 3359/1910 3163 / 0109 3039 / 1333 0849 / 0965 Current Values Breakdown Building: $157,800 Land: $42,800 Just/Market.. $200,600 Ag Credit: $0 Mkt/Asmnt Differential: $0 Assessed: $200,600 Eaemptiun(s): $0 Taxable: $200,600 Sale Deed Grantor Price Code 0111 DE Thalhimer Jr (TR),Morton G $o 0111 DE Thalhimer Jr,Morton G $100 0130 WD Thalhimer Jr(7R),Morton G $100 01 WD ThaWimeyMorton G $100 00 WD $340,500 Current Year Values Current Year Exemption Value Breakdown Tax Grant Code Description Year Year Current Year Special Assessment Breakdown Amount Start Year AssessCode Units Description Amount 2009 2009 12 County Solid Waste $252.06 Ibis does not necessarily represent the total Special Assessements that could be charged against this property. The total amount charged for special assessments is reflected on the most current tax statement and information is available with the SLC Tax Collectoes Office M http://www.pasle.org/RECard/ - 3/27/2015 R r s F� . � � fly^ R• )f e t r, �¢ !. 4 i �,� � ,•,,, ._ R� D AUG25 n 4; , J�, t 1 —r e a k- 11 ti FFF F f,. i• ' n t o. -•-- �� etp'F 0 i r i W.S.. Syr 4;1 r t r r � +t V 4 6 t a r i r- )s � ) I ai a7 r Sender: jsjdoorsandwindows@gmail.com Sent DateTme: Tue, 18 Aug 2015 08:02:18 -0400 Received Daterrime: 2015.08.18 05:08:38 Subject: White lock Attached files: IMG0928.JPG IMG7_0926.JPG IMG_0925.JPG IM60924.JPG IMG7_0923.JPG - 1 - \1.t�Z$.i'i`�`:,°c�i'1;..;t .�N��,,i4,.aa�{t `a\+rt` i,• l.`�'} Fx�F t - tom` • iy ti 1 ti \ l y J• ` "Ja 9 �t �. •. l OF z i r _V r f Y- �? ✓� `f -, f F' �.,F� .tY 3 ` �� � ,,, :t r� a �,_, t f .� i ))) .;! �� i `� ._ i •t -. { ` tt)II C ��! l.v � �'!= ._ � % RA � �e 1 � J) e � �! 1 l)L 1.� t 1 ..a .� ^ L ! i _ " ��y [ Ar.i� �. .. fF .. _ A., �, i ' -, .�. i � � �{ � e� � } _ �_ f � .� � � �. •� �' _ a � Y � ' .b - � � i :,{ 'y ,. .; - �..� � _ a a 4 - ,. .. i � . - `r t t L� � aT, ' � .� ..� v r. _ r , i 1�, IT: -W n It O �' UAA fi1J'[�' y� �� � a2 •e 7C• M 6 �*! Vn •a. f9 TRI-COUNTY PEST MANAGEMENT DATEjvll o74r�,70/S 562 S.W. JEANNE AVENUE PORT ST. LUCIE, FL 34953 340-2235 COMMERCIAL RESIDENTIAL TIME 3•-,�65- TECH ar,S RVICE AMOUNT PAYMENT INFORMATION . AUTH. CODE 2. TOTAL 160 EXP. DATE CARD HOLDER NAME IF DIFFERENT FROM ABOVE I AGREE TO PAY THE FULL AMOUNT AUTHORIZED TO MY CREDIT AGENCY PEST CONTROL SUBTERRANEAN TERMITE QUARTERLY OTHER MONITORING AREA TREATED PRODUCT % AMOUNT USED MULCH BEDS ANT MOUNDS BASE/SOFIITS ATTIC/CRAWL INT VnInC CUSTOMER SIGNATU E TRI-COUNTY / MIAMI•DADE 1MAIVII—DADE COUNTY, FLORIDA M PRODUCT CONTROL SECTION DEPARTMENT.'OFREGULATORYAM XCONON11C RESOURCES (RER) 11805 SW 26Street,.Room= BOARD AND CODE ADNIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidnde.eov/economy 1070 Technology Drive, sty Nokomis, Fl. 34275 P SCOPE: pp ,,��,l!JJ �, ` �{ This NOA is being issued under the applicable rules and regulations ,go rnHi�lkse�'ttif OSn�Yruc on 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 ControPSection (In Miami —Dade County.) and/ or the AHJ•(in areasvther 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 AID 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 meetthe 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 "ED450"'Outswing Aluminum French Door w/ Sidelites -- L.M.L. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door &' Side Lites, hnpact",. sheets 01 through 12 of 12; dated 12/23/04, with revision. "E" dated I0/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Milier„P. E., bearing.the Miami —Dade County Product Control Section Renewal 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 writ 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change'm 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, nse, 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 because 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 doneinits 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. 11-1013:24 and consists of this page d and evidence pages.E-1, E-2, E-3'and E-4, as well as approval document mentioned' above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. y� NOA No.14-1117.05 MIAMI•DADE COUNTY J,�sRst Expiralion.Date: Februnry24,2020 Approval Date: February 19; 2015 Pagel PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOANo. 09 1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer; signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.24) B. TESTS 1. Test repoils 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 along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7116" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted underpreviousNOANo. 09-1028.10) 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 aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under. previous NOA No. 05-0419.03) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC; TAS 203-94 4). Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94. along with marked -up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing. Laboratory, Inc., Test Report No. FTL-4527; dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Subrrritted raiderpreviousNOANo. 05-0419.03) Jahne D. Gascon, p. E, Product Control Section Supervisor NOA No.14--1117.05 Expiration Date: 1rebruary24, 2020 Approval Date: February 19, 2015 E-1 PGT Industries B. TESTS (coivTINUED) 4. 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 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submilted under previors NOA No. 05-0419.03) S. Test reports on: 1) Large Missile Impact Test per FBC, TAS. 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02114/05, F171-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"312, dated 09/13104, signed and sealed byEdmundo J. Largaespada, P. E. (Subinilled under previous NOA No. 05-0419.03) C. CALCULATIONS, 1. Anchor verification calculations and structural analysis, complying with FBC 5t' Edition 2010, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1._ Notice of Acceptance No.14-0916.10 issued to Kuraray Amet-ica, Inc. for their "Kuraray PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued twEastman Chemical Company'(4A)- for their "Saflex CP - Saflex and 'Saflec HP ComI)bsite Glass Intcrlayers with PET Core" dated 06/19/14, expiring on 12/11/18. Jaime A Gaston,�l . E. Product'Control Section Supervisor NOA No.14-1117.05 Expiration Date: February 24, 2020 Approval Date: Februnryl%2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNwi=) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and complying with FBC 5" Edition (2014), issued by manufacturer, dated 11/,06/14, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 'and filed by Ken Detzner, Secretary of State. 4. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submilled raider previous NOA No. 11 1013.24) 5. Statement letter of no fmancial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submilled under previous NOA No. 11-1013.24) 6. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27001 of the Florida Administrative Code, notifying original engineer that the successor engineers assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.24) 7. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Stibtirilled ttitder previous NOA No. 09 1028.10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Stibntilled ruder previous NOA No. 09-1028.10) Jaime D. Gascon, ROE. Product Control Section Supervisor NOA No.14-111105 Expiration Date: February.24, 2020 Approval Date: February 19,2015 E-3 PGT Industries F. STATEMENTS (CONTINUED) 9. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FTL4530, dated 02/14105, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc.; all signed and sealed by Edmundo J. Largaespada, P. E. (Subatiffed under previous NOA No. 05-0419.03) G. OTHERS' 1. Notice of Acceptance No.11-1013.24, issued to PGT Industries for their Series "FD- 750" Outs -wing Aluminum French Door w/Sidelites — L.M.L, approved on 11/24/11 and expiring on 02/24/15. Jaime D. Gascon, P. F Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February24,2020 Approval Dale: February 19, 2015 E-4 GLAZB400PTIONSI A. 7/10'LAMICONSISTING OF(1)LITE OF:3AWANNEALED GLASS AND (1)LITE OF 3/16' HEAT STRENGTHENED GLASS WITHAN.090 PVB INTERLAYER OF DUPONT SUTACITE OR' SAFLEIONEEPSAFE MAXIMUM. S. 7/1 V LAMI CONSISTING OF LRES OF 3118• HEAT STRENGTHENEOCIASSWITH AN.090 PVB INIERLAYER OF DUPONT SMOTE OR SAFLEXMEEPSAFE'MAXIMUM. C. 71_ 18'LAMI CONSISTING OF(1) LITE OFMW ANREALED GLASS AND (1) U4.0F 3/1W HEAT STRENGTHENED GLASS WITH AN.078 VANCEVA INTERLAYER. F. 718'LAW I.G. CONSISTING AN.076 VANCEVA:INTERLAYER AIR SPACE AND III T/18' LAMI CLASS ASSEMBLY INSIDE (2416-A.090 PVB, 3/16' HS) GLASS ASSEMBLY INSIDE'43M6' HS,.090 PVB, 3MW HS} G.MI. CONSISTING OF(1)LITE OF SN6•TEMPERED GLASS OUTSIDE] 110 AIR SPACEAND(1)7NB" LAW GLASS ASSEMBLYINSIOE ( 18'A,.OTIIVANCEVA,3N8'HS} H. IGCONSISTINGOF(1)LITE OF 3NB• TEMPEREDGLASS OUTSIDE, 1/4'AIR'SPACE AND (1)7/18•LAMI GLASS ASSEMBLY INSIDE (3N ' HS,.O 6 VANpEVA, 3R8'HS). 2. DESIGNPRESSURES:TAsi.E 1, SHEET3. � . E A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE GLASS TABLES ASTM E13OD-OZ B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E13MZ FODYDCTRRYAIP1n Nwwwes IYM' THE 33103% STRESS INCREASE WS NOT BEEN USEDIN THEDESIG4 OF THIS PRODUCT. FORANCHORAGE REQUIREMENTS SEESHEETS B THRU 11. SEALED WDH CLEARCOLOREDSEALANT. VERRCALABSEMBLY BEAM BEAMS SEAIYDON THE FTL 462B; FTL•4620,FTL-4630, FTL4921 AND FTL-6941. CT HAS BEEN DESIGNED'& TESTEDTO COMPLY WITHTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ZONE(HVWZ. I. PX iv1.Vw. LD Rroamoomeowroe PgPyrn IU til •,� •••' •• „ •.•,.•�•'" • A.'Y FUL 1 a 1P 8000.11 E FLP.Ep 3B105 G 16- NOM. 3tIS'ANNEAIED OR HEAT STRENGTHENED GLASS .090' DUPONT BUTAGTE OR SAFLEXAKEEP8AFE MAXIMUMPVBlNlERLAYER 3110'HEAT STRENGTHENED GLASS EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7116" LAMI GLASS Wl PVB INTERLAYER 7/0' NOM. Ir 3R8'ANNEALED OR HEAT STRENGTHENEDOLASS .076'VANCEVA INTERLAYER -3/18' HEAT STRENGTHENED GLASS -€XJERIOR -II V \II INTERIOR GLAZING. GLAZING DETAIL SETTING BLOCK 7/1611LAW GLASS W/VANCEVAINTERLAYER -+I 7/8'NOM. I+—' 3116-TEMPERED GLASS AIR SPACE 3/10'ANNEALED OR HEAT 3/15'TEMPERED GLASS AIRSPACE MW ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090' DUPONT SUTACITE OR SOFLW KEEPSAPE MAXIMUM PVB WTERLAYER ,076 VANCEVA INTERLAYER 3N0'HEATSTRENGTHENEDGLASS S/10'HEAT STRENGTHENS EXTERIOR INTERIOR GLAZING DETAIL SETTINGBLOCK 7/6" LAMI I.G. GLASS W1 PVB INTERLAYER EXTERIOR INTERIOR GLAZING DETAIL ' SETTING BLOCK 7/8' LAMI I.G. GLASS W/ VANCEVA INTERLAYER f "uL4RXVWu _ EegHWOMIhIMMerM na M�WOoM U '_jp"�afrsdla "'--IMaWMCOxu6vEEr pp, iyq L.I ALVM. Yf<CrvIiHYUUf<'6 JIUt LI7tl5 IMI'ROT "'Ei "1VNn `�.� �+w ImXalt rna �+.r R. A. L1/111+hMUEH, PE F.K. f7R8m1 L. p6Vfla18 pwsf FUL P •12 B800A1 E FLPEA 0708 ' Table 1. Maximum D6sign Pressures (psf) OVERHAN 'Allowed Haight (in) LENGTH OVERHANG Configuration Width HEIGHT L 1.1 WG THE OPTIONAL LOWAISE SILL (PART 10. SHEETOOF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM} IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO+50.0 PSF FOR ALL STYLES AND SIZES OF THE D06R ANDANY ADJOINING SIDELITES, (REF. M,5041) P+IdYV4Y4�YMnnhL A.q,°mw 15 Table 1s: Glass o and Test R ortNum er - 7/to- MI( 1 "A,. 0 PV 18' ) - M-4311, 431 , 431 S -7H6° LAM[ (3H8"H8,.090 PVS, 3116"HS) UPGRADE FTL-4311, 4312, 4315 C-7/18° LAMI (3/16"A,.D75 VANCEVA, 3/1S'H6) FTL-4527, 4528,.4520. 4530 D-7116° LAMI (WIS"HS,.076 VANCEVA, 3116°HS) UPGRADE FTL�4527, 4528, 4529, 4530 ' E - 7/0" LAMI'LG. (3/18°i, 1/4" AIR SPACE, 3N6"A,.090 PVS, 3/19"HS) FTL4311, 431Z 4315 0nucraesea'eo F -7/e° LAN11 I•t3. ($116'°T, 1/4' AIR 9PACE, 3r18°HE,.09D PVS, 3/18"H9) . UPGRADE F7L-0371, 4912, 4916 mmgrVe+'10m.naa. admr =.�_ 0 0 -7/8" LAM] I.G. (3N8"T, 1/4° AIRSPACE, 3/18A,.075 VANCEVA, 3N6"HS) FTLd527, 4528, 4529, 4530 H-718P LAMI LG. (3116°T, 1/4" AIRSPACE, 311vi-is, 78 VANCEVA, 3116"HS) UPGRADE FT--4527, 4628, 4629, 4630 IeMD m^� LYNN k1llpp'��. *� No.60105 Rs rmue a Va suearmururrxom GN PRESSURES ,pL� �toalv?:•� G`: �a'L`•S •...,.•.,.. �;�• LLLI' i, P.E. xa wesw P ¢ Iemtrvmiouvoxrva xomrq.,n.dum pA 1em . FRENCHOOOR&SIDELITE'S IMPACT°•+•,• gAf xa dvmo P ,wwr+wmrd4rwu�er FJr. IYSJN/ L.T. 4SmS NTS 3 +12 - 0000.H E FLP.E.468r06 (In) .Olasa T'7Pea 793/4"(8�) 93314"(7D) 87314" 913/M1" 96314"(BD) . French A,E +70.0 -80:0 +70.0 •00.0 +70.0 ' 410.0 +70.0 •80,0 +70.0 •80.0 C,G +100.0 -100.0 +100:0 -100.0 +100:0 -100.0 +100.0 -100.0 +100.0 -100.0 Door )OC 71 3/a" (64) q,6 +70:0 -80.0 q0,0 430.0 +70:0 4f0.0 +70,0 -80,0 +70.0 •50.0 C,G +100.0 -100.0 +105.0 -000.0 +100.0 -000.0 *t00.D -100:0 +100.0 -000.0 FOII Jemb 38 11/16" AE +70.0 4]0.0 +70.0 4lD.0 *70.0 4]0.0 +70.0' 4)D:0 +70.0 430:0 - C;0 +100.0 -100.0 +100.0 •100.0 +100,0 -100.0 +100.0 -100.0 +100.0 •100.0 3o1v1s" c,G +1oo.D -loan +100.0 -100.0 +1ao.0 -100.0 +too.o -100.0 +1w.o •100:0 eldDllte NeGow 3311115" C,G +100.0 •100.0 +100.0 -f00.0 +100.0 -100.0 +100.0 •100.0 +g7.4 •97.4 - Jamb 39 71/1S' A. S, E. F +70:0 -80.0 +70.0 -80,0 �N0,0 -80,0 +70.0 •BD.O +70,0 �� �80,0 C,G +100.0 -100.0 +99.5 -89.9 +96.3 +J5.3 +g1.4 •91.4 � +87.0 4)Z9 D,H +100.0 -000,0 +100.0 -1D0:0 +100.0 -000.0 +1b0,0 .-100.0 +100.0 -t00.0 1•�--7313116•M4%.WIDTH- +---110510•MAXMDTH�14SM'MAXWDTH� i 96 /� M HEIGHT A ILA I Li R O OXO OXXO(SHOWING EACH VERSION SIDELITE 37• 3611/18• {.. 3511/16. MAX. WIDTH 26'MAX: H7'1514' MAX WIDTH MAX. WIDTH 1 MAX WIDTH DLO ALL 26• I 333/16• iw,;uOR w UNITS MAX. DLO DLO wMeebYFwu 111'rbm. SIR 1.� S i M X OLO J� 1 OUCTASN6WLTl i.IDe Cmtrvl 111111 `P` Y LYNN by ,qr NOTES, x XX O (FULL JAMB) O (NARROW JAMB) 1. CONFIGURATIONSWNTH SIDE LRES CAN BE EITHER NARROWJAMBOR FULL JAMB VERSION. _ W. 3BT05 R. FORANCHOR SPACING ANODE DETAILS SEE SHEETS 9THROUGH II. = 3. FORVERTICALSECTIONSSEE SHEET SAND FOR HORIZONTAL SECTIONS SEE SHEET 6. 7e II)II ! � sc tMtm a TOBWlf3i °• •i�•••. BTNE OF OW/ o IaoTa wnwraave EXAMPLE ELEVATIONS �O eLOTO�; •'G�' ,� Fv�w ewrmenceaen ar�� ACUM.FRENCHDOOR &SIDE LITES IMPACT xalmugaeuu A. LffSIJL16Lpd,P.E. FX t l:. aam mTw NTS 4 w 12 �8076.11 E FL P•E.65870 , VERTICAL SECTION A VERTICAL SECTION B NARROW AND FULL 1 OUTSWING HEAD 1 JAMB SIDE LITE HEAD B1 g. q oR 7 23 5 5 ORIGINALVERSION TOP RAIL B B 21 ALTERNATE VERSIONTOP RAIL G 0 ' - MAM DLO - MAX. ULO FM /YBBVLTNFIfaxa .4WlsenlfAfe. fwwa XT� ERIOR INTERIOR EXTERIOR INTERIOR A�4cgcooCC�l� •. w S MAX. ' HEIOM.,-/ mix HEIGHT ' ORIGIkALVERBION BOTTOM RAIL 22 � 58 ' N.TERMATEVERSIONBOTTOMRNL �uctBeNmveB �� »Iea.nmk. 5 2 .. � 5 1 1Q - Mi B ml (� 3 T 23 oR 24 Gunn ��• y LTNN .,^ VERTICAL SECTION C VERTICAL SECTION D l uGENSF••. ^^^ NARROW AND FULL OUTSWING SILL JAMB SIDE LITE SILL IO II /JC )A! mW :.'��� O'. 'BTAT Aa f B R£N6 iBNJNY 1PRVM0/OR6VPu[IXxeHWt I /nx ronTcaa<vnorxwvx VERI7CAC SEC770NS '''•�`Sy'••..••..•• owxrc o AO^"m^ xoroeuansuta naeprfaxa ALUM. FRENCH DIJOR6 SID CITES IMPACT ViG.� '��T�UNAI.IE�.. Fx. fn/1sm1 Li. DO AbT¢uartalnn �• i"+ _+� f;QO 1/2 6 • 17 660041 E ALYF11G MiI��R, P.E. FLP.E:OU?M OXXO HORIZONTAL SECTION SHOWING (13 OF EACH SIDE LITE TYPE e i 63 S2 28 106 20- 8EENOTE 81 1 82 2p 1 6 5 29 N07E:ASSEMBLYKVWWAREQTY(3).11- 80 FROM TOP B BOTrOM AND ONE AT MSIBPAN DETAIL J 30 20 5 . 46 SLAB AT. 1NTMOR 28 GLASS BED 1 88 27 �j l/�m�@/uyrGrxav(acp j\II/L �Yy 4ttuN DETAIL G STILES AT ASTRAGAL' DETAIL F a. " FULL JAMB SIDE LITE 6 82 81 BEENOTE USEE (AT HINGE JAMB) ROR 5 1 20 106 � 8 DUCtiGx MD 30 27 7802B 83 70 70 `J C40H kut(o, 1 DETAIL E DETAIL I : �• DETAIL H DETAIL K JAMB; FULL JAMB JAMB, NARROW% NaeeiDs `* NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB 91DE LITE JAMB SIDE LITE,3 (AT HINGE JAMB) (NOT SHOWN ABOVE) ex rbua P xaDxawe HORIZONTAL SECTION DETAIS :A •• a(A1EDF';`2 romrzveappruwa 10 +x maa - iw rwa •. ... namausnwte.. •, �.• „�„ a xooPHuerasmdar a e ALUM. FRENCH DOOR851DE�ITES IMPACT .'oNUJVIUIXP.•` A IR P.E.I..0 PE FJL ?/119a Li FM50 12 B • 11 B000�11 E FL P.E.BbBT05 N750DOORa FD750 FULL JAMB IDEL ' .. reiy'rsmocT�ARVaJII.W Rr�IRRIRiiYSMw AeU(bmxe Gel PRwUCTPkTiOV/eA. PIVDYIMIItbINW gadt,,C 2/. Ae�WYY ND l O Dm MIemID PoduY IIII Itli `�: vY.. • bl<6ER ,to .;file " •. * �'. P a i _ No.0g70 IIPAS BlVnl B G N PC18QNT eWNRPARm I WPa PMMH.H&De NBXd MB ®q6 ] WNA BIRd mfflm MD111 ] N091D. 6WDW 1 P ! 6 •-•M •MIT M. M W&JTN TRIP 9IXNVOJ VU 6®W A Te ftOW - - MNHA BNBLV6tlILW N%1•Wt ISIPOA A e L la a W v NM ! IIL IAMHWfl1 M I I D JI WII 10PM PAtxDRW BMI NOW aDIb n wl! ®RWDW'I =3 ] aw® awn N MID a 6W1a _.I — w Nxlm A tN.5LTW8 WDIs pB IB awxi 6014 n w u7e MIS mim ] wI D.Ix a IAu,lw• 6PB! w - 1 InxYd•iA ex0 •- N MM I pll 9ADDS -- su 1Dom.Art n D v' WINM R N13]N ABXIA 9 w' aCALWaN%Y 8lPHULPRNB AX 1 T VA • ! A BDLT9 W/AIM VA• MID s,lowt=mw ODD N 8 T 6 B6@LWPDXYVG8IH Te1W 7W! - ATA GLA 1 W!I 1 N flL a 76 TAa1MQU. ACf NPl(® W1118WI N 1 a TO 9 XW a9PHI1Ll0.N0 1 XI AI 0.AQV N FH I613PP1% W M XB TI@ADAw1L w Iss xu Az !I TB ID.898XVSPXIWIND91411Ip11 'IB%1 PNV w I CIlYO M6H1'AeNU A DA I sDr As N S arA arPJ9.PA IwIDGozYa Aaxu WIN I mm OBafnrm MINA W wxa DBIiOMGtt DmIXD WDIIA efY rD78W • W7umnP.VAAmrteb u. APARTS RTS LIST ' O •. .F?,••'.` :/.�SSICNp�' aT� /r YoA a LFt. P.ED0W" v.e FL P.E.D W705 x @ IoxromeN laW7anm,7%B@YGAD AawW,w.lYxla rme rem a`'1]'I ALUM. FRENCH OOORSSIDELITES IMPACT tN Pr ADWeNe+ex� A:K. ±"rnrol a:r. iiam I 7- Fm6D T P..Yr .. NA 7 •7z eopaii E 5 I1E tDT9 OW DMWIIPnBN Cm I W06 P MB-NG W IAMB 6w16 1 NW DMPGP 68RDI DIlBI WOn ] 6WA RD7A 1000 002 L #8000 6063-TB O FRAME, HEAD. JAMB AND SIDELITE SILL r-3.016 _m—. ,:033 4.02 50 ISO � OO OUT -SWING SILL O OS SILL COVER, O4 #BDRIP CAP 008 5 OB SCREW COVER 4 .074 2MO rl3.990--+--"'I .0 QINSTTALLOPLATE 10 OUT -SWING LOW SILL p0 #80 STILE II( .075 11.930. D E-100 3. 1 �' 167 i - amo 4 114 22 #8013 6063-T6 #8014 6063-T5 BOTTOM RAIL 21. TOP RAIL #8013A 6063-TB- @BOTTOM RAIL, LAG BOLT DESIGN I'L076 1A30 T I .q 7 - 4.434�1 —II. #8014A 6083•TS: 55 TOP RAIL, LAG BOLT DESIGN P.Qo a19➢ 23 #8017-6063-T5 TOP SWEEP &240 :7W I 24 #8016 6063-T5 BOTTOM SWEEP 0,0 I jjjjl�-2.544 ���0 26 #80156063-TS ASTRAGAL ryODSMDYV1i1'D 7y��Y IM11i qyl,/IrMY - ,J xD.59705 .US 27 #8021B 6063-T6 GEAR HINGE, JAMB .438 7L O50 II i 2.BU--"'1 61 #8028 6063-T5 SL HEAD TRIM 046 742 !- .363 072. 28 #8020A 6063-T6 GEAR HINGE, COVER �1r—�3.ns1—��112 .1 xfi—+ A Ifi #8056.6063-T4 OB4 SUBSILL•, OPTIONAL 1.188 j� :S 346 #6022 6063-T5 #8026A6063-T5 BACKBEAD 10 SLBACKBEAD ��us I c- '1 � ai 1.783 29 #8018 6063-T5 HINGE, BACK-UP 075 i�---2A3B---I 30 48019A 6063-TB GEAR HINGE; DOOR A82'`` 1 II1 1�-3.838�' y 70 #8010 6063-T6 NARROW SL JAMB 760 ii —045 B7B t — 10 #8023A 6063-T5 7/16" BEAD P.61 IfA N 2WN J_ 040 43) B57 #8024A 6063-T5 I.G. BEAD m1ta I+ta1x--I .tOB 1'!00 37 #80396063-T6 TRUSS CLAMP .12613151 #8033B-6105-T5 80 FD ABB Y BEAM r-2313-1 62 #80�9-:.00 T5 SL JAMB TRIM " 12 ,wuu m +.ow mtt- 0 15 4M iW. No.56705 11" 11' 3-MIN. HEADS3ILL 11° 3•Mli`L HFAD SSILL 11• ATYP. ANCHOR. —T ATYP. ANCHOR CLUSTER I CLUSTER 10.611" QYPIC L) (TYPICAL) MAX, MAX. MAX. ` OC. JAMB OC. CHORS 18.6D0' JANO py ® NC 6 18.600' e n �® HT. QTY. MAX OTY. - H . OTY. MAX. 95314'•(6) D.C. 95314'-(S) 95314'-(0) OC ® A 86314'-(S) 91314--(6) 81314'.(8) -T 91314'-(6) (2)EQ. (3)EQ. 913/4--(8) 37814•-(5) S73'4`-(S) 873/4'-(6) SP. TYP. SP.TYP. 87314•-(8) 83ffi4'-(6) 833J4"•(7) 83314'-(6) B33/4'-(7J 79374--(6) 1S• IB3/4'-(7) 1P iB 3/4'-(6) - 11• �. 783%4'•(7J 11" 4 A_ (CONCRETE) A DETAIL, D (WOOD A DETAIL C (CO NORE TE)�SEE NOTE 6 A DETAIL D (WOOD) SINGLE PANEL) (SINGLE PANEL REGARDING (YORMOREPANELSj ael3lcaBLNY (20RMORE PANELS) NCHORTYPES: ANCHOR TYPES: ANCNORTYPES: OF ENCIRCLED ANCHOR'TYPES: f 1 OR Y 2 OR 3 10 Y AI4OHOR Y OR3 I ANCHORAGE SPACING REQUIREMENTS:ar 1. DETAILS RAND 8 ABOVE REPRESENT ANCHORING OF SINGLE %DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULLORNARROW WIDTH JAMBS. DETAUCANDD ABOVEREPRESENTANCHORING OF ANY MIXE %DO MIXTURE OFDOUBLE XX DOORS, SINGLORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE 4,� -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILSATHROUGH DARE MAXIMUMS. 2. ANCHOR TYPES:1.1)4-ELCO ULTRACON 2'-1T4' ELCO SS4 CRETE-FLF-X 3-#12 STEELSCREW (G5) L CONCRETE_ SUBSTRATE USE TYPE I AT 1318-MIN. EMBEDMENT ORTYPE 2 AT 1314- EMBEDMENT. 13/4'MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE -USE TYPE 2OR TYPE 3 AT 1 31S' MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETALA, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL-6-MAX.,FROM FRAME CORNERS. - YIlW1Mf e9n91YSn JAMBS..—........._:11' MAY. FROM FRAME CORNERS, 18.60W MAX. O,C.CONCRETE SUBSTRATE (DETAILA)AND 10.571• MAX. O.C. WOOD SUBSTRATE (DETAIL B1 roapUlnDtlOre'6nB• 4. ememeole. .YnpWwNe 4' TWO OR MORE PANEL CONFIGURATIONS: (DETAILC, CONCRETE SUBSTRATE) ' / HEADANDSILL.....6'MAX. FROM FRAME CORNERS, AND AT 3•AND 6-MAX, ON EACH SIDE'OFASSEMBCY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). Mlnm Dehplo JAMBIS... 11° MAX. FROM FRAME CORNERS AND 183GD'MAX O.C. 6. TWO OR MORE PANELCONFIGURATIONS:(DETAIL D, WOOD SUBSTRATE) 11UIIII HEADAND SILL-S•MAX. FROM FRAME CORNERS, AND AT 31, 858'AND 12-MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDARASTRAGAL LOCATIONS (CLUSTER 01`8). ENCIRCLEDANCHORS OUTSIDE ��, 'G...... PLUS CLUSTERS, REQUIRED ONLY ON PANELWIDTHS OVER273/4'. JAMBS— ..... _....... 11'MAX FROM FRAME CORNERS AND 10,671'MAX O.C. SB700* 4o 11111 A= va 4 4 x n1wsn mm 1 114 1 f0 a f2' A CONCREEEANCHOR TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) CON('kETE ANCHOR. SEE IN MIAMAC 2. FORWOODAPPLICATI 3. WOOD SUCKS DEP10TE DEPICTED A82iARE E AUOIORRYHAVINO4f1 4. FORATI'ACHMEITTO, E E5 CONCRETE ANCHOR SEENOTEI EMBED. SEE NOTE WOODANCHOR.. lie A SEENOTE2 OR 7/4'MA)L NO' GROUTSEE SEE NOTE6� OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL (SUBSILLTO'CONCRETE) ® (DIRECT TO WOOD) GjEXTERIOR INTERIOR E:>: (ALL HEADS SILL SECTIONS) NOTE T L WOOD 1 SEE NOTE ACONCRVMANCHORSEE NOTE I -I TYPICAL DOOR & SIDE LIIE HEAD OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) 1/4' $84 CRETEPLEX. MIN. DISTANCE O SOLID CONCRETE WOODBUCKS Nm SOMS G]EXTERIORINTERIOR (ALL SILL SECTIONS) CONCRETE AANCHOR' 114-MAX SEENOTE 1, SHEET �HMHED.1 'T,Y; !Pj. y'%41isi Mi 9HeHT 11' is Z�SP,:Ja:: 1,.•. \st .l i•Y TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR Jv� 3.4 KSIM CONCRE 1N' M CONCRETE ANCHOR, SEE NOTE 1. SHEET 11 1/4' MAX T OPTIONALIDOOR SILL (SUBSILL T6CONCRETE) n CONCRETE ANCHOR SEE NOTE 1, SHEET II A WOWpA ® WOODAMOHOR, 6EH NOTP.Q 6HEHT ti� SEH NOTE WEE I,T II 114' MAX 114° MAX. GROUT A BEE -� GROUT, SEENOTE NOTE S. 5, SHEET 11 SHEET 1 1 ®13V MIN. sc[mhl.o= _. TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO WOOD) (SUBSILL TO WOOD) TYPICAL DOOR & SIDE LITE JAMB raonueraavutu Y'w�ibW�iN Yrlilw �40oa� � 15 N.. 511705 ^'"^"" NPP\.N0.BURQYftIHa1On� .v. .. .a •5r0,5w0.1n1 , : IOE. E FLIP. KMX IJ O114 12-12 MI®M MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 2601 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATIONDIVISION T (786) 315 2590, F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) wMallamidgde.goylpern 1070 Technology Drive Nokomis, FL 34275 ' . SCOPE: pp!�,j This NOA is being issued under the applicable rules and regulations gov niil e'usQ rt! ion materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 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. PERA 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 11SH-70011 Aluminum Single Hung Window —UYLL APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, ImpacV, sheets 1 through I of 11, dated 09/0W005, with revision "D11 dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami —Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wards Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-I, lr2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 Expiration Date: March 26, 2016 J� t11 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, 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, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL -5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. . . (Submitted under previous NOA No.07-0322.06) 3. Test reports on:l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 4649 and FTL-4723, dated 10105 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) t Jaime D. Gasco: , P. E. Product Control Section Supervisor NOA No. 114013,14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmmido Largaespada, P. E. (Submitted under previous NOA No.05-1018, 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmumdo targaespada, P, E. (Submitted under previous NOA No. 05-1018. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-,2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P, E. .:... . Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc, for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. -46-2y,�- Jaime D. Gascoo P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL 4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL,4650, FTL--4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10105, all signed and sealed by Edmimdo Largaespada, P, E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. lt.c Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 Pk GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAIDNG OPTIONS: (SEE DETAILS ON SHEET 2) A 5116' LAMI CONSISTING OF (2) LTES OF IV ANNEALED GLASS WITH A.090 DUPONT BUTACTE OR SAFLSOOEPSAFE MAXIMUM PVB INTERLAYER S WV LAMI CONSISTING OF (1) LGE OF IAA ANNEALED GLASS AHD(1) LIM OF IV HEAT STRENGTHENED GLASS W,TH A.000 DUPONT BUTACJTE OR SAFLEXAO SAFE MAXIMUM PVB INTERIAYER. C. 6RV LAM CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH AN.OSD DUPONT BUTACDE OR SAFIEMKEEPSAFE MAXIMUM PVB INIERIAYER. D.TAW LAW CONSISTING OF(2)LIM OFWlB' ANNEALED GLASS WITH AN.000 DUPONT BUTACTE OR BAFLEX/I(EEPSAFEh IMUM PVB INTERLAYER E. 710' LAMI CONSISTING OF (1) LITE OF 3/IC ANNEALED GLASS AND (1) UTE OF 3110° HEAT STRENGTHENED GLASS WITH AN.D80 DUPONT BUTACITE OR SAFLEXMEEPGAPE MAXIMUM PVB. F. 7110' LAMP CONSISTING OF (2) LITES OF SAS' HEAT STRENGTHENED GLASS WITH AN AW DUPONT BUTACRE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTEF3AYER. G. 13M9'LAM] IG: (1) LITE OF IV TEMPERED GLASS, AN AIR SPACE AND WV LAW CONSISTING OF (2) LRES OF 1f8' ANNEALED GLASS WITH A .000 DUPONT BUTAGTE OR SAFIET4%EEPSAFE MAXIMUM PVB INTERLAYFA 0 H. ISMS' LAMI IS: 0)LITE OF IN TEMPERED GLASS, AN AIR SPACE AND 618' LAM) COMIS71NO OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE OF IV HEAT STRENOTHENEDUTASS WITH A.OBD DUPONT BUTACITE OR SAFLFIVIIQEEPSAFE MAXIMUM PVB INIEFIAYER. 1. 1 SMV LAM I0:(1) LIM OF IV TEMPERED GLASS. AN AIR SPACE AND&1C LAMI CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH AN M DUPONT WTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTM AYER. J. 13/1A LAMI IS: (1) LINE OF 118' TEMPERED GLASS, AN AIR SPACE AND TAW LAMI CONSISTING OF (2) LITES OF Sfl V ANNEALED GLASS WITH A .000 DUPONT BUII OR SAFLEXMEEPSAFE MAXIMUM PVB INTFALAYER K. 1316' LAM 10: 111 LITE OF IV TEMPERED GLASS. AN AIR SPACE AND 710' LAMI CONSISTING OF f11 LITE OF 3NW ANNEALED GLASS AND (II LITE OF L. 13? WT OF (2) LITES OF DT ANNEALED GLASS WITH AN= DUPONT BUTACRE GR 2. CONFIGURATIONS:'OX' (1H. NEW AND RADIUS TOP. ALL W/LON OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) 1 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTN E 130602. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002 4. ANCHORAGE THE 3315%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS, S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ., 7. REFERENCES: TEST REPORTS FTL4643 FTL•4646, FTLi T. F11-UMS. FTL 9. FTL-4660• FTL / 1. FTL47M. FTL<837, FTL 9WAND FTLfi06T. I ANSI7AFVA NDG4X01 FOR WCOD CONSTRUCTION S. SERIESIMODEL DESIGNATION SHIM ALSO REFERRED TO AS SH701. 0. THIS PRODUCT HAS BEEN DESIGNED STESTEDTO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HWZ2 NOA DRAWING MAP SHEET GENERAL GLAZING DEFNLS_._....2 DMIGN PRESSURES._...3 ELEVATIONS_...._._.. 4 VERT. SECTIONS............ S HORIL SECTIONS ._....... 6 PARTS UST................. 0 EMRUSIONS._.._.._.._ 7 CORNEA DETAIL ........_ 7 ANCHORAGE...___.._... 6-11 Px nn3ae a =+m A. LIIFIWMILL�.PE. NDIOSN4 RlFL4 1/WblJ En+r 17 erom N75 1 � 11 dO4G10 D FL P.EJ 6B706 Or 5N8' LAMINATED GLASS V NOM GLSSBRE H 10NNEALFJI OR TEMPERED GIASu / 1W r1V NOM. 13116' LAMI IG GLASS W/ 5118' LAM] l OT WNOM GLASS BITE COS ® NDTE; LAMI IG OUTBOARD UTES MAY SE UPGRADED TO SH6'WITH NO CHANGE IN DESIGN PRMURE aE%TERIOR INTERIOR* (ALL SECTIONS) .006 SCUUTIA OR DUPONT PYB INTERIAYER 3/1SANNEALED OR NEAT STRENOTMPIM GIABB 7/18'LAMSNATED 7/18' LAMINATED GLASS 13/18' LAMI IG GLASS W/ 7N8' LAM] a:` Gros # r No. -Fx rvrsm B aoD rrrxet r¢aaor.w�t¢Guae auwroxor6 NOP�.w�ep. x0.r®Nn�� �•eNmP •. �,•. FNl..1.1..O_O.Q..0..2.0_. _D 0.LFPN-.EM.058705 ,P- .E. GK flMAN 11 T210f 111 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH BILL OPTION& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS T7PE Bp• 1 BP I BW I TV 71" 1 71" TABLE 1. F 76" a. A.S,M +00.0 -00.0 +B0.0 80.0 +80.0 -00.0 +B0.0 -00.0 +80.0 +pQO -0QO p0" A,B.M +p0.0 -80.0 140.0 -00.0 +80.0 4W.0 +B0.0 -60.0 +60.0 +780 •70.0 82" A„M +60.0 -00.0 +B0.0 -00.0 +80.0 HG.O +60.0 -0QO N0.6 -70A +7].3 •77.3 +76.D •76,0 661I6• A.B,M +80.0 .80.0 +80.0 •BOA +70.6 •70.6 +782 •78.2 +78.6 •78.0 NSA .76.1 N4.0 •74.0 UPT08311 C.O,E,F,O,H,LJ,KI. +80.0 -80.0 +80.0 -80.0 +8).0 40.0 +00.0 .80.0 +60.0 -00.0 +80.0 -80.0 +00.0 -00.0 STANDARD VIEW 3 RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SSA OPTION ® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTN GLASSTYPE00 W8" N• 60 NW 03- 72• 1 74' TABLE 2. 1 7W 4W At +p0. -00.0 + . DO 0 -000 +]0.D d. ]0..0 +0 700..00 0 •7700.0SW AB.M +41; QO +80.0-BA+8-000+0. B.0B 0•]000]0.0 + dDO 6Y A +p0.0 1 .60.0 1 +80.0 1 -80.0 1 +80.0 .00.0 1 +768 1 .70.0 1 +740 -70.0 11+88.61 +87.6 -07.6 as Iw AB, +8&0 1 -00.0 1 +80.0 1 -e0.0 1 +80.0 40.0 +76.D .780 +680 -0BD +66.7 48.7 +85.5 45.5 UPT0p611p C.D, ,F, ,H,I,J,K1. 1 +40.0 1 .80.0 1 +80.0 1 40.0 1480.01GOO 1 +60.0 1 -00.0 1 +70.0 1 -70.0 I +70.0 I -70.0 +70.0 •f0.0 GLASS TYPES: TEST REPORTS TABLE 4. A. Nita IAMI. 11WA.080.1/6"A FM- 017, 4M0, 4720. 4907 B. WIT LAMI. 1/WA•0DO.1/6"M FTLA047,.4840 C. WiW LAM]- 1/WHS,.060,716"HS) FTI.A847,4648 D. 7/10- LANE- 16'A.060. 3116•A F7L4846, 4686 EJ/1C LAME• 16•A.0983116•HS FR4846 F.7/16"L1MI.018" ,.OB0. 3118•Hs FTLAS46 0. 13116' LAMI13.1/8' T. AIR SPACE, 511W IAMI. 1/WA.OB0,1/e'A FTL4646, 4723 H.1Wi8'LAMI10.1IWT, AR SPACE, Ella" LAMI•WIT&OBO. VOH3 FTLA648 1. 131iWEAMIIG-//WLARBPACE,WSWLAMI-IIVHS,.060,lNH9 FTL-4840 J. 1311V LAMI10.1/W T. AR SPACER/1V LAM1• 18•A,A80. WIWA F114840.4650 K 1W1W V1L41q•VWT, AR SPACE, 711W LAMI-(3/1WA.A60.3/1WHS) FIL4840, 4680. 4868 L 1W1W 1/1MIq•1IW T, AR SPACE. 711r LAM I•(3)HPH8,.000. 3f7WHS) FR4e/5, 4650 M.1W1WLANE 10- NEW AR SPACE, WiW IAMI-1/WA,A60. IATAIA FT65063 •o• MEETING RAIL T % ILBH Im NOTES: 1. WINDOWS WITH THE LOWSILL OFTIONARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+1.O PSF OR LDNERAS SHOWN IN THE TABLES. NEGATIVEDESICN •1•:' VV PRESSURESAFEUNEFFECTEO. z,k; ",."job 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USETHE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. ® - &AVAILABLE BASHHEIGHT6 FOR CUSTOM WINDOW9ARE 13 NB•MINIMUM T03W MAXWUM.® � i �� 4 y4/yB gnyw �E--_..._�.._.._.....__.�......._. ALVNI�1N11LI�.P.E. PX am Jd PlISA] W7N0 NTS 9 w 11I 40VM D FL P.E.0 E8706 621/8'531IT MAX FLANGED WIDTH WVLI.F. WIDTH 4B SV MAX FIXED DLO (ALL) 75-MAX O JII.F. pMEI{:T ISE MAX. TABLE X MAX (MAX) w�M 451/4'MAX VENT DLO (At DETAIL A 1/1 DETAIL B VIEW (STANDARD SASH) & E� 76' 17W I F. J SEE OLD TABLE I O HD SIT SEE TABLE OLD O S// E HE 7W' 7 FLANGED HEI HT SEEDLOTABLE X j I 82ApeH SEEDLOTABLE 1C j SASH HEIGHT �HEI`G�HT B 1 DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES; 1. SEE SHEET 5 FORVERTICALAND HORIZONTAL SECTION DETAILS. 2.SEE SHEET? FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8THRWGH 11 FORANCHORAGE INFORMATION. 4.SASHHEIOHTBFORSTANOARDSASHWINDOWS(DETAILSB&C)AREB45EDONAMMEEaV RT FORNAT. X v E TICALDAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 3412' 343HB' B 416l8' 411/4' C 411I4' 407IS° 0 62518' 5241118' E 52114' 52 WIG" SASH LOW SILL HIGH BILL3412' 343H8'277/1•' 2711W277118• d 27118"1S 3I8' is aw183/8' 15314' HEI IHT I AX FLLAA NGED HE Hf N 1 i o Ho.58T05 NOImY4R81SR_ VAtEy Bme. 11i11° A. LYFMWVICK P.E. Flo &IAN Jl7 �/ar MS 4 11 5��4010.20 1 D FL P.E.tl 68708 F MAX. FIXED LITE DAYLIGHT OUTSIDE INSIDE 7,5OR NOTE: MIN. (1) SWEEP LATCH AT VENTCENTERLINE OR ZB Z7 OPNONAL BOTTOM LOCKS, (1)V FROM EACH SLOE OF SASH. INSIDE -MAX. VENT DAYLIGHT OPENING I A I I-�MAX. FIXED LITE DAYLIGHT OPENING I �I MAX.WIDTH SECTION A -A INTEGRAL FIN (I.F) FRAME SECTIONSA IusoE 47 LeNIGHBILL HIGH eLOWBILL .OW FL HEAD SEENOTEABOVE nULTRALIFT i2 ONLY I (HIGH SILL) 54 12 ULTRALiF r ONLY ALTERNATE HIGH SILL 3,10,11,15,1E Ho. `+ST05 —.__.... _... .._.._..... gip.,... .._. _... Fx nnsm B. AOOIF.eR: NOneACG48(110A1E&1L LOMPONFNfB Pn.eLatrpY AL MSIIIE13,rP.E. owM we - NRtw4RIt111 VGIDbbetrr Fx aYNR JJ. exmo Nell 5 11 400010 O FL P.&S65T08 47 FRAME, I.F. HEAD ® aaoTtq 8081Te NRGI®.Ritl1� ®48 FRAME. I.F. LOW SILL a4072A,e0e3-Te 2� Hn Am WOM 7H CKNESSSS FRAME. I.F. JAMB � SSI (USED AS RADIUS TOP HEAD) I--2.TB4�-I L , I oaz (D FLANGE FRAME HEAD 89002A,6o6 w 1.749—�{ 2.710 .116E O FLANGE FRAME JAMB 94004. NW T6 (USED AS RADIUS TOP HEAD) .082 I 2.830XIO LF�2.784--�I I I O FLANGE FRAME SILL (LOW) H4003C, W83-T6 —*M-MIA F�1A61�{� OSASH STOP p 5'6069-Ts .0&2 168 1.TOT 11 O21 FIXED MEETING RAIL 2g SASH TOP RAIL NDSe0WHD-n 4A A000.6069146-Te z.9ze 9Aae 2.698 I .v62 f�z.T64--I 88 FLANGE FRAME SILL (HIGH) PaaeoAeo&%TO 68 SASH BOTTOM RAIL (HIGH) W051A6069•T6 0.HT11 �1�1.619� T38 17 SASH 1111STOP COVER Now, WzT8 LVIEW D-D (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) FRAME CORNEF —1 1.185 I 1 41 S1 SASH SIDE RAIL 1/4008, W8 T5 28 SASH BOTTOM RAIL(LOW) # 007. M8 Ts 1�r Ow I YiI[• M 1.ON T O GLAZING BEAD 7/16" W2Z 6069 T6 ppI .115 -F 46 45 GLAZING BEAD, 7116" NO= O0 T6 (USED W/ ORILL KIT) VIEW E-E (RADIUS TOP HEAD ONLY) .878 oso� . 42 GLAZING BF". 5116- MA B E Tfi (USED WGRILL MT) e4mo I HaW 17 • 11 1 404010 A NO.58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6, WINDOW HEIGHT SUBSTRATE: 28.M 14,111 40.603 46.003 62.803 58.603 64.603 76.0D0 ANCHDR TYPE: pO S Z O'UN Zro Z DO'48'S Z n �p Z 8-80Ng���8�g�8�8'` Zj n Z Z Z Z n O Z §f8�°s�8 Z Z Z 8 WIN WiD GLASS TYPE C,D,E,F,G H,I,J,K,L 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1 2 2 2 2 2 2 2 2 1 2 2 1 2 2 1 2 2 2 2 119.125 2 2 2 2 2 3 2 2 3 3A NI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3C,D,E,F,G_1 H,I,J,K,L 1 2111 21 2121 2221222 1 22 2222 1 2 3222223222 1 _1 1__24.000 3332233A.SM 11 1 Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 111 112 1 2 1 2 7 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 x 3 2 x _1 2 2 2 3 2 2 2 3 3 3 2 2 3 3 C,D,E,F,G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 3201D0 HJAK,L AB,M 1 2 1 2 2 2 2 3 1 2 2 11 2 3 2 3 2 2 2 3 2 3 2 2 2 3 313 2 2 3 3 3 4 312 3 3 3 4 3 3 4 4 2 1 2 2 2 2 3 1 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 23 3343 23 33 4 3 34 41 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37000 H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 132L31212 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 1 1 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AB,M 2 2 1 2 2 2 2 3 1 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4PE 78C,D.E,F,G, 2 2 2 2 2 ' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,JX.L 221 2222 322223232323242 333 3423343 53334453344 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM 2 2 1 2 2 2 2 3 2 2 2 3 213 212 2 3 2 3 213 213 2 4 2 3 413 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 49.000 C,D,E,F,O, H,I,J,KI 2 2222222 .2 2 2 322232 1 2 1 2 2 32233242333 2 2_ _2 2 2 2 3423333 2 2. 2 423 2. 2 343 2 53334453443 2 2. 2 2 2 AB,M 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 9 6 3 3 3 4 4 6 3 4 4 6 PSF 78 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 222 22 x 23222 3342333 342334 342 33 ME 53345463455 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M IF 2 2 x 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4121313 3 3 4 5 4 6 3 4 5 5 PSF 72 79 79 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,1,J,K,L 2222222322 2334233434 233434333435334446344546345 a 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ABM 2 2 2 2 2 2 2 9 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 b 3 3 4 4 4 6 3 3 4 6 4 8 3 4 4 6 1. ANCHORTYPES: 1.1/4-ELCOTMCMS 2- i/4" ELCO SS,ICRETE-FLEX ® 3-412 SCREWS 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18 V2-MAX FROM TOP CORNEAS VWSS -17 V2' MAX FROM TOP CORNERS 15-MAX. FROM BOTTOM CORNERS 6-MAX BELOW MTG. RAIL ®SILL -ANCHORS NOT REQUIRED G INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL MTERIA OF NOTE 2. ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS TABLE KEY: .— NMX.PSF (DP LIMITED? 1fe DBCi'RBNSW �Ir„mmm,neRbu. HEAD 2 JAMB ABOVE 2 3 '"Ban 1 - O N1TG. RAIL 1 JAMB BELOW MTG. RAIL I °e1To°'"1bnbo (FULL DP) lulu HEAD 2 ,. 1,YNN Mgt JAMB ABOVE 2 3 �N : ,10 . pjise "•., ~ F JP MTG. RAIL `+q705 JAMB BELOW =*e 144. MTG. RAIL - �♦«r FJL If/f&bJ B 25D OPlM"F.'V4 E0'EAI JT AYR'G9}A2TFBBVS� PyWtA9. f� l?Adb $ffer •• ••"• ••• ••• ,-4,0,92) ALYNNMII6587M .E. N R�� �� AI'/g B w11 4040@8 D FL P.E.660i06 ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6, 1. ANCHOR TYPES: WINDOW HEIGHT' 2-1%4' ELM S34 CONS RETE-FLEX 29.655 1 37.155 44.655 62.165 59.655 67A65 74.655 76.000 SUBSTRATE. 3.412 SCREWS ® o m NQ O Z NU U Z �0N m U Z N0 O Z pNp 'U 0 m O O Z N0.-CN U Z o rt U Z NUS- u Z o m N O Z NU�UN U Z O m O Z NU U Z O�� 0 m 0 O Z op O Z opNgN8 0 m 0 D 2 O Z 0 ANCHORTY•PE. x. ANCHOR LOCATIONS ARE BASED ON THE FOLLCWING DIMENSIONS WINDOW GLlSS U'U U O WDTH TYPE SK 5 5 HEAD- 1812' MAX. FROM TOP CORNERS JAMBS-1T1N' MAX.FROMTOPCORNERS Gp,E,F,O, 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 I 1 1 1 1 1 1 1 M,I,J,K,L __.. 1 1 _._.. 1 1 _. 1 1 .. _. 2 2 _.. 2 1 _ 2 2 _..-_... 2 2 2 1 ... 2 2 _. __.___._ 2 2 2 2 2 2 2 2 2 2 __ 2 2 2 2 _ 2 2 ._ 2 2 3 2 2 2 ._ 3 2 _ 3 2 _ 2 2 .. 3 2 IV MAX. FROM BOTTOM CORNERS VMAX BELOWMTO: RAIL 19.125 NOT REOWRED 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 AB,M ®SILLANCHORB 1 1 1 1 1 t 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 x 2 2 2 2 2 2 2 2 x 2 2 2 2 3 2 2 x 3 2 3 2 2 2 3 2 3. INSTAL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF 79 NOTE 2. C.D,EF.G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 KI,J,K.L 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 23 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR ' 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS AB,M ARE1-LESS. ADESIGNPRESSUREUMITATIONS 1 1 1 7 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212131213 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 68. 77 SIZEMOCKSOFTHEADJACE4TTABLEWITHA C,D,E,F,G, 1 1 1 1 1 7 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 4 1 32.000 H.I.J.KL BOLD ITALICIZED VALUE ABOVE THEM, INDICATEA 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 9 3 9 3 x 2 3 3 4 3 9 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHFAWISE,THE. A.B.M 1 11 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUMDESIGN PRESSUREFORTH PSF 68 67 78 RESPECTIVE SIZE 1 1 1 2 1 1 2 Y 2 2 1 2 2 1 2 2 1 2 2 1 2' 2 1 2 ANDGLASSWPEIS 37,000 H,I,J,KL 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4.3.3.2.4.3 4 4 3 2 4 3 AVAILABLE. 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 33223333 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 40.000 H,I.,U(.L III 111 1111212 212 212 213 212 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 2 2 2 2 2 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 A,B,M TABLE KEY: MAX PSF 11111'1222222232233332233433343333343443343443353 PSF 48 78 56 -7B 79 ' C,D.E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 (DP LIMITEDI 117 44.000 H•IAK,L 1 l 1 1 1 1 2 2 2 2 2 2 3 3 2 2 9 9 9 4 2 3 3 3 4 4 3 3 4 3 414 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 HEAD 3 ROD6CTPeVI36D 2 2 2 2 2 2 2 2 2 2 2 2. z z 2 2 x 2 2 2 2 2 x 2 Wry^e�N3 W RmNo A,B,M 11/111 222 22 233223 334 2 33344 3 9434 4334344 3 343443 354 'A�Af0. RWL3 3 naWcaJ� 1.1CL ioJ(o - JAMB BELOW PSF 45 74 51 44 78 79 C,D,E.F.G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2. 2 3 2 2 3 2 2 NITO' a� RAL 48.000 H.I.J.K.L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 41413131414 4 4 4 3 6 4 4 4 4 3 5 4 7 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 31413131313 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 36 44 4 43 54 (ALL DP1 1IInU PSF 4f 87 78 78 HEAD 2 J LYNN MI( O ` %. JAMH ABOVE 2 2 0 ......... O: BNSS �`'•., ♦<�'; C.D,E,F,G, 2 2 2 2 9 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3�RAIL 0.125 H,I,{K,L 1 1 E22#1 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 6 4`JAMB BELOW*tA,E,M 2 2- 2 2 3 2: 2 3 2 3 3 2 9 3 2 2 3 2 3 3 2 3. MTO. RAIL�*��pu11222222333333443344443344443344544364544354 0.1!•:2� o racwJo6srn+eexEET FnepXlwa ANCHORAGE SPACING STANDARDVIEW — LUM.SINGLEHUNG WINDOW IMPACT1i1"°�&LYNN Mavk P.E. FL P.E.p EW05 1 E-1"00 L 8 Tme76rzE JJ. W7 I NTS 9 • /1 404620 D ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD& JAMB8h CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7. WINDOW HEIGHT MNUS SASH HEIGHT FROMTABLE B. SUBSTRATE: 17.1226 28.2Ot 33.7p54 W.312 65.825 ANCHOR TYPG:: m0 Np Z mU -ZmO UNr�m0 Q22.668 Z�.Z.0 UNOmc) z^2m0 �NOmU^ON5N� g z p3B.28B m0 Z^2m p ONj�O^U pp44.8338 2 zm p NNLJ^UNm�^� p WIDTOFIIASES 18.125 D,E,F,J, KL 1 _.—. 1 i __ I 1 ..__ 1 1 _.. 2 1 —. 2 1 _... 2 1 __ 2 7._ 2 1 2 1 2 1 7 11 Y 2 1 .Z..2 1 1 3_..2 1 1 .3 1 -9 1 -.29..._9 1 1 1 t 4.� ' O,F,F,J, K L 1 1 1 1 1 7 1 2 1 2 1 2 1 2 1 2. 1 2 1 2 1 2 1 3 1 3- 1 2 1 3 1 3- 1 2 1 3- 1 3 _... 1 3l 1 9� 1 3 1 3 1 4 32.000 0E F,J, KL 1 1 -f 1 1 1 1 1 1__ 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 9 1 4 1 5 1 3 1 5 PSF 79 V.= D,E,F,J, KL 1 1 1 j 1 'j 2 2 1 Y 2 2 2 3 1 2 2 3 2 3 I 6 2 4 2 3 1 3 2 a 2 1 4 3 2 4 2 4 1 4 2 6 2 5 1 4 2 6- PSF 73 78 79 78 40.000 OE,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL I 1 1 22 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 fi 4 6 PSF 79 78 79 n 7a 78 79 44.DDO D,BFA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 1 1 2 2 2 ]' 3 3 4 4 4 4 3 5 4 3 6 6 4 6 6 4 3 PSF 78 79 70. 79 79 71 79 173 78 48.006 D.E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 8 2 2 3 2 2 KL 1 1 1 2 2 2 3 3 3 4 4 4 5 4 6 6 4 8 6 4 8 6 6 8 PSF M 70 W 71 70 81 74 BB 77 W 69 S3.125 D,E,FA 2 2 2 2 2 2 3 2 2 ] 2 3 3 2 3 3 2 3 3 2 9 3 2 3 KL 1 1 1 2 2 2 3 3 3 4 4 4 6 4 5 6 6 a a 6 7 6 b 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE B. SASH HEIGHT SUBSTRATE. 12.7T8 15.778 18.776 _ 27.776 24.776 27.778 1 30.776 31.108 ANCHORTYPE:pg SS pq 5 £ 5Qq� N�^�H'd'•+�^�',�3^$^$,^Y. 553 5$�j 33 jj�� 33 N ^ WINDOWnb^0: WIDTH 18.125 i 1 1 2 i 2 2 1 2 2 2 2 2 2 2 x x 2 2 2 2 2 2 2 24.W0 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ---HOW 2 1 2 2 2 2 3 2 2 3 2 3 9 2 3 3 2 9 4 2 3 4 2 3 37.000 79 2 1 1 1 2 2 2 2 3 2 3 3 2 3 9 3 3 3 3 3 4 3 3 4 3 4 000742 2 2 2. 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 000 ]a, 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 40002 r 2 2 3 2 2 J 2 3 4 3 3 4 3 4125 731 58 11 72 2 2 2 2 2 2 3 9 9 9 3 4 4 3 4 b 3 4 b 9 S S 3 6 1. ANCHORTYPES: 1.114-ELCOTAPCONS 2-1W ELCO SS4 CRETE-FLEX 3-N126CREM 2.ANWOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD-181f -MAX. FROM CORNERS JAMES- 1712' MAX. FROM TOP CORNERS 1110' MAX ABOVE THE MEETING RAIL 6' MAX BELOW MTO. RAIL 1SMAX FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED ILDETERMINE THE ANHOOR QUANTITIES FOR CUSTOM VIEW WINDOM FROM TABLES 7. AND B. USING THE DIMENSIONAL CRITERIA OF NOTE Z USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE & FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 °5V MIN. T03BYMAX Itp. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE RESPECTIVESI2EAND GLASS TYPE 13 AVAILABLE.' ® TABLE 7. KEY: MAX PSF (DP LIMTEDI 112 HEAD 2 JAMBABOVE 2 MTG. RAIL (FULL DPI HEAD •JAMBABOVE 4 MTG. RAIL ® TABLE 8. KEY: MAX PSF (DP LWEQ1 FIRM JAMB 13ELOWI 2 MTG. RAL MTG. RAL No. SBTOS ..__.... --- F.M. If/f80J a IAICIEDBYBDE P-N.BWII� ��„tl� r os i WwNOFLaW4 l�,*&e ew.a FX 7lffiAtl J1 1lI]07 aNRJ l7%$ 10 •11 4040JM D FL P.E.N W706 �EXEERIOR INFERIOR ALLHEAO AND SILL DETA� CHOR MS KSI MIN CONCRETE (SEE NOTE FOONCRETE&3) aWOODBUCK A(SEENOTE4) '.•I3B: MIN., 1/C TAPCONA 1314-MIN., 1/4' CRETE-FLEX OPTIONAL 1x (SEE NOTE 2 S 3)A 13B' DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE I SB' LAB MIN. I 1/PMAX.SHIM-+I HF ' ;....,I 1/P MAIL RAIL. (SEE NOTE 153)A 3.35 MI MIN. CONCRETE OR 1.5 KSI MIN. CMU A to SUCK OPTIONAL WITH SOID CONCRETE /4' MAX SHIM DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1N' J-1 anim DETAIL F. (HEAD) L L,131'DIA. MIN. 6 x21B'NAL, AT CORNERS AND S' O.C. DETAILS (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A 1. FOR CONCRETE APPLICATIONS IN MIAMIHOADE COUNTY, USE ONLY MIAMI-0ADE COUNTY APPROVED 1M' ELCO TAPCONS OR 1T4.694 CRETEFLIX. MINIMUM OISTANCEFROM ANCHDR TO CONCRETE EDGE IS 13N'. 2. FOR WOOD APPUCATIONS IN MIAMFOADE COUNTY, USE R12 STEEL SCREWS (135) OR IN' SS4 CRETEFLEK 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MAST HAVE ME TRIMFR HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I IW. 1x WOOD BUCKS ARE OPTIONAL IF UNIT DAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 110 TMCKORGREATER INSTAUATIONTOTHESUBSTRATEOFWOODBUCKSTOBE ENGINEERED BY OTHERS ORASAPPROVED BYAUTHORTTY HAVING JURISDICTION. S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SKALL BEAM INIMUMSTPENOTH OF SOB&TSAND A MINIMUM OF 1B' THICK. THEALUMINUM STRUCTURAL MEMBERSHAL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 9I WOOD BUCKS. THEANCHORSRALLBEA012SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE AWMINUM. IF THESE CIRNERIAARE MET.THE RESPECTIVE DESIGN PRESSURESANDANCHORACE SPACING FORTAPCONS MAYBEUSED. AFLANGEDFRWECOMPON WYBESUBBTITUIEDFORAN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL RN MULLED APPUCATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REGUIREMEW. 0. ANCHORS ARE NOT REWIRED AT THE SILL OF FLANGED UNITS. T. MATERIALS. INCLUDING BUT NOT LIMBED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FED CURRENT, EDITION, SECTION 2003.BA (SUPPLEMENT 2005), — _ RAIL (SEE NOTE 2531 INTERIOR (ALLJAMB DETAILS) EXTERIOR I4CK PA lm NMala08, 0. N'O4 FRAME DETAILG (SILL) ... WCHORAGEDETAILS ALUM. SINGLE HUNG WINDOW IMPAC �" 11 • ki if 7p401030 No. W06 M®��E MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2616 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2509 F ACCEPTANCE PGT Industries, Inc. 1070 Technology Drive Qq North Venice, FL 34275 f Ii p SCOPE: This NOA is being issued under the applicable rules and regulations gove�ing e u o construction. materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 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. PERA 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 "HR-710" Aluminum Horizontal Sliding Window --L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through l l of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114630.02 and consists of this page 1, evidence pages E-1, E-2 and Ira, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. M 1 MI-DADE COUNTY LOCV) NOA No. 11-1114.04 2 $ IV Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOAAIs No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of. XOX.: aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 4858, dated 03108/2006, signed and sealed ' by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-040S.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) l' Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16,2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated10/26/06, signed and sealed by Robert L. CIark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on . 12111/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their f'Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Olvn,. the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No.11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-081 S.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL--4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to POT Industries, Inc.. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.OIAIDIGOPBONS:(SaE AW8 SHFETZ�FMtMTN MNABNESBFT,G ST UGTHRULMWTHAVEA TEMPEREOGLAS . A d18'IANI CONSISDNOOF 2)MTES K tAi"ANNEALEDGLA68 WMHAAW WPONi BUTACIIE OR SPFlFX/IfEEPBAFEMA%IMUM PVBINTFAIAYER B.61B'IAMICCNSIBRNOOF(171RE OF 19'ANNEPIEO GLASSANDII) LITEOF IIY HEAT STRENOTXFNEq OLABB YATN A.OBB DUPoM BUTACRE OR BAFlEXMEEP3AFE MAXIMUM PVB INTERIAYER. C 6MB•IAMI CONSIBTINOOF2IMIESCF IIS'HFATSIPENOTHFNEOGLASS WTOI PN.BW WPOM BUTAOTE ORSPFLEXMEEPSAFE MAXIMUM PYB INIERUYE0. D.]/1d WAI CONSISDNOOF21 DTE90F L1B`AMELLEOOlP99 YATMAN ASB WPONTBUTPLTE CRSAFIEXAO:EP9PFE MAXIMUM PVB INIERIAYE0. E I18'IALB CONBLSIING OFry)tREK9Ma ANNEALED cuss,wory7urz oFynr HEArSTRExo]xENm olAssvmm AN.woouPONr BUTaare oasuLEwxEEpSAFE NOA DRAWING MAP MWWMP.9MWAYER SHEET F. TMdWDCONSLSTINGOF 2ILMES OF BM6'HEAT SRBUNi1FENED GLAS4 PATH AN.WB DUPONT BUTACNE ORSAF1f1VIEPSAFE RIA)SMULL PVB MTERAYE0. GENERALNDIES._�1 r, •„NOOEuus___G G. 13'1r- M:(1) LRE OF IM OR NC AYIE (MIX.)01A59. MI11 WAIR VP EAMD MTCOR IMOOF 2I MIEG OF I]d AWff.ALED OLABSNIIH A OESIGNFRFSSURES_J .IW WPoNT BUTFLRE LRSAFIFYAJ:E➢&1FELV1tA1UMT91N]WAYEIL E ATIWS_—A VORMSCTIONS ..6 RHO P/IdIAW[ONEISD]A�(1) I1TE0F1IB'ANNFAIID DIASB,Vd!(1)MIE H.OF lHEAT HARTS SEO]N)H9_.._6 STRENTHENE'ORdISANNEALOIMJPO01A56,dICORyB'ARSPAfE OF fI&'NEATSTREHODLENED OLA58 Wt111A.00DDUPONIWTM]EIXt54T.E%MEEPSAFE MA%IYIMTRIN}DUAYF0. PARTS MSTB T L td16'IMBE:(1)MIEOF LEOR Mr NEiEM11ID(NIN.)GIA^S,df6'ORMB•ARMACE AND dt6•CUII CONSISTING OFIZILITES OFIIB'HEAT STRENGTHENED GIAMC CO WRNEROETAL._-6 YADIAN AEB WPoNTBU}ACIR Oft SAFLENMLEPSAFE NA%IWN PVBPRERIAYFA AWIORAGE_.._ Btt J.ldfa IAMI IG:I1)IJIEKIIB'ONdICANNEALED(MW.lOLA59,SM6'OR 1I1'ARSPACE AiO ]MB'lN9 COMil&]IAV CF27 UTE90F ]MB'ANNEAIEOOIASS WIIIIAN Atl WPOM WTACITEOR 9AFlFXlffEPSA^EMA%IMUM PVB IMERIAYE0. H.11MB' LAMI I4(1)LFR:OP 1A'OR SMa ANNEALED IMIN.IOLASS, SMB•OR IH•ARBPACEANO>IB'IAAU CWSEDNGOF (11MTEOF=MB•AIMFA1Ep OIA58 M'O (1)MTE OF 6MB'NEFTe1HENGTHENEDOLA99 WRH AN.OBB WPOHf BUTAGIE ORBAFLEXMEEPSKEMAIBMUMPND BOERIAYER L Idle IAMI IG: (I)MTEOF lAT•OftdiPAMEAIED (MIN.)OLASB, dyTOR 1H•AR SPACEAIO ]IICIALII CONSISRNOOFR) LUE90P dl6'HFATSIPENGIHFKEDOClS9 WITX AJ ABB WPOM BUFALIIE tliBAPIFL%EFP&1FB MAp11UMPYEIMERIAYE0. 2 CONFlWMlitt.B: Off. , (]�0 }jgj 1 D EBIGN PREBBUPFS:2FP TABIE&, SHEEF S) ANEGATNE GESIGHLMOSB/ScOOHTE61®PpE66UPEANOOLI�TABIES.V^]NE1SM1@ ' 9 P09MNECEBIGNLOA➢9&V9EO CN WATERIESi PFESSUREAND GIASSTAAtdE9 AS]NE1%Om. A ANCNbUOETXE6)fA9LSTRESB INCRFA6E HABNOTBEEHUB NO DMONCFTIOSPNOWCT.SEESHEETSBT WG ll FORA1CHORIGED_RAIX. YRDIFTABM9HI 6. BH11]TER9ARE NOTREOUIREO. mprWwWwiW �No /� 6. FRANEµO PANELCORNERB9EAIID WITH Nl9RgyJQM6EAANI ON GASIfET. I. PFFERENC W: TEST REPORI9 iR<B6B, iRiBSG AND F I461T0. 6W TEXIIipI N0.<d-0TJtAt,OBAIId06 ANdIAF W000 fANSTRUC]IW IIIII ADLHi0D6NAIMINUMOFAlON A1]JIUAL "MINUMDEM 1 YLYNN �]�� B. THIS PROOUCTHF SEENDESIGNED6 TESTEOTO CWPLYWITH THE REQUIREMENTS OF THE FLOMOADUILOPIOCOOE, INMDINOTHEHIGHVELOCTIY ``sAN' ENeQ .,W "•' '•*�i HWWGIEZONE(HMRA '•i .w *: Noa+ B.fOR WSTAWTIW INTNEMMRABOVE 90 FT,GU59TYPE8G-LBHALL HAVEATENPEREOI.G. GLASSCOP.BOMTHEDPANDANWORDWUMRYREMAN UNCHONGE0. � n_.C�D'C evwa� �l 21 60 21 60 aE%IEWdi RI 63 1R'NOM 66 1IYNOM. (A1LSE0lIONS) OURS 911E OI/55 BrtE 61 60,61.82 61 83.64.65 17d'ANHFAIIDORMFATSIPENOTHENEOG!/OS 9I1gANNEAlE00RMEAT 6Tt✓ENOOIQiEDdARS .Ci080111MOR 0.RCMPYB WIEIOAVER AW 60.011Agi WPIXlf T91N1EiMYFA 1l9"ANIIENID OR IffAT 6iRENOIIIp�®O1A33&1SA.W�.VIDORHFATSIRENOTIFNEUGU6G fJ1B'NOIi INCLAI@lATm LAMINATED GLASS 7/1W LAMINATED GLASS 21 50 21uu 60 iw N'UM 11I N04 69 aLA9e 911E 69 GUR9 eNE 52 62 66,67,88,89.70,71 72.73,74.75.76.77 nmaarAe�v® y�mm n.w }jf �1IS'NWce, en OR NEAT 6IRFNQRIEHFD liA99 SNgANNEN.IDORHFATSTRFNGTHFNEO GLASS mo WL11IJv,= axT FVE wrERurm om 9aunno6oupoNrpv9 wreRIATEn 1d•AWiFIlED ONHFwT sIRENOIIENEOG1A69 1f9'NWEP1EDgi HEAT 6IpENti1HEHE001A59 NIC1AM11WXR LI T rMV4-XR d1TORYH'NR6PACE 3M9.OR1N'NRSpALE 1/B'ON 9HB'ANNEAIFD g3TEMpERE06LAR9� 19'a Y19'MINFALFD pi TEMPFNEOOIN9� 1LiRNOM. 191g NOM. N 13/16' LAMI IGLAMI IG GAS W/ 6/16- LAMIW/ 6/16- LAMI 13/16- LAMI IG GLASS W/ 7M6" LAMI 1 VHN Mq o C n�,oN�sF •�Fq �•• ®FORINSfALUTICNWTHEHNQgBOVE]OFi, O1M1STYPE50-L91141HAYEAIEMPERED1.6GlAG$VP.B0111THE OP AIID MWONOWMIry TO RQA4N UN0NNCm. � � ��': u fMTNI a waawerwmrEr a, lomv GLAZ/N0DETAlL9�..... 2� , gent o dupropETEwd® .mxorE Wa6ARH}R Pc;T ALUM. HORROMAL ROLLER Wf_NDOW IMPACT SIONAL ex aTam a Aoowrorrreesr�F ra vnm u imm xa�nam I'rwbe"u' neno Fug a • fT Iftffe I E AL�U! ae�im �z XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1^ SMALLER) WINDOW I GLASS WINDOW HDGHT WIDTH TYPE 28^ 38^ 38 WE I 48^ I SD WB^ I 84^ I fin^ I 8F UP WINDOW OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" FLANGE OR INTEGRAL FIN WINDOWS WINDOW I GLASS UP 70 74^ 918' LAMI -(118' A, .080,118' A) W1E LAMI -(VV A, .09D,1/E HS) SHE LAMI -(VB' HS, .09D,11S' HS) 711E LAMI-(W1E A, .090,11E A) 711E LAM]- (W1E A..=, WIE HS) SHOWN. FIN WINDOWS Wl SAME DLO ARE N501 -950 13H8' LAMI G-VV OR 311S°A (MN.), WWE OR WE AIRSPACE, MV LAMI - (VEA, .090,VVHS) 1311E LAMI 10.11E OR WIS'A (MM), WV OR WEAN SPACE, WI V LAMI-(I1THS, .080.UWHS) Mr KI-VE OR3flVA(MR), 3J1E OR 114' SPACE, 7I1V LAMI-ty1EA .090, WIEA) 111E IAL111G-118- OR 311EA (MN.), W1E OR I1P SPACE, 711E LAMI-(311EA, .M. 311EHS) =m°�'.1%, IAI FM INSTALIATIONw THE NN2AwN W FT.OU89TYPES0- LBHA MWA TENVER w CUSS W.SOINTHEW MmANCNrn OVAMRYRFMNN urv00waso. 'a'7 s 21w acre' 27W 1— MFIC MO 81a1CN9N.MOFDSO MAY MO MAY OLO I VEN) VENT FI%EO o n 37 E E E e 117MUf MTH W.FI I BL )I1E' VA[ YAMIF. FILLL'E 111'MN(NIUM RANGE FWWZ )/ICNAX'MD)N FLAMiE FRN.IE DETAIL B -XOX (1/4-112.1/4) DETAIL C - XOX (16i1lb1/3) NOTE: Si NiCMA1L JJ 8N8'IIR)L 1.8EE8HEETS FORVERTIGLLM'OHOR2oMALSE4TONOETNI& OLOFIXEO O MOVENT 8ENPN 011f HET ATHEAOv JAMONL P.F E� IP. FPPNE 4.. I CCHFq. , m 1 FR0.1� • 1LYNN y )JW WMIX.F E: VIEW D-0 )rrAexmorHFuxGE RiMff (FRAME CORNER CONSTRUCTION) '*! xo. E,0E DETAIL A-OX OR XO �t 1mm1 E roowwemeumr �moreemm.ms ELEVA77ONS u VbY1 n xooxwE)wae�Eer xmwyavm T ALNM.HOWONTAL RIXLER WINDOW AIPAOT s..... . rF aY¢m F wa�a ONAL 11. Fx vAIO u Y6te am.arm NaNhe•. xvn N18 I •IY IIT!-fa E ALpvY wfERpR 37 —O 35 22 38 22 p Q 16 2 EXIENOR IMEAIOR 3 21� Fu®Dam wx ono IM WODI(FL EFMME) ExTEwon 19 SECTION B-B 17 (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME) F�X1c EVTERIOR 17 35 �� 37 38 FIANCE I4 `�� FMNE w.L `1J VEM Da Q 18 MPX DW oa ad {— w Fmoa -- .4 MAX VENr oEo 43 MA`L IMDTROF. FRA`E) 21 EXTEROR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 204 8 22 21 47 22 Ulu 2 e.�mucrlmv® �mp/ry.IDbDW 9SECTIONC-C 12 24 S EXIEIDOR iNR:gKKi'�"^ - 4� 12 7 27 ./rTDreeFw°e EXTERIOR INIFIIK)q 42 SILL HEAD(VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) =v 5 Q 'a lm nr c ronw+aE/rmm�r ; "P• sII7. +4pi SEC7ION5 a / D WEWMEIHIBAHf NYCY0.0.i00 : S`•••••••••• a•` FX a Ic»s •e.w �ALUM NORQONTAL ROLLER WINDOW IMPACT Fu Ydm pop— j—jEj--A~em Imro tff 5 •1I 41V-ID E' / ��F+' LI6M DWOI RWJ UMIPTON MATL PM DWM REVI m"ON AIL � PLIp1 41M A PUNLEFRAMEHUD 606}TEAL 6IM7 /A 331Y16•UM116I/8'A Y6'ADtSPA Y16'UAM IlMA2 443 SASHS3 ATI131JF1'OJ 606}TS AL 612M4 61 IYIM UMI I61/8•A YS AIRSPA MC IAAA I/CHi3 WBXY4PN.PANHEID ]M/AA M 1YIM UMI IGIIVA YB•AM SPA VIM IA.M W4 403] SASHSTOPCOVBRSASHSIO 606}TSAL M IYIVLAMIIOYICA IN.YIWAMSPA YI&CA .090 V8'A6 406 FAN MAMEML 606}T6 AL 64136 M IY16`UM11&YI6'A IIJ YINAQSPA Y16•/1'A .WO I&] 4D] STLADAFWR CA UAL wIT H IYIV]AWIOYWA DI. WIWAIRSPA YIOONS.090P IoMM8 4131 ROIIPRTRAOC 6063-TEAL 64131 M IYleLAMIIOI/8•A IN. 1/4'AMVA ]A6'IA•A .090 YI6•A10 F��. T1298 WI"FYHgDCOYPR P WROP. T1298 TI IYIEUMIIOI/6'A M. V4'AIRMA ]/IdUA .OA Y16'H12 1626 ADHISIW(X!0NCHL-POAMPAD WAD16M l4 IYI&UMIIDIMA IN. 1/4'AIRSPA ]/16•U6• A90 Y16•13 ]I IYI6•UMIIDYI6'A Y16•AQMA YICVA.M M6•A14 40M A PUNWMMEJAMB 6063 AL 61=1 ]616•A .OfO Y16"H9I! 4I31 41Mliss GSKefFORMAINPRAM851IL1gNf ]4134W/K IYI6'UMIIOYI6"A M.Y16'AMSPA ]/16-I9' .M0 Y16'H91014 R8XWI WDIN.SMS .HI SOIF}N PRAMB OR&YR4 HMAL16 4110 O SCREPNADAPIOR 606}TlAL 641I00 91630SOIEYNMWAtM® YPROP.1] 40N B mmm[ I]NORAIL 60MHp-TEAL 616NA yIMI SO894 WRNDtIgYWrolI3R8iC6 YPAOP. 19 4066 M7.IMX" RMSPAL m()MKI 9f '10A SLR8F21SP G I STSI: 21 410 SASHTOP&IXHTOMMH. 606}Tl AL 611240 w Iet4 SLRHENSPUNH-.IUMA.FOAM D4 PAD 22 16M WS3. XTIUBA RNSUL 61. 93 I635 3t11HWSPIJNII,1UWA.HARD PM PVC 21 22}I A011tR HOIISD.'O&OIIDH @IITHII 96 SOiFF31 ODD( 24 2>b BRASSROIPF]1W31FII8 BRASS 1•�21t0—�-I 7I IT�' 1 L '� 41 I.F. FRAME HFAD NI6P.69fi1]B y>w I6b I am &in .ow lf_- 4B LF. FRAME JAMB ww1, ro6}T0 I FII'--yc/xsF 42 I.F. FRAME SILL 29 4U8 IR31t¢ONPALk01IURSA311'1YW QIIDS POLITROP. w128N "Im 4D16 D US R40RA8. 60MHST6AL 64006 M M ,.In WSTP .1]OX.YNBAO(.FW SEAL 6710% 3! Im 1016 SW®PUTCH D18GST N096 36 68X.623PH PL SM9 3] 4126 4126 SASHSBRXA 606}TSAL w1]6 31 1683 WS3P X33UHA MSE- 616830 39 XUO "X213L 4D UffMIATH0LSPRIP.IM%3]! URPRAILOOVFRGP ]4M8"C LORR 8-CL 41 4139 LP. PRAMBHE6D 6083-T6AL M139 42 4140 1P. PRAM858L 60M-T6AL 1 "IQ - I•A� 4 m�e vbu. xo ro�6 1O 43 4141 IP.MWIAMB 606 AL 9141 SD QAPJNOSB] DOWM999l OR AIFTT 31 1224 1'H4IL QAZINOBBADBIIID IX1 6'IP]A]W SL 123A YMYLQAZH4OBEADBm 6TP248K 33 4D39 B QAZINOBPAD-Y16` 606}TSAL 61O19B >• 40w B OAZINOBEAD-M6`W/6RRLIUT 606}TSAL 6 m !3 4212 A QAXINOBPAD-WI6• 6M}TS AL 64112 56 9M C QAXD40BPAD4/16'WRAD m I 606}TI AL I69M 59 4067 QA2I 013-IY16' I 606}T5AL I 64067 W QASSYIVLAMII/8A.M 1/8•A 61 1216"UMI 1/8'A a90 1R'H9 ��SV LYNN A.ft, - - iq a�� iInI1_?yIQu�_ 63 M6`UM11/e'H9 .090 UB'NS 64 7/117UMI CYIVA .090 PM Y16•}LS 63 ` ]/1WLAMI 16'NS.= VIM IM Ll u rbl)A/ ewlr E /YIOtIWPMb 94£! D ro¢Amrn><P 1010D�P°01 .wm P��� +mac_ PAHTS LIST ALUM HORQOHTAL ROLLER W/HDOW/MPALT "ass/ONALE Ai uw r sx. An¢m c rmrcn n4a !A'. fixae u amm vm n�o/ ��� xmo N79 6 • fi ^ IIO E TTA ANOHOROBANTRIES,XOX IXIQ-19 WINDOWS TABU 41 NOTES: ON6STYPPSASGGAI I OLA69TYPE94E'AKL A RTYPE LAVCXIXi TYPES 1-1N'ELCOTAPCONS 3.1N'6COS610ElEiLIX 3•/128TEELSCREW9(QB Z ® ;;WOOD zww 1.CUIC 2.9W9613 1 2. COIL I. f.VM 9BIII w xE % MMOW 912E IEA0591LL m IEAO866L IEAO66LL I .S" I Asu It IEA➢69LL m A6'1fi'IA511-(11WA ,1I6'A) FOR W9TKUTIONINTHEMN2ABOVE9p FT, 01AS9TWF90-L BHALLHAVEA v MIXXM76 IIQ41 prl 214p+14p•1 214p+11C 1 2 Np.l•CM1 ] IaCht•CMf 31•CN1•CM1 B. d1P LA68 •(I0B• ..IMHB) 2 GdiC VMI-(1111•HS..0W.LI M) TEMPEREDLQ�mR .B TMUNpNNOFJ]. O.711 LVAb(Y1CA.pB.YtCA7 +e® PCN1•CN1 D I.M.1 rt 9 1 p 1# +1 3 I+ 1+ 1 9 HONLOhI ] 1+ 1N 1 3 ELIV L l-(NSA.BW.YIPHS) [A@6 f•CM1+p+.f D f•CM1rCM1 3 t+pnrp+t 3 IMf+I•p•1 D lrpryrp•1 ] f•p+f+pN ] F'TnC1AM1'IYICHS.OW. YICNS) O.lMV LMH IO.ITORYI6•A(MW.L 6TPORYPSPKE.6nPIAIA-111d A.1S0.1ATA) M.tlR t+CM1+p+t 9 t.rsrvlbl a trG1+G2.1 D 1•p•trprt D t.p+1.CM1 ] 1+prt+p•t D xiNC1AM1INO.Im•di v16•A IMIx.),aY9'aRSI6'6PAI.4, 6}6'IAW.(1m•AAq im•H91 mmo 9 1. tY1TLNAl10•fIB'ORY1CAIa11ILAdICtlIYe'6P/FEMdLMB-(1m'NS.000, 1m'HS) 1+pNrCM1 9 Np•t+pN a Np+1•CNI a 1•CM1•tlN ] 1rONirp•1 9 IMNIKMt J.lYtO•LAW 10-im'OR Y1e'A(MIx.1.viPOR 1MSPALE. TnPWL-(3ndAyN.3NdN @m0 NCh1+CM1 D I+tl•1rChf ] 1+G1+Chf 31•CHf•tlN ] trChl+Oht ] HCMl+p+1 ] LtYle'LlMI1G-t6T OR Y1d A(MIN.3 Yle'OR 1N'SPACE, Tne•IAM-(3NPA.093. and1ts) 2 L tY1S VJAl IO-Im•ORYITA(xIN.}3MIigi VPSPACE.InB'1AM1-(Y1d H9-tlq Y1TH5) 01.tlO.9&9m 14p 1+ rt 2 *+Qtl+ hf 21rC 1t 1 21•p61+ 1 2 1r 1+C l 3 Irp•2•(2rt NOA trpryrp+l 91+pH+p 1 31•Chi•p+12!+p! prf D 1+CMt+p l D t+tl•2 l 3 9.KINMNANCHONWANIITIESAPEPEAA ENTTMUANOMMEDDNT EFO MNO M&M lrprf+CN1 9 f+Chf+CMl 91rp•Irp•t 3 1+p+t•tlrl a 1•CNf+C2.1 a f•CMMp•1 9 O4 MION9. FORYANOMSMNWSHCWN.00TONEMIAR YKNOMINTASM. KM 1+CM1+G1 91+ONI+p•1 ] f+CNi+tl+t 3 14N1* •1 91+Ch1•p•1 31• 2M +I 3 HEM&SILL: fO1fIMA\.ON FAW 810EOP M12ERNO RA6CFMEPLVF. W.IW a ]5Y1•I FR0MMRNEM. JAA06: PM1NX.fA(M3 CORNQ]8AM211?IlA)L GG t+p•1•m+1 J 1KSr1•GI ] NP+1+C2+1 a IMS•I+p•1 3 1+CM1+OM1 D IKY2H5.1 p.00 1•Cht+p•1 a 1•p•t+p ] 1rG ] 1+pN+pN D I+QN+CMt D 1rGh3•p•1 ] TA&EIx 2 •V $ % 3Atltlta9.9le trp•2+pr1 1 31•M.1•Chl 31+p•2+pr1 tl 3 1+OJq•p+l ] I+CMMCMI 31•CH2rp+1 Btlp t•prhGl D 1+pr1+Oh1 91•Ch2+p•1 9 1+CMMCMI D 1+p+2•p•1 D 1+Q•MQ•1 3 1+Q•NGt•1 3 OR WANi1TY FERJAI@ $N9 Np•2..l D 1+CN1rG l 3 1+p+ l 3 1•CNMCMI 9 1rCM l] 1rpr3rprl ] HEM ANOBILLAMHdi WANfIT/. 01.Ob KM t+CNMGMI 1.p v 9 NChIrtlN ] lrprhprl 91+Ch3•G'+1 a 1+CMMp•1 3 1+ 2+ 1 9 AClU3TEROF(]1ANg10R9 LEN1FAE0 9 AAPNlTUCE9NA(GCQH2OPAPPTJELFRDPIfiLBE1OE6YEEGilR!O •1 ] Nh+rCMM11 1++pM+MCM1I 1rGW+2+Cx1 N.CW 1rOMMCMf a 3] 11MlI 3a 3D 11rpCMhtlr11 aD MANTNE]EETIACICNfiHOB D N. a (f21AxCF10R6TOTKATHEMMIIlSl1. YxMV. IM2+pl 2IpN» 112 1pl 21*p+ rt 2 IrOM2.OMt 2 HCJ•]•prl 64tlO Np b2 l 31+pr 1 31+tl+2 l 91+CN2+R•1 3 Hp+Y+GI 9 1•C}a•4M1 9 (Y NW.O.GIWCHGY 6PAPJx3) W.6'm Np•Mp•1 a I+p•Np+1 'J 1+4M l a 1+C2•Mp+1 3 1p+2 l 3 1rGN l 3 Elm; 1MS+hGh1 9 1+p+Mp+1 a 1+CN2+p•1 3 11CNMpr1 ] 1K1r]•p+l 9 1+G+]+U+1 3 1 26 Ye•mv' 1+p+Mp+1 lrprhOhl 9 1+p+hpr1 31+p+Mpr1 ] 1rp•2•p+1 31+GM2 l 9 1•p+MCMI 91+Wl.O l D 1+tl+Mp•1 3 1•p+MCMt a 1rG+3•Grt a 1•fM9+Gr1 W CW 61d0 D ] 2 I ROLVCT,NM19® lMV6xnV3 1-CM l 21-O bW1 21+M+9 l 2I+Ch9+pr1 21+p+9 l 2 HpN•Chl �Bm] 1+p+Npr1 9 NCMNCht ] 1•Ga•G4+1 a I+p+a+Ca+l D 1lC l ] l•prNC9.1 a ylO, yyL,Typ. WMIbYMe6+]1+16+ eaex5 1+Q! l 3 lltl Nh l aa PLE CLUSTER Y. OF (3) ANCHORS /1N (SHOWN IN TABLE KEYABOVE) 1p1p D 1-l a 1.pl 1 D]]a9 D 1+G.aGl 6p3 1•Gta FT %91• (WLM•TO. 11111111, 3pa1+MI V I+MDN1 3W3 111.WKXVB 1rMl 21+p+hMl 2M31.M1 2 +E6tleeWOa9639LL...6FO6mmGbYDm1O0]loJ El�l ap] PEXREPM. OV L NNy 1111l11+r+M.++pC6Qpp9NM++++•]93M]9N++••Hpp0G64,8MM+r..1111f1t 11t1r.+rpCppMr+3hM2+•CCppMN+r111l a 1+NM1 pD $ % " 1tll N1p•9+GM11 93 11+•O+3+pN+I1 39 1+GG++31•KGAN+ a Na.610 ]1MI+iQI31M 1a MRAR.M ]p D 1+TMD•TM1 A 1+G•9+CN1 D 1+C6+I+pr1 A EXAMPLE CLUSTER W/OTY. OF f4)ANCHORS l�ity�.` u Immr P %p0+. 3/A .1A 62Y1/ O MOIAN9FTNBd@1 pfN lO�IMEIBD wVTMIC + xApOx"NT9 v�w.n� P T ANCHORAGE SPACING, XOX 1/4-72-1/4 ALUM. HOR¢ONIAL ROLLER WINDOW/MPACT 's' Vl`` •S/ONAL E�" "` u"mr�"1m+°G Ax. 6T6% a E2TwretAaze selEorvull=6wsmr.zaaw.no./ Px za6o/ a awm 1°"°6 JNd. xv/o MS a .if HTT•t6 E Im3 IAn�ea NOTES: OA48 WFE6AAM GIA95 TFPE6 C.D.EY.W.L FTrob iA MUCO a.CMS 1•WXC 2a.K ;CCNC I.CgC 1.N MTTPES: 3TINR EM'ES ]DME9 I 8 E E9 TIXIEH m1Ee 1-11<'ELWTAPCCNS a-Ila'ELC0651 CREIEilFX a•a1R81EElbg1EW3(O6f IE.NabLL IffADb 56L IEIDa SM1L IEADb bYL IEADBSu IEMA 6RLI R'AMA U�-(10A,A � aY BIaE WA) FONINSIALIATIONMN ENNQA60VEii iii B.BNB•LANI-(1A•A.Bm.IRH6) FT,OUSST MG-L6IULLNAWA IrLYrHC]N a 11QH•nrl R ungrnN ] 4Q•Irn•1 a 1•0r14tlrl a HU•Irtlr1 a Qwa-I-(1/b'HS,(W,Ir HS) TQAPE I.%GV sS .BOTHTHEDPAND XMS N.qA 1a 0+0$1 ] trtlrNtlry i 4Q•MQ•1 J 4nHrntl ] 14M'latlq ] 1+C I,M+1 a O.]/ta'LLL9•(YITA�nD.Y1CA) ANQICq DUAM1ry REMIINONOMNGED. mm. 1•FSr1•Ca•1I •r]KiKan] 1&B'L?1f flEC aY1B1MIMOMN9CNUMICT Qna f.IaAIBNNOmWB,LLaWLTD,.A •n1nNC1 ] NQrIC1 ] )) CCa'E'' C.L9 JFEOMLIC ..f1]]1It1Y/1/YYYY1I'lM81Cf1tIe0BaCP JY.YINqYY nIrCI1 3rQi I11 LBlV N)$aAH YI1.Ni6.E, ]S) aaR96' ] I.Q•14NI a ]aJ IIII-J- I1l CBTCCaF1U'aII]1'A'AEACAPWAAL (INI(I(N&1YL1SID11B1M1ICNfOC'CaEHWAA'AAQHF III1WUWAEAARD•MMAAMIdEYIlO----/-- Lt11W1I/XRUlB/BaMAHdTI'''N''BFO1.GM000BLO.XR(ORHRBEmRWRR.OMB )S 1aIEBPMCQ 11.•GCMNto-•CCRH•I1 ] N]dLDMTIAM/A IEIN0IIENt)NNNMlIT EEMFEEG5 1L&8BftBCB ]Qa IrnnrlGa L I, N•OWm..1. H) m.ma Ir0r1•CN1 niUanan]JaYQ Mmn 61IIWHY iTOCA1GM11iO1Of DUMSIONS F IIFSMEIyI 3MAUjU'AA:YA Off .1l•rQnQMr1li i MMQ] Y•'I''UD)II;CCELCLC AA666OSS 3NNMAO:NYM: TIII0O(O(l101GGYOq](O3ft1 aPNA'A''' TANM(MMMM1ISM 1+I.Ml Q] 111 3 DB6ILLa8YMFBOMCfltatlrin•1 RQR 1n11 ] 6T1.C,l.}.}.)mO}E}}AN,93YY ?L{AR E33 M.MQ3G TAE m.w MmQ3Q i+mi 1 f•Q1•Q1 ]nJ Irnrl+Ql 3 1n1+l 1dA a MWM MM n 1+IQrl 3QaQ] 1•nI.nitOAnm S)SPIVI IH9 bEFWfNTnIOOM0.SA1.EtRft N)QY 1FAANAmAA)PpNa IQ.1+mo a 1.QI+ml 31.n.1.Ml a DSUANCORWMTIM 1p.IrM-1 2a3 IM1•n.R AQSTEO8)NMCEWED A m.Ta .mamm]m0NmmaISI..R.ID.mtlQ]�DmmMI0DO3Ob6]] ETO'9• TIME66N 3n3Q3 1•nr1rQI NN»1I•rQQCCnNNr•rt11Llr•rrnQnnQn.•rrr1tlll aa]a I1rv.•anCN 1Q11Q1 31n•n•1 KMCI)ACOATFOQ /fiVx(BPPPJPPp 1:I1l11I1I.•••.r••r•QnQQnnQnQtl•••..••rrr111Mu1ltll.-•a•rr•nCQnnntlnnnh•.••arrr•.1I1111ll MN6YroOHlG1 3Q3 trQ1•Qr1QJ+M [ ]ai] :L111.••QnatlN.r1rr•CQnQN•ar•11fl :lt•arQpQn.r••11l•.•U0tl.••111 NQ1 3H3 C1Q1 (3•MGy O.GAVCHM6PAgNG) mme lrar,•CM1 R ira•1•tl•1 R ] MA3Y•. �eY{P � ,Qana.,w3 NH. ,Qna 3aaa Bft— 3 3TQaaK � a1•a.lra,Na 1aQ, tL1•a•11•a•1 ,+1rCN1•aCht aaaR a3a] 33 3a3 JRa3aaTa R T.I.n. asaaaas tuaNu,,...aaaana.rr.N•1,l,,r.M.r..nCaaC3NNr•.N.,,,,Il a L nt.nnaaaa 1,11•tl.,•aa•1 umaemmStlmal.A....mEmmmetlema'ItlpDDev0 3QKMPLE CLUSTERW/OTY.OF(3)ANCHORS IL111n,,u.r..•.auuQLtlaQna..•..••a•e,,tuNIw.....cGaaauCtltlNTR••.•a.••,,1f1t,, ,t,,1L1,•M.••..tlDCaaDa3zNM•r•..N1uIf,nl••.r.raa.ql 1C1a0 3Q(SHOWN IN TABLE KEY ABOVE) 3 110+111 3 1C01011 aL mmaa h'F23&PINY. Jam3 HtlrlrQal ] uQ•1rQN s pCNNtlH a 1+QH•QN T 4nN•nrl ] Mnq•Qq a rneF• % O K �.-1�:::••h..1 moo YQ.anN a »n.HaN a 4Q•HQ.t a Nnatra•1 a LQa.aa a YCYnGMt 3 �: V ]k'' u.mo I+a.I.a.+ a ,•tl•I.Qa1 a 1.n.1+U.1 a t•a•1•GHI 3 1.cR.,.Q., a I.n.1.cr1 a � = *�Na amm m.mD 1.a.,.ca.t 3 I•QN•Q.t a I•n.l.tlH 3 1rG»t•lat . 1•arl•LMt 3 +•ur].wI . M]G PA!LT1P. � ..,. y .w�Imn'.®o�• 9 •11 ANCHOROUANTITIES,XOSOXWINDOWS TABLES NOTES: " 1 ANCHCQl w: 1-tb'ELDO iAPCIXR ]-1/4•ELCOSS40tETEflf% 3-C12STEEL60iE110(G3) 2GLg9aTYPES Adfe'WA-(11CA.eF0.1R'A) FOx INSTALIATIONINTHE HLIRABOYE 33 a.6'IB'IAMI-(1R'A.OW.11B'H9) FT, GLASS TYPE60-LSNnLLHAVEA C. dtT VAV-119'H9,.OBq 1IPIL9) TEND LMGLASSW.IMHTHEDPNO D.T/1T4MI-(SMCADW, YtCN ANCNORWAVIIITR INUNPUNGED. E T/iC ' F.>RCfAr21•(Y1CNS,D28 LA1D-(]NPA-0------HS) SMB'HS) ANCHOR119E asuesT m GIASSTYPESAD,G,N GU1&STYPESGD,E,F,W,ILL 2,3,W000 2. CONC 1, CONC 2.3. Y]OOD I ;GONG 1,CONC ZONES wNE6 ZONES ]DNE6 ]ONES ZONEB WINDOW SIZE W v M •� 3� i i7i b i j i vi °e w � W °e a Sd 9y la S"e 2 y G b % i N.M.U.31e 48000 1.7l 2 1+C2+1 2 1+C2+1 z 1+CNt 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 3 EO.B25 N.M W.000 63.OW 41Yte'UW10-11C MYIB•A(YINJ,8M0.OR 31PSPACE, dISLAMI-(1RAAV0, 1I9'N R 1YIC WG IO-119'di YITA1MIN.7, dl6'IXi3TSPA[E.diTLNA-(119'A-060.11C1@j L 1Yif IAMi p•1/C OflY1PAPnK), d1CORYSSPALE6'ITUMI-(113'HS,.COi,1T16) J. 13N8'IAMI q•1b'dt Yle'AMaL7.Y1B•OR LI.6PACE TNCLIL6-IYfe'A.rogYfaN K tYfO LM910-1b'giYfCA1WN.),Y1COfl iM6PACE,Afe•VNI-IYIS'A.SYO.YIS'MS) L tYle'UMI10-1A'OR YIFAIMIN.1 Y1e'OIL 1b'SPME, Tl1e'UM-(Y1THS.WO, YICNa) 9. WINDOW ANCHOROUNILITIESARE PERADJACENTTPaLEPNO &LSEDONIHE FOLLO'MKKi OILffNSIONS. FON WINDONSDEB NOT6NDNN,GOroNE%T WiGEA WIIJpWIINTA&E. 1+C3+1 3 1+CN1 3 1+C2+1 3 1+C2+1 3 1+Ch1 9 1+CN1 3U.M 1+C2+1 3 1+Cz+1 3 1+53+1 3 1+CN1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1.Ch1 3 1+C3+1 3 1+Q+1 3 1+CN1 3 1+C3+1 3 1+Ml 3 1+M.1 3 1+C3+1 3 1+Ch1 3 1+C2+1 3 1+C3+1 J 48600%$8.3754&M 48000 1+C3+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 2 HC2+1 2 1+C2+1 3 1+C2+1 3 HC2+1 9 1+C2+1 9 1+C2+1 3 1+CN1 3 HC2+1 3 1+C2+1 3 1+0+1 3 1+CH1 3 1+CN1 3 1+C3+1 3 Sam N.M " IIEADeSIL't012 NAXMGgl610EOF M1£EfWOPM.CENTEflIINE le3V•MNLmu 1+C2+1 3 1+C3+1 73 1+C3+1 3 1+ 1 3 1+CN1 3 1+C3+1 9 1+CM1 3 1+Ct+1 3 1+CH1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 mm JAN69: PUNL FROLICIXWJ6AN0221f1 bNf.0.4 68060 TAafE,O X NW+2 3 M1D10ROVAMI}YPFAJAMS 1+03+1 3 1+CN1 3 14C3+1 3 1+C3+1 3 1+ 11 3 1+0+1 3 63.123x 39.3]6 dBDDD NC3+1 2 1+C2+1 2 1+Ci+1 2 1+C l 2 1+C3+1 2 1+CNl 2 1+C2+1 3 1+C2+1 3 1+0+1 3 1+C2+1 9 1+G]+1 3 1+C3+1 3 N.M HEAOAND 9ILLANCNDROUNJRTIE6 1.0.1 3 1+C2+1 3 1+C3+1 3 1+C2+l 3 1+C2+1 3 1+M.l 3 H.WD AMUSTER W(3)A ORS iIOPFA 1+5;1 3jl+�l 1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4l 3 1.0 l 3 1+CM1 4 1+C2+1 3 1+C3+1 3 KM PWS(1)EDANOgRe ALT B1�E MM VEMAN TWALSECTroK m ANCIKIR.9 TOfK AT HEAD ML 661 1+C3+f 41 3 1+CN1 3 1+CH1 4 1.13 1 3 1+C4+1 3 68000x 38.37fi 1+C2+1 91 2 2+Ch3 2 1+C2+1 '3 1+CN1 2 NCN2 2 a.= (3'MW. o.0.ANWCG 6PAaxp) 1+CN1 3l 9 2+C3+2 3 1+CN1 3 1+CNt 3 2+C3+2 3 KM 51.OW �.�fe Y4•MA% 1+C3+1 31 3 2+C3+2 3 1+M+1 3 1+C2+1 3 2+Cd+2 3 1+C3+1 41 3 3+C3+2 3 1+W.i 4 1.12 1 3 3+C3+2 3 1+C3+1 41 3 2+CA+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 Mom W.000 PRTEF. I X 4 Mro.RNLMM EXAMPLE CLUSTER W/ OTY. OF (3) ANCHORS 1+G'H1 41 3 2+G 2 4 1+C3+1 4 1+p l 3 2+CA+2 4 fi8000x 383]6 2+C2L2 9 t 2 2+ 2 3 3+C3+3 3 NC2+1 2 3+C3+2 3d80W'2+C2+2 4 l 3 2+C3+2 3 2+C2+2 4 1+C l 3 2+C3+2 3 2+C3+2 4 1 3 2+C1+2 3 2+C3+2 4 1+12 1 3 2+53+2 3 N.M 2+C3+2 4 1+( l 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) 6SM Z+C3+2 4 1+0+1 3 2+G+2 4 2+CN2 4 1 1+C3+1 3 V+ 2 4 63000 '74.Mx X376 93V'MNL +I-�t1?TYP. L� F�3•MIN. NNI 1+C3+1 2+Cb2 4 3 1+C3+1 2+C2+2 3 2 2+ 2 2+C2+2 4 3 3+C3+2 2M+2 4 3 1+C3+1 2+C2+2 3 2 2MA+2 2+C2+2 4 3 48000 fi0.626 2+C3+2 4+C3+2 4 1 2+C2+2 2+CZ+2 3 3 2+C3+2 2+C3+z 4 4 2+C3+3 i+C3+2 4 4 21C2+2 2+CS+2 -L 3 2+C3+2 2+C3+2 411 4 LYNNy YREF. X VCFHypEy�e� 64.DeD MM W.D03 2+C3+2 2+CN2 4 4 2 2 1+C1+1 3 3 2+CI+2 2+M2 4 d 2G 2 2+49+2 4 6 2+C3+2 2+C3+2 3 3 2+G+3 2+CA+2 4 d * -:* �'� C EXAMPLE CLUSTERW/O7V.OFf4)ANCHORS :-G;u• *,.�,�'�e' 2+ 2 11+C3+1 3 2.CNz 4 z+cfn 3 2+CN2 4 2.o1.z 3 L u rwrnr v4Wr a D rv[FUAaFinamrteT ALaEDaevmeemmdvm .smxme. ' HoxFx,yA>are .e.R +� P --ANCHORAGESPACINO S, OXANOXO H7NDOWS ALUM. HORZON(AL R uERTNDOW IMPACT ' O v atn o......: '+S/DNALEN •`�� Af uµeLlm Px Fx w4m c nn4%1meAro 4sFuerunLl�ew.eroa+vnauP. Px 2rma4 .0 a23m� xmF N19 f0 • If 4f1T-10 E 11f'MIN. eD.TYP. bVpOD BUCN, 03A 61 %NCRETE _ HOTE3 iSIG' A •� NMI MP1 I.NOOD 6U y NOTE 9 J. 111/ MAl. µe SWM BHW COIICROa. mm ANCHOR, NNOTE2 NOTEt DETAILA Nmez DETAILS TYPICAL FLANGE FRAME HEAD SECTIONS 1M NUX 9HW N 1N'AWLSml WIN. WOO, LONDREI[ I ANCHOR, ANCHOR- NOTEz NOTEI• ANOOB BUM NM3 -1 1M WOM BUM h DETAILE DETAILF. TYPICAL FLANGE FRAME JAMB SECTIONS LONLRETE Ax ]KO. NO E1 �SHIM { .�L.1 YA'MOP. IMM CEEIJ ea.TVP. ' MORM �BUM• . DETAILC DETAIL NM MMIOVEDIN'ELCC 2FORN APPLIGTIMINMIAMMD ECWNTY,U9EB1]6TEEL6LREN9(G6)OR1/4'SUCRETBME]tN EITTMMFIT F . SNOOD0UCKS BEPMEDINTHE6ECIIW6 ON THIS PAGEA91XARE BULN91YH09ETmAITHlgfNE09 MUM TIWI1 VC, 1A NOOU BU,m ARE OPTIONAL F UNR CAN M INSTALLED DIMmLY TO SOLID LCNmm NTKO BUM DEPICTED AS ID ME 1 VI THICA M ORMTm B6TN TIW TOTHE 6UBSTMM OF NOOO BUM TORE ENGPIEEMDBYOTHER90RP9APRIOVFD BYAUTNORRYMNNGJUP6gmX]N. lWN�FIXl ATTApINEM TOILIAIPNM 1HE MRTER W.9 W W. BE A IYMMUN 3TNENpTH Li B]B}T6 NN A MOW MIIM pF1/STNIgC TIMIW TOWTSHNp/LLNFMBEDETRUBEOFA9METO PRDVIpE NLLBUPMRTTp T14: 02MEET META6INIVJi TOTMT SHONNNM,, DETAIL,FORMIMM. THSSETIEANCMEMEALLBEA H39HEETNMSIMMESSUKSMDN9AOEME SPACIWO,IEALUMINUM.IPTHEBE YBEUSMMET,T@ RE6M:CINE OE91GN PRE89UM6MlDANCNOPAGE6PALINOFptANCHORTVPEY M1UYBE USED. A NNTER W S. INO-UgNO BUT Nm MNDFD TO HTEEI BCP£Vi9, TMT COIAE PTO LONTAm W IIH OTHQi 11N'MN DIBSIWIARIMTERIALSSMLLMEEf TXEREOUIREMENI9 CF FIANOA WIIOINO WDE. (1AM91CNU) OR FERNOTEI (U I61 COITFETB] d1 I WC (}&XXUDB143 1fRERSICg� A MIN. ED(HEALE6BIDE IA B. C. O. 6H) .: TYP. 4 INIERM (AMBDETMBCFnp EXTERM 15 9TExauNo DETAIL G (SILL) DETAIL I (JAMB) I _ '( N. szros Ml :IDDI MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries 1070 Technology Drive rove North Venice, FL34275SCOPE:This NOA is being issued under the applicable rules and regulations rning On 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 "PW 701/720/820"AluminumFixedWindow-L,M.I. APPROVAL DOCUMENT: Drawing No. MD-720-8201 titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal 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. REVISION of this NOA shall be considered after a renewal application has been fried 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 No, 11-1110.15 and consists of this page I and evidence pages Ill and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0502.03 MIAMI•DADE COUNTY F SCG� � J.(� Expiration Date: February 19,2019 i Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, 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 aluminum fixed window, prepared by Fenestration Testing Laboratory; Inc., Test Report No. FTL--7212, dated 03/21/13, 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 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. H. (Subutitted under previous NOA No. 03-1105.01) ' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite8 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. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212; dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. . 4. Proposal issued by Product Control, dated 07/26/12, signe&by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTIr3835 and FTL-3850, dated 07118 and 31/03, all signed and sealed by Joseph C. Chan, R E. (Submitted under previous NOA No. 03-116S.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on. 02/19/14. Jaime D. Gascon, Pam, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February19,2019 Approval Date: July18, 2013 E-2 GENERAL NOTES: SERIES 72MO IMPACT -RESISTANT FIXED WINDOW 1) m13 %iODUCf NA9 PFEN OEN WIEO a n!SiED i° BUWMY W , REOVPIEMES WL SVM W°COOE•MIXMWO mE NG44EL°GIY MIMGHE ELNELM}IQ R)9XUTIEAB ARGNOI REOVO/F➢WNENLOEDIN Nn]°BDRNEOFPAI9NE0111XEUlAlFA0.A88 WBMLlWWWSWMCXN1E.mENNYNI YIE(CLP)WIM18i TEiEmPEnFA nµLNWD BUtl(91E89114N 41?nYL%APFMBF WH610EM01%WSINMTI44S IXYA008VG9IAE BPR W eu v DxR Is wsTAtteB DvaFs4r ro susmum. YRgDBVLAB DEPICIEOMGYME 41?l1AF(pt OPFATE0.1%PIG R%WJIXaLMEN VBEO)9NHLBE DE910NED M PPDPEMY 1RM' SFA L4NG 14 n1E BIRUCIURE NV OD 9VIX DELD11 NN INaiILUmI'i I9 1fIERE9PON&BM1ITYDFTIEENaINFFIL1EdP14t MDNI]ED] of RECdi0. 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O,� FUNOE GRAMS 2 FQMA EG FPAME H2M G0 T6 O H266, 908iT6 - �- 3 FIF H268, B083T6 J-::+ a �— L i-^ .1 ry� _..I —' I- I GN LYNN y * Na aS,Oa TNB_IAMI OGIASS BfA0R1G IIO ING O BFMING INBTAl1AlI0N Be FAGTENERCGVER �.O'. �.l t APO+., epA '�.�n_�gro� H266, 000.115 HRS/�HB3T6 uno, 00&iTfi 8� Mr�1A}�M1lJ'M MIAMI-DADE COUNTY �Sl'111i1- PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.¢ov/economy DAB Door Company, Inc. 12195 NW 981h Avenue Er Hialeah Gardens, FL33018 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. RBR 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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide with Window Lite Option (DP +36.0, -44.0 PSF) APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with last revision K dated 03/0912015, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT BATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, modellseries number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 ofNOA. 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 renews NOA # 14-0914.10 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 Carlos M. Utrera, P.E. NOA No.15-0304.01 Expiration Date: July 21, 2020 1S Approval Date: April 23, 2015 TO/i` ; Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with last revision J dated 11/07/2014, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.12" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of"DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4200, dated 05/02/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3204, dated 01/20/2011, signed and scaled by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated 01/21/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of"Sectional Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI03-1329, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted 0-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA 414-0814.10" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. a4 l��jp)S Carlos M. Utrers, P.E. Product Control Examiner NOA No.15-0304.01 Expiration Date: July 21, 2020 Approval Date: April23, 2015 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 11-0424.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/07/2011, signed and scaled by Javad Abroad, P.E. 3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-0128.02" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoa n, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/2912017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/1112017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 0212412016. "Submitted under NOA # OS-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-AO02, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Bum Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/0612004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 14-0814.10" 1. Statement letter of code conformance to the 5" edition (2014) FBC and no financial interest issued by AI-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Abroad, P.E. Carlos Al. Utrera, P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E -2 V B\O N r-e a sums le a isaw�: "Y - re. laps �Y'e' a ]61tlM m [[IY9 PI 52NM ]i e ] aro1mY PI N ..1. LIx. 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CM YAilml Kw N G i5) 5161 uW • RASNc C25 MIAfJNP]ER O or DE FRC SEE EVIDENCE PAGE uu L J]6 8@ EY]ERM ER 4E • INTERIOR E]i1ME RM M ONE PIECE BU61@N MO M CHE PIECE WECIION RAGED PANEL EMDp55ED DDDR WH OPRON& MNDGMi © _ MNDDr NES CM SE IN ANl' EG MN IN DDDR SE M _.IA J DM S[P w4.,5I` o WENCH .. b. i,uQl'lltlAE15 0.°N . � to DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98'' Avenue Hialeah Gardens, FL 33018 MTA511-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175.2474 T (786) 315-2590 F (786) 315.2599 www.mtRm1dade.aov/economv tEal 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 shalt 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: hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4" Wide w/ Winslow Lite Option (DP +50.0,-60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision I dated 11/03/2014, prepared by AI-Farcoq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive, and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 afterthe 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 -bade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 12-0110.06 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 Carlos M. Utr era, P.E. rj/ � Z(o�201S NOA No.14-0814.04 Expiration Date: August 9, 2016 Approval Date: February 5, 2015 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door', sheets 1 through 5 of 5,. dated 02/01/2001, with last revision I dated 11/03/2014, prepared by Al-Fatooq Corporation, signed and sealed by Javad Abroad, P.E. B. TESTS "Submitted under NOA # 09-0128,04" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA, Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Subinlued nuderNOA # 09-0128.0411 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 01-0516.0311 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering . & Testing, Inc., Report No. HE, 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. 0 ft, .lOtS Carlos M. Utrera, BE. Product Control Examiner NOA No. 14-0814.04 Expiration Date: August 9, 2016 Approval bate: February 5, 2015 E-1' DAB Door Company, hie. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. C. CALCULATIONS 1. Anchor verification calculations prepared by AI-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.04" 2. • Anchor verification calculations prepared by At-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS L . Notice of Acceptance No.13-0717.01, issued to SABIC Innovative Plastics, Tor their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11129/2017. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01111/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228,02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5'b edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ali ad, P.E. DI /y6I�r5 Carlos M. Utrera, P.E. Product ControlExandner NOA No.14-0814.04 Expiration Date: August 9, 2016 Approval Date: February 5, 2015 E -2 BfON-IauT� fM - HY IMI'W 'A W �TMw� 1wYw Hl0[C v'sNas -wN Sun MVIe'.xsvRT '3AY '1LL @8 M'N — 3 mavov m > awnva¢wmn 'ON] SHOW e NoutlH HW OOOHtl3 H000 30MN0 T 0103S x000 s�ana xu � - yyq °fit •� N 8 S a 9M RIM H8 all f E qe jibgal uam� mw -o-ai ua6x fioao- C� .le -a. rQ .vl -n - I V go Y:n Y:n :•Eg!ln�$$:.ee!�6L_£5a . .. !1 «!e$6 _$fie{ _b ate' n OY12E R J CM 10 IK3tt NE'RaR 8('SWULE SELUNDY cu R' PbiK1ID IN 8/I6' YN No W CQIIFA SIYF Pa4]xW0) AT M IN flF IE4EL calurW. Slcv Y'JAutn x sa ON fCll(N a x N Ol OWF NsinIFA to uvaw wlc ax swcT mlmmw xoc ., I�YA vu¢Y may � rosins rws wn Y sa , am•.. ' w slu mx ylr POP num � u• as slii w.m uo Ie sum ro vxa q p) ana' mrtlz ?m 0 Yemen- zaz 1-a/Ir 1YY11a'YJY M.1%' slm ma oavx]rs s¢ slm a rW mmNo 3-In' Y A]r auv. snu maw low] 3-In• Y a• ] orslrum W i%`fn• Y 1• rn NO, INTERIOR EIUE 1Ar. 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