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WS-14-242Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209907 Permit Number: WS -2 -14 -242 Scheduled Inspection Date: April 02, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: BACHAY, JOHN Work Classification: Window /Door Replacement Job Address: 9328 NE 9 Avenue Miami Shores, FL Phone Number Parcel Number 1132060020060 Project: <NONE> Contractor: DESARATA BUILDING CORP Phone: (954)325 -9948 tiuuaing uepanment comments REPLACE 4 WINDOWS WITH IMPACT Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP - 206884. Contractor must on site to verify April 01, 2014 For Inspections please call: (305)762 -4949 Page 23 of 42 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 �. Tel:. (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 _P (I 0311 Owner 6f BUILDING ` Permit No, PERMIT APPLICATION Permit Type: UILDIN G JOB ADDRESS: 932 F N FEB 1.0 2014 FBC 20 Master Permit No.W.5 -/ V - d g, ROOFING City: Miami Shores County: Miami Dade Zip: oli /Parcel #: — 3 ^ 0 0 a 0060 NO Flood Zone: Is the Building Historically Designated: Yes r OWNER: Name (Fee Simple Titleholder): JaHA) -A. 6A014Y Phone #: 3 04-- 7 S 4F — z % % 00 Address: 1302 F NE 9 /" yE City: /K/AWi J//OXEN Tenant/Lessee Name: Email: 4Lb CONTRACTOR: Company Name: Address: City: Qualifier Name: State: Fi- Zip: 3.3 13 � State Certification or Registration #: n 2— 1 S-0—q Certificate of Competency #: Contact Phone #: !9 �� ;3 Sr 2 Email Address: a m) DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $` &To Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew C�fRepair/Replace ODemolition Description of Work: Kle�; r'ot'or thru tile: Submittal Fee $ 0 Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ \ � I . 6 in LIE Bonding Company's Name (if applicable) ' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A /Vk o l ,&me c .,P_ Mortgage Lender's Address /) o '60 / ?® City A 1 Af / V it IL Y State C 4 Zip � � 2_ Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNT �.o YOUR FAILURE TO RECORD A. NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER—OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the reN�r(ed notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building petmit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Ag6t' The forng instrument was acknoyczladged before me. this dayof ca _2 ,by_: _ who i ,t a1YaI known to or who has produced :s identification and who did take an oath. NOTARY PUBILt_: v Sig Print: _ —_ — f— My Commission Expires: SAPIMPP-Mv � Contractor The foregoing instrument was ac ow ed before me this -6 P. y'o ' I a r , 20 , by J°f o e_ Z) e4 who i e nally o me or who has produced as identification and who did take an oath. NOTAKY PURLIC. APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print-. �- MyC AN" H V . NV.ES , • ;�i `r', N o t -try Public - State of Flo da '` My Comm. Expires May 17, 2016 up Branded Through National Notary Assn. Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING FBC 20 Permit No. Master Permit No ROOFING City: Miami Shores County: Miami Dade Zip; Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Phone #: City: State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Phone #: Address: City: State: zip; Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: _ Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New 'LJRepairMeplace _ .. Demolition Description of Work: Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $. Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ _ a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature y Owner or AgV1 The for5oing instrument was acknowledged before me this day o&&Lve , 20 , by ) , who is personally known to or who has produced '/ As identification and who did take an oath. NOTARY PUBLIC: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk bider Expir L. we dW S Cian.1 1�� } itx i she prcvia On$ p£ C.map1"- 1. on .date: AUG: 31'.1 a : � tir t AGf,�RD CERTIFICATE OF LIABILITY INSURANCE DATE 02/05/2014 PRODUCER Gulfstream Insurance Agency, Inc. 5833 Johnson Street Hollywood FL 33021 - THIS CERTIFICATE IS ISSUED AS 'A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED Desarata Building Corp, 3523 Griffin Rd. Daai.a FL 33312- INSURER A: Accident Insurance Company -VZM—B;Bridgefield Employers Ins Co. INSURER C: INSURER D: 1 ZOURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER PDOLICY FF CTIVE POOLLICY EXPIRATION Lu�178 A GENERAL LIABILITY X COMMERCIAL GENERALLIABILITY CLAIMS MADE rx-� OCCUR CPP0000749 -02 02/03/2014 / / 02/03/2015 ! / ! / EACHoCCuRRENCE 3 1,000,000 FIRE DAMAGE Wy am ft) $ 100,000 MED EXP LArri are $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE LRIMQIIT..APPLIES PEP. X LILY JECT LOC PRODUCTS - COMPIOPAGG $ 2,000,000 Al 70M BILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRW AUTOS NON- OVJXED AUTOS / / ! / / / / / / ! / / COMBINED SINGLE Lmrr (Ea eaideng $ BODILY INJURY (Per person) $ BODILY INJURY (Per ems) $ PRDPERTYUAMAGE (Pa eeadeM $ i3ARAGE LIABILITY ANY AUTO ! / ! I AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: $ $ B EXCESS LIABILITY OCCUR FI CLAIMS MADE DEDUCTIBLE RETENTION $ IMOPP E9UAgi�IJTYATIONAND OTHER 830 -38411 / / 09/28/2013 / ! 09/28/20147x EACH OCCURRENCE S AGGREGATE $ $ y� gT TORYLIA i O R $ E.L EACH ACCIDENT $ 11000,000 E.L. DISEASE -EA EMPLOYEE $ 1,000,000 EL DISEASE - POLICY LIMIT $ 1,000,000 DI CRDI IION OP I F BRAT10NSILOCATIONSNEHICLEWEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS NCOTICV.ATC U^. I1C1'f I I ____.. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER HALL ENDEAVOR TO MAIL 10 DAYS wmTmN Nowoii To THE CERTIFICATE HOLDER NAMED To THE LEFT BUT Miami Shores Village Building Dept. FAILURE TO DO SO SHALL No OBLIGATION OR LIABILITY OF ANY KIN THE 10050 NE 2nd Avenue INSURER ITS AGENTS OR TATIVES. AUTHORIZED REPRESENTA Miami Shores FL 33138 - ACORD 25S (7197) ® CORD CORPORATION 4988 *, INS025S m9io).oi ELECTRONIC LASER FORMS, INC. - (OW)327 -am Page 1 of 2 i 115 S. Andraws A� e , Rm. A -100, Ft. Lauderdriki, FL 3„ 301- 1E19:�5, 954- 831 -4000 � VALID OCTOBER 1, 2013 THROUGH SiI iPTEFAMEER 30, 2014 � - DBA: Receipt 41:180-2618 I Business Name: DE, ARATP. BUILDING CORP GENERAL CONTRA :'TOR (CER BU:a ne33 ��` "ii:GENERAL CONTRAZTOR) I Owner Name: RIC!4ARD EDWARD HOWERTON Business Location: 3523 GRIFFIN RD DATA IA BE kCH Business Phone: 954, -434- x/'903 Busino is Opi*11eC1:12/12/1989 Stint "alcounfi! f /Cervitepi:CGCO21804 Exem;j ltion Cud ii,: i Rooms iea>te. Employees I Oachines ' 8 Number c For Vending Business 41r:,y CO Machin as: Vey lding F -Tax Amount Transfer f °ee NSF Fee Penalty Prim /ears 27.00 U�00 h -- 0.00 2.70 0. Professlonigs ;collection Cost I Tctal Paid 0.00 29.70 THIS RECEIPT MUST EIE POSTED CONSPICUOUtihll.Y IN Y )UR hU14CE OF BUSINESIS THIS BECOMES A TAX RECEIPT This tax is levied for the privd;'ege of doi- g business within Broward Courry and is non - reguiatory in nature. Yo�,1 must mei t all County and/or Municipality planning WHEN VALIDATED and zoning requirements. TI11is Susinei:. Tax ftmgpt must be transferred when the business is sold, bus' 9:-,s name has changod or you have moved the business location. This recei�:,t does no; indicate th sr: the business is legs l or that it is in compliance with State jor local lace > and reguledlons. Willing Address: RICHARD EDWARD HOWERTON 3523 GRIFFIN RD DIMIA, FL 33312 - - - -- - - -- - - -- - 2013 - 2014 YisceiPt #05A -13- 00000348 V U41 10/ 0 :1/2013 29.70 ED Cl v IBM rl )p0 Vs -Td Q-� &C— it, ACE40 l g3a8' #J e cl Av15 a w �.� v;Aj vat zpgojs -SA 90 a ✓a e lfif\ 7/0 r 0 � T t f 9328 NE 9t" Avenue Miami Shores, Fla. Window Replacement Structural Calculations January 31, 2014 RHEG File #1406 Roberto L. Hernandez, P.E. Professional Engineer FL PE #53855 531 NE 76th Street, Miami, FL 33138 ■ 786- 325 -8093 5 rhengineeringgroup @gmaii.com 4 . 1• T i ' 9 w RH Engineering Group, Inc. 531 NE 76th Street SHEET NO. of ENGINEERING Miami, FL 33138 CALCULATED BY DATE ' U P www.rhongineerinWoup.com CHECKED BY I DATE � SCALE JOB � ► RH Engineering Group, Inc. SHEET NO. OF 531 NE 76th Street ENGINEERING Miami, FL 33138 CALCULATED BY DATES" ¢ ` U P www.rhengineeringgroup.com CHECKED BY DATE SCALE RH Engineering Group, Inc. 531 NE 76th Street Miami, FL 33138 www.rhengineeringgroup.com SHEET NO CALCULATED BY. CHECKED BY SCALE c V OF DATE DATE ......... ............................... , . 7 f Project: John Bachay Prepared by: RLH 1/19/2014 Software licensed to: RH Engineering Group Phone: 786 - 325 -8093 Email: rhengineeringgroup @gmail.com Wind Simple Version 1.0.0 9328 NE 9th Ave. Miami Shores Input See ASCE 7 -10 Section 26.3 for symbol definitions V =175 mph Exposure Category C h =25 ft L =50ft B =40ft Hip Roof. Pitch = 4 :12 This is a valid Class 1 building Topographic Factor Specify Kzt directly Kzt for walls =1.00 Kzt for roof =1.00 Main Wind -Force Resisting System ASCE 7 -10 Directional Procedure, MWFRS - Chapter 27, Part 2 This procedure applies to wind loads of enclosed simple diaphragm buildings, as defined in Section 26.2 AIWFRS Wall Pressures (psi) Wall Total Windward Leeward Side Internal Ph 68.5 55.7 -35.5 -50.0 +/-11.3 PO 65.8 53.0 MWFRS Roof Pressures (psi) Zone 1 2 3 4 5 Load Case 1 -53.6 -43.3 -66.5 -59.3 -48.7 Load Case 2 18.6 -19.1 0.0 0.0 0.0 NTWFRS Roof Overhang Pressures povh @ Zone 1= 40.2 psf povh @ Zone 3 = 49.9 psf Pressures indicated are applied to underside of overhang on windward side only, simultaneously with other roof pressures S.K. Ghosh Associates Inc. 1 334 E Colfax Street, Palatine, IL, 60067 Page 1 of 2 www.skghoshassociates.com t � Project: John Bachay Prepared by: RLH 1/19/2014 Software licensed to: RH Engineering Group Phone: 786 - 325 -8093 1 Email: rhengineeringgroup @gmaiLcom Wind Simple Version 1.0.0 9328 NE 9th Ave. Miami Shores Components and Cladding ASCE 7 -10 Directional Procedure, C&C - Chapter 30, Part 4 This procedure applies to wind loads of enclosed huildings, as defined in Section 262 C &C Wall and Roof Pressures (psf) Effective Wind Area (sf) Zone 1 Zone 2 Zone 3 Zone 4 Zone'5 Toad Case 1 Load Case 2 Load Case 1 Load Case 2 Load Case 1 Load Case 2 Load Case 1 Load • Case 2 Load Case 1 Load Case 2 10 -67.8 42.7 1 -118.0 42.7 -174.5 42.7 -80.3 74.1 -124.3 67.8 20 •66.6 41.9 -113.8 41.9 -168.3 1 41.9 -77.5 70.1 - 115.5 64.2 35 -65.6 41.3 - 110.5 41.3 -163.4 41.3 -75.2 66.9 -108.4 61.3 C &C Roof Overhang Pressures (psi) Effective Wind Area (sf) povh Ps @ Zone 2 @ Zone 3 @ Zone 4 @ Zone 5 Load Case 1 Load Case 2 Load Case 1 Load Case 2 Load Case -1 Load Case 2 Load Case 1 Load Case 2 10 - 118.0 42.7 -200.7 49.1 -80.3 74.1 -124.3 67.8 500 -118.0 1 42.7 - 180.6 1 44.2 -64.3 51.8 1 -74.6 1 47.5• S.K. Ghosh Associates Inc. 1 334 E Colfax Street, Palatine, IL, 60067 Page 2of 2 www.skghoshassociates.com 1 � Project: John Bachay Prepared by: RLH 1/19/2014 Software licensed to: RH Engineering Group Phone: 786 -325 -8093 1 Email: rhengineeringgroup @gmail.com Wind Simple Version 1.0.0 9328 NE 9th Ave. Miami Shores Input See ASCE 7 -10 Section 26.3 for symbol definitions V =175 mph Exposure Category C h =25ft L =40ft B =50ft Hip Roof Pitch = 4:12 This is a valid Class 1 building Topographic Factor Specify Kzt directly Kzt for walls =1.00 Kzt for roof =1.00 Main Wind -Force Resisting System ASCE 7 -10 Directional Procedure, MWFRS - Chapter 27, Part 2 This procedure applies to wind loads of enclosed simple diaphragm buildings, as defined in Section 26.2 MWFRS Wall Pressures (psf) Wall Total Windward Leeward Side Internal Ph 70.7 55.2 -38.2 49.5 +/-11.3 PO 68.1 52.6 MWFRS Roof Pressures (psf) Zone 1 2 3 4 5 Load Case 1 -53.6 -43.3 -66.5 -59.3 -48.7 Load Case 2 18.6 -19.1 0.0 0.0 0.0 MWFRS Roof Overhang Pressures povh @ Zone 1 = 40.2 psf povh @ Zone 3 = 49.9 psf Pressures indicated are applied to underside of overhang on windward side only, simultaneously with other roof pressures FM S.K. Ghosh Associates Inc. 1334 E Colfax Street, Palatine, IL, 60067 Page Iof 2 www.skghoshassociates.com Project: John Bachay Prepared by: RLH 1/19/2014 Software licensed to: RH Engineering Group Phone: 786 - 325 -8093 Email: rhengineeringgroup @gmail.com Wind Simple Version 1.0.0 9328 NE 9th Ave. Miami Shores Components and Cladding ASCE 7 -10 Directional Procedure, C &C - Chapter 30, Part 4 This procedure applies to wind loads of enclosed buildings, as defined in Section 262 C &C Wall and Roof Pressures (psi) Effective Wind Area (sf) Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Load Case 1 Load Case 2 Load Case 1 Load Case 2 Load Case 1 Load Case 2 Load Case 1 Load Case 2 Load Case 1 Load Case 2 10 -67.8 42.7 -118.0 42.7 -174.5 42.7 -80.3 74.1 -124.3 67.8 20 -66,6 41.9 -113.8 41.9 -168.3 41.9 -77.5 70.1 - 115.5 64.2 35 -65.6 41.3 - 110.5 41.3 -163.4 41.3 -75.2 66.9 -108.4 61.3 C &C Roof Overhang Pressures (psf) Effective Wind Area (sf) pooh Ps @ Zone 2 @ Zone 3 @ Zone 4 @ Zone 5 Load Case 1 Load Case 2 Load Case 1 Load Case 2 Load Case 1 Load Case 2 Load Case 1 Load Case 2 10 -118.0 42.7 -200.7 49.1 -80.3 74.1 -124.3 67.8 500 -118.0 1 42.7 - 180.6 44.2 -64.3 51.8 -74.6 47.5 S.K. Ghosh Associates Inc. 1 334 E Colfax Street, Palatine, IL, 60067 Page 2of 2 www.skghoshassociates.com MIAMFDjADE MIAMI DADE COUNTY. FLORIDA I �� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 1 1805 &W. 261' Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMBUSTRATION DIVISION T (786) 315- -2590. F (780 315 -2599 _NOTICE OF ACCEPTANCE (NOA) wwwm ldade.8ov ra! PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County 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�ade 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 "SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -7A titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09 101/2005, with revision "D" 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 aeplicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if time 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. 11-0405.10 and consists of this page 1, evidence pages F,4, E-2 and E--3, as well as. approval ,d9cument mentioned above. The submitted dor.AionftOon was reviewed by Jaime D. Gascon, P. E. 1AM NOA No. 11-1013.14 NTr �W/'1 Expiration Date: March 26, 2016 ` 11 Approval Date: November 03, 2011 to Z� Page 1 PGT Indus ,'es NOTICE OF ACCEPTANCE: , K3MENCE 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 f 41' dated 09/0112005, with revision "D" dated 10/0712011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Tests per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI11,4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted ander previous NOA No.07 -0322.06) 2. Test-reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 :�� °;.:,. t 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 ISM -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Skbmfted under previous NOA No. 07-0322.06) 3. 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 Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Subm1ftd under previous NOA No. 074322.06) 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 FTIt4649 and FTL -4723, dazed 10105 and 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted underprevious-NOA No. 05-101&01) t A. Ja a D. Gaseo P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 E —i Approval Date: November 03, 2011 } PQT Industries NOTICE OF A,CCEPT,PCE: EVIDENCE SUBMITTED B. TESTS (coN muw) 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 24113.2.1, 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 F"TL -4650, dated 08/11/05, both signed and sealed by Edmundo ' Largaespada, P. E. (Sabi ;d ted 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 F'TL -4948 and FTL 4646, dated 08/10/05, both signed and sealed by Fdtnundo_ Largaespada; P. E. (Submitted under previous NOA No. 03- 1018.01) C. CALCULATIONS � ; 1. Anchor verification calculations and si udtigd analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E.. Complies with ASTM B1300 -04 (Submitted under previous NOA No. 11-0128. 03) D.' QUALM `ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB InterIayer" 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 Vsixem- -vlear and color interlayer ' dated 05/05!2011, expiring on 05/21/2016. Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1013.14 i Expiration Date: March 26, 2016 Approval Date: November 03, 2011 r. >� •�rP b E-2 PGT Industvies a NOTICE OF A„ ACCEPTANCE: EMENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC -2007 and FBC -2010, dated October 07,201 I' 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 F Ir"957, FTL -4958, FTL -3063, FTL- 4645, FTL -4649, FT "723, FTL -4947, FTL -4650, FTL -4948 and FT"646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 032206 and 051018.01) G, OTHERS 1. Nodca,ot Acceptance No. 11- 0405.10, issued to POT Industries for their Series "SH 700 * Aluminum Single Hung Window -- LALL ", approved on 04/21/2011 and expising, on 03/23/2016. At. .s._:. E -3 } 94 Jaime D. Gas u, P. E. Product Control Section Supervisor N ©A No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Fes- 2.784 -{ �" I O FLANGE FRAME HEAD 0002A, 6003-TO n FLANGE FRAME JAMB 940K 60WT (USED AS RADIUS TOP HEAD) 1.942 .06W2 Igo 21 FIXED MEETING RAIL 23 94084A,6o83HD -Te 2J 30 2.130 I II 8 or 6o I FLANGE FRAME SILL MM _ �l� OSASH STOP x.8083 -T6 T 1.707 .flea SASH TOP RAIL 940060,6083H6•Te SEALANT OR GASKET . �- 1.619 -� 736 i AT AND BILL 040 VIEW D-D (1M & nHEAD &881, RADIUS TOP BILL) (RADII OVER _ FRAME CORNER CO_NSTRUCI 063 94, 8065.76 m ---•I 1.166 fi•-- p� 2528 1 �8- •}t- -� 1 41 GLAZING BF .611(r 940588, 6083 -T8 1,879 31 SASH SIDE RAIL 94008, aaa.T6 28 SASH BOTTOM RAIL(LM 04007.6085•T6 879 1 I 1'� ►I wa 42 G . SAW 940448,6083.78 IT (USED W/ GRILL X11) SEALANT ALONG ENTIRE JOINT h /• -I,F. FRAME ©� WELD ALONG SCREW BOSS (2) ONLY) GLAZING BEAD`7118" Qc 3 248 g� 94222, 6083•T6 04 odo u� mnro� 2.e36 .683 JLrA _ �. GLAZING BEAD 13/16" 10 •��`�� +, V �aY N•a s & V.. #4067. U63-T6 FLANGE t SILL (HIG SASH BOTTOM RAIL (MGM GLAZJNNGB�7111V No• 570 F �TO c� '6P•,k �• (USED VW GPU KIT) � Jd H P�-.T usronrs • �N 14ml O ivCMU 07G8S A i A & FP"E corw6Frat 8 o pp, �� +. .u.vm..ol"%w& c rwivv vvrrvuvvV !Mf fi(i! �i�� vr NDI MIXIILIM4 1, yly Bums ae A LYIGN14111 -- sMa4 H81f T • !1 4M.0 0 FL REA omi Ili so 47 FRAMF- I F. HEAD #MIA, 6083-TO A@ FRAME, I.F. LOW SILL . #407 k 003•T8 ascomthinvdUmmaAft 60 FRAME, I.F. JAMB & 4 #4074B. 6003-TO MW AS M" TOP HM) F"V—WWW FjFw-~1 A. pz 9 UM TMW I I �vm I—NM 1-9 -1 11 jlv FL REA [a MM 13MIPLAM A IVENIN OAK onown, (va-Mmurpo RMASM3111MAM 118'r.AIRSP ACE, O/le LAM, (iWA.090fo.INM 48 L GLASIL 1311 LAM a. SPACE, 51I LAM aaM 090 89 RALASSf-131I8" LANKRI Agt AiC 718' 3REMS153 go In5MI3119' R, iffl'UR IM -4 AC 7h8' P19'A=PWSMWMS) _!!JL %M 13119'LM R I18'T.A1RMAr-F,7RV_W 0161MAO PY%M"M omi Ili so 47 FRAMF- I F. HEAD #MIA, 6083-TO A@ FRAME, I.F. LOW SILL . #407 k 003•T8 ascomthinvdUmmaAft 60 FRAME, I.F. JAMB & 4 #4074B. 6003-TO MW AS M" TOP HM) F"V—WWW FjFw-~1 A. pz 9 UM TMW I I �vm I—NM 1-9 -1 11 jlv FL REA 9 NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) V FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15118 `/ (LOW SILL) SEE NOTE ABOVE ULTRALIFT 12 ONLY ULTRALIFT 12 ONLY ALTERNATE HIGH SILL or.m.. UMUMFL N Hi — ECTlO1 pNOI FL' 4 [ ..bi r S '�0" striae LYNN ��0.•�p�NSF SECTION C-C = k ; No. wroa RADIUS TOP DETAIL- FLANGED VERSION) _ _ . A,�✓ Il�ol"w ) fW WINDOW IMPACT i 6 ar 71 D A a 404G2fl . ' FL k is 83 W MAX. FLANGED WIDTH 621/8" MAX. I.F. WIDTH 0 5W MAX. FOMM DLO (ALL) D-n 76' SEB DLO /ifj I LF. TABLE /� p .,J HEI SEE DI I F °V TA VENT DLO (ALL) DETAIL A 1/1 DETAIL B VIEW (STANDARD SASH) I 76' MAX 178' AX Sim DLO I m INT HIS IHT T Q % 78' MAX. TABLE O RANGED RANGW I HT SEE DLO TABLE X j I SAS SEE DLO TABLE X BAS AS H HEIGHT HEIGHT B v DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) T NOTES: 1, SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 TFIWXM 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B S CARE BASED ON A THREE OVER TWO FORMAT. P "MIL i N0IWdAB,RL3/1N . 0.1 I ar X VERTICAL DAYLIGHT OPENING DETAIL OfED E LO BILL HIGH BILL A 1 341/2' 34311 8 418/8" 411/4' C 41 IW 40 7/8' D 82 8/8" 6211/18• 821/4° 82 8/18' SAS DETAIL LOW SILL HIGH - SILL A 34112" 34 3/18' B 27 7118" 27 1/8 x .0 27 7/18° 71/8° rD 18 3/W 18 AE 18 318 r 163/4° 8. 4 a 11 1 404420 76' MAX I.F. HEI¢FR 178" NOTE 4 1111 � ��.j��.• J�,NBR' �' R * iii ,� ; Np, 88708 t1 M toll a LYi�1TPllllLL. .. 1M FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH OLABB TYPE 83" I 88" or 70" . Tr 74" TABLE 1. 78" 48' A.9, +80.0 -80.0 +$0.O 80.0 +80.0 80.0 +80.0 40.0 +80.0 40.0 +80.0 -80.0 +80,0 80.0 BD' A,S,M +� 0 •80 0 +80.0 SO.0 +80.0 80.0 +80.0 -80.0 +BOA •80.0 +80.0 80.0 +79.0 79 0 , .M +80.0 80.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 +78,8 -78.8 +77.3177.3 +67.6 +76.9 -78.9 to M8" A,S.M +80.0 80.0 +80.0 -80.0 +79.8 79.8 +78,2 78,2 +78 9 78 9 +76 4 78 4 +74.0 74.0 IIP TO 83 C, ,E, HHA L +80,0 -80.0 ++i0.0 -30 0 180 0 -80.0 +800 -80 0 +8p.0 •80 0 +800 -80,0 +90,0 80.0 STANDARD VIEWS RADIUS TOP FLANGE OR MTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIMM GLASS TVPE 38 318" I 44" I 60 08" W" 72' 74° TABLE Z 78" 48" A. +80.0 80.0 I +80.0 •Bp 0 +89.0 '-90.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.01+70.0 d0' A,B,M +80.0 +80.0 -80.0 +80.0 80.0 +79.9 78.9 +70.0 -70.0 +70.0 700 +70.0 70.0 82" , +80,0 +80.0 40.0 +800 -80.0 +78.9 -70.0 +700 •700 +88.8 88 8 +67.6 87.8 83 QA, +800 g-Ko +800 .0 +80.0 80.0 +78.0 18.0 +88 0 88 0 ' +88 7 80.7 +85,6 86,6 UP To 03 P, ,H.1,J,K, +80.0 +80.0 -80.0 +800 80.0 +800 800 +7p.0 700 1700 700 +70.0 700 :Mz:: RAE. �o' MEETING RAIL x CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 3. BASED ON FLANGED W NCIOW TIP-TOmYr PME DIMENSN)AI8 WINDOW HBTOHT SASH HEIGHT (A x WINDOW HT. WI BASH - 76' FLANGSD AND 76" FIN) W a �JS WIDTH MASS TWE 471!8" I 2211"6° Z0 3J16" 33 314" 1 39 d118" 1 4413116" 1 80 3W 8818!16" '� SASH 83 wr AILF d L +800 1 800 1 +80.0 1 800 I +800 I 800 I +80.0 I -84.0 100.0 1 70.0 1 +700 1 70.0 +70,0 70,0 +700 70.0 HT. MEETING RAIL GLASS TYPES,. TEST REF1?RTB TABLE 4. x A. 016° LAME • llrA,.090118 A FR.- 4847, 4048.4723, 4987 8.016° LAMI. 1180 .OW. F11r4847 4848 C, 8116" LAMI- (1111"'.0mligm FTL.4847, 4848 0. 7118" LANI- Of !MA,0110, 3/76"A) FTL -4846, 4886 E. T118' LANG - 0116'A. -090, 3"vm) FTL -4846 . i Aam- od4m a mn 14wwa% C" OAL 0.13118" LAMI IG - I& T. AIR SPACE, 6118` LAMI. 11WA490,11VA) FTC -4848, 4723 K 13118" LAMI 19 - 'Iff T. AIR SPA 6118 LAMI - UB°A„000, F'ILr4646 L 19118' LAMI Ki • 911x' AM SPACE, 6118• LANG • WHS,.000,WM) ' FTL'4848 .L 1311W LAW I*'- IM -AIR SPAM 711W LAMI • 18"A,.I, 3118° + F74q$A9, 4860 K 113118" LAMI 10 - W l A9t SPACE, 7110' LAMI - lr k.09% 311 M020.40110. 4988 S ' 13110' LM 10 - IW,. AIR SPACE, 7118° LAW • 18 HS..M. 311 , 4860 i M. 13118' LAW 10 AIR SPACE 018• LAMI -I(ilVA,,CK IMN&I FTL1083 � NOTES: 1. WINDOWS WITII THE LOW BILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRES8UMARS UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED T0a- TO-TIP FRAME DIMENSIONS. 3, AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618" MINIMUM TO 36• MAXIMUM.A .F 11/fSd09 8 S •• POp� 162a 'Z `•"�'�"`� n.__ vurv�.c 4 v rrrnuvrr uwTFiui! r� �,... --��• NOIOa R8 1, "s Now A LYNN P.E P K EVUQb J,L _ ?1$4N7 _ 8U/f0p NT 3 8 a if 404b•20 D FL P.E,6 X708 Y' 4 't� C41 4} C 80,81 Or C 112° NOM. GLASS SITE 88,84 Ea::EJ 1B° ANNEALED OR HEAT STRENGTHENED GLASS .= SOLUTIA OR DUPONT PVS INTERLAYER 118` ANNEALED OR HEAT STRENGTHENED GLASS 6118° NOM. 6/18® LAMINATED GLASS )M. Sn 080 SOWTIA OR DUPONT PVS INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 7118" LAMINATED GLASS 1W A?RMALED OR HEAT STRENGTHENED GLASS SAS' ANNEALED OR HEAT STRENGTHENED GLAD 010 SOLUTIA OR DUPONT PVB INTERLAYER LiELT--30 SOLUTIA OR DUPONT PVB INTERLAYER ,fr 1B° MIJEAL61) OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS ' 1111 E1117'4mINATIA — 7118° LAMINATED • ``� �! �� AIRSPACE AIRSPACE 1/8° ANNEALED OR TEMPERED GLASS IW TEMPERED GLASS& 13118" NOM 13MV NOM 13/16" LAMI IG GLASS W/ 6/16" LAMI 131160 LAMI IG GLASS W/ 7/16" LAM[ is 14 AA law CHAMM-7MOMW JA oe>i> 1� O CHANOW d4P MAW rMTO7 FROM tY> GLAZING DEI'AlLS �'pp F..... Hamm 1 FAO6 a MWW70&l6LMldL<L4W aLA+110fww P�a � ALUM.SIN12LE'HUNGWINV W IMPACT '�SSIOto"I"• wo amr u r ".e A. LI FJ MR.LP , P.E. FdL rVm IT sxroo Fu= 11 4044020 D FL P E #68705 ® NOTE• LAMI IG OUTBOARD LITES MAY SE UPGRADED TO 3118` WITH NO CHANGE IN DESIGN PRESSURE. tit° NOM. GLASS SITE INTERIOR6 (ALL SECTIONS) 1 080 SOWTIA OR DUPONT PVS INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 7118" LAMINATED GLASS 1W A?RMALED OR HEAT STRENGTHENED GLASS SAS' ANNEALED OR HEAT STRENGTHENED GLAD 010 SOLUTIA OR DUPONT PVB INTERLAYER LiELT--30 SOLUTIA OR DUPONT PVB INTERLAYER ,fr 1B° MIJEAL61) OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS ' 1111 E1117'4mINATIA — 7118° LAMINATED • ``� �! �� AIRSPACE AIRSPACE 1/8° ANNEALED OR TEMPERED GLASS IW TEMPERED GLASS& 13118" NOM 13MV NOM 13/16" LAMI IG GLASS W/ 6/16" LAMI 131160 LAMI IG GLASS W/ 7/16" LAM[ is 14 AA law CHAMM-7MOMW JA oe>i> 1� O CHANOW d4P MAW rMTO7 FROM tY> GLAZING DEI'AlLS �'pp F..... Hamm 1 FAO6 a MWW70&l6LMldL<L4W aLA+110fww P�a � ALUM.SIN12LE'HUNGWINV W IMPACT '�SSIOto"I"• wo amr u r ".e A. LI FJ MR.LP , P.E. FdL rVm IT sxroo Fu= 11 4044020 D FL P E #68705 4• QUANTITIES FOR 1H FLANGED WINDOWS nrnasun i Tt- — WINDOW GLASS a G p $ a WIDTH TYPE C� C,D,E,F,% 1 1 1 1 1 19.125 H,LJ,K,L 1 2 �iLi 1 112 1 1 A,B,M ,1_ 24.000 A B,M 32.000 •„-,..,- A,B,M ,1, 11 37.E C,D,E,FA H,LJ,K,L 1 2 A,E,M 1 2! 40.000 PS " C,D,E,FA H,LJ,K,L 2 Z A,B,M " 2 2 1 1 1 2 1 1 1 2 232223232'22 2 1 1 2 1 2 23222323 222 2 2 2 2 2 2 2322232323'2 2 1 2 1 2 1 2 1 2 2 21312131.31412 2 TABLE & ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCOTAPOONS - 2- 114• EL C OSS 4 CRETE-FLEX 3#12SCREWS ANCHOR LOQATlONSARE gASEDlNTHE POLOW WOW Ew HEAD - 18/2 MAX FROM TOP CORNERS '�� -17 Ve MAX FROM TOP CORNERS 1V MAX FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR CNIANTITIES USING THE DIMENSIONAL CRITERIA OF �OTS 2. 4 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS AREVWLESS. FSI 1N R 8SURE LI ITATIONS: SIZE B CCKB OP TH ADJACENNT TABLE WITH A BOLD ITITUM DESI7.IIGDN P� WITH TH IB�QUAAN�7Y OF ANCHORS SHOWN IN SOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TM RESPECTIVE SIZE AND GLASS TYPE IS ' AVAILABLE Ala 8O3 szza3a3zaz3z3a3z324z333342334363334453 p 8 1 1 PS 2 2 2 3 3 1 2 2 2 C,D,E,F,G, 2 3 3 2 2 J32 2 1 2 2333 2 2 2 2 2 2 1 22333 2 2 2_ 2 1 1 Z 1 1 1 2 1 3 3 1 3 41313 1 1 4 4 1 �2 3 3 341313 4 4 1 2 2 1 2 3 3 4 3 5 3 3 4 4 1 2 2 1 2 T3.3 4 3 5 3 3 4 4 212121212 Ala 7zzzif' szza3a3zaz3z3a3z324z333342334363334453 .344 PS 79 TABLE KEY: 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 44.000 H,LJ,K,L 222222232223232233242333342333342334363334453446, _z IW4XPSF 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 (DP LINATED) 418 A'B'M 22222223222323223324233334 .29333.423943$3334453445 HEAD 2 ucrxt�nssn CO°"' PS 78 79 JAMB ABOVE Z MTQ RAO 3 C,D,E,F,G, 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 3 2 2 3 2 2 JAM BELOW Zb /!► E�,7 H,LJ,K,L 2222 ' 223222334233. 3342 '3343429343!133343$934548346 MTG•RA1L° rcc6uot ABM a 2 $ 2 2 2 2 2 2 2 2 2 2 2 2. 2. a 2 2 3 2' 2 3 2 2 Z222Z223222334233334�334342394 t�333436334548346 (F1JLLpF� 4 uiiU1 P8 7Z 8 78 i " HEAD 2 Z 2 2 2 2 2 2 2 2 2 2 C,D,E,F,Q 2 3 2 2 3 2 2 3 2 3 3 2 3 _ JAAIfBABOVE 2 3 Jcie'''G.•f 83.125 H,LJ,K,L Z222Z22322293423343423343433343 $3344483448483488�- ``,�hZO; A,B,M 2 22222223222334233A34233434333 2 a 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMOS BELOW MTQR� _ k; ts�• *� ,4383344453346483446' i Q b� ?ru ' °dF Iv°�twt,tt�sr ' 10WTA0YCWV8 ANCHORAGESPAClNO 1/1 WlIdDOW3 -o 1 z. s ix ` i�''••., OP •'tJ� �,�Q� CNAMDee 1FB88Fr7 ar SUM. SINGLE HUNG .WINDOW IMPACT ....... �C1`�•. �.F`SSIO{dA� r`• 11/00 s ere¢a; O6gAq�9t�t� NOIOD690,FL9 M whh atur °1 ar A LVN►'ORdflWt P.E. k 7/ 7 &980 NI:S 8 a 11 4060,20 D FL. P.E.#Gem y; �y ANCHOR GIUANTMES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE VVINDOW HEIGW LlBSTRATE: 29.968 1 37485 44.856 62.165 59.868 67.186 74M 76.000 4 0 P a $P8 08 "8p$ 0 z8 a 2- ANCHOR WINDOW GLASS WIDTH. TYPE 8 8''8 "8r$ y ,0.E.F,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 H,4AKL 11111122Z122222122222222222222222222322282322232 ,8 19.128 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M II 111222122222122222222222222222222322232322232 P8 79 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 24.000 KIAKl 111 1 11 2211222222222222222222 .32322232322232322232 -".- A,B,M 1 1 1 1 1 1 1111112211222222222222222222 ,32322232322232322292 RF' I 69 77 _- %D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.= KkJKL111111222222232. 222332233333233332233433243433243 A,B,M 1 1 1 1 1 1 1 1 1 .2 1 1 2 1 1 1 7 1 1 1 1 1 1. 1 11111122222223222 2332233333233332233433243433243 PS 89 87 79 AD,E,F, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2= 2 1 2 2 1 2 37.000 KIAKL I I111Z22222232223332233333343383233433243443243 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1- 2 111111222222232 233S22S.3333343333 33433243443243 PS 64 79 92 78 . 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 40.000 H,I,J,KL 1111 II 2 22 22 33 2:33332233433343 333343443343443363 A,S,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 11 III 112222.22232233332233433343 .333343443343443363 P 49 79 69 79 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 44.000 HLdKL 111111222222332233 - 342333443343443343443343443364 /4B,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 11111122222233223334233 .344334.3443343443343443384 P 46 74 61 74 ", 79 79 + D,E,F,G, 2 2 2 3 2 2 2 2 2 2 2 3 2 2 2 2: 2 3 2 2 3 2 2 4g,� H,AKL 111111222 2233223$34333344334444334 '.444384444384 A,B,M 2 2 2 2._ 2 2. 2 2 2 2 2 3 2 2 2 2, ,. - `3 2 2 3 2 2 11111122 222332233343333 `443344443 — '',*444964444364 PSF 411 07 40 97: 78 79 _ ,AE,F,G, $ 2 2 2 2 2 F-3.2--F2 3 1 2 1 3 3 2k33 2 3. 3 2 3 3 2 3 63.126 KtJKL 111111222222393333443344443333446643� 64664364 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 2 2 3 2 .3 3 2 3 191 111222222333333443344443333448443846 .44364 1. ANCHOR TYPES: 1 -1/4' ELOO TAPCONS ^ 2 -114" ELCO SU CRETE -FLEX 3 -912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 Ur MAX FROM TOP CORNERS JAMBS -17 iW MAX FROM TOP CORNERS 16° MAX FROM BOTTOM CORNERS 8° MAX BELOW MTG. RAIL ®BILL - ANCHORS NOT REQUIRED 3 INSTALL PER THE ADJACENT TABLE ANCHOR QUANTMES USING THE DIMENSIONAL CRITERIA OF NOTE & ® � TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGEID VVINDOWS, INTEGRAL FN DIMENSIONS ARE It LESS. %B3 PRESSOR IMiTA 811�F THE ADJ ENi ABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATEA MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN SOLD. OTHERWISE. THE 18 TABLE KEY: nrP��L�. :c JAKI ABOVE 2 Z MTG. RAIL JMS BELOW -`. * tw MfQ RAIL AJG 1i/19IGB vYJlY!g r JJVM-nuI ry-�.vn•,��' NFL84174 ya, �+r a. A LYIMiLL�Ili,P.E AM== Jd 2tS8tDT 8lOA9 AIiS 8 ✓ 11 4�0 -�i0 O FL PAS 68708 "4' ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6118" LAN CONSISTING OF (2) LITES OF W8'ANNEALED GLASS WITH A.000 DUPONT BUTACITE OR SAFU MEEPSAFE MAXIMUM PVB INTERLAYER. IL 6118" LAN CONSISTING OF (1) LITE OF IVANNEALED GLASS AND (1) LITE OF We' HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SARMomm*SAFE MAXIMUM PVB INTEM AYER. Q 8115' LANG CONSISTING OF (2) LITES OF W8° HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. D. 7118" LAN CONSISTING OF (2) LITER OF 3M8" ANNEALED GLASS WITH AN .M DUPONT BUTACITE OR SAFLW(EEPSAFE MAXIMUM PVB INTERIAYER. L3.718° LAMI CONSISTING OF (1) LITE OF SAV ANNEALED OLASB AND (1) LITE OF 3MIr HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SARMWEEPSAFE MAXIMUM PVB. F. 7118" LAMI CONSISTING OF (2) LITES OF 3148' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEKNMPSAFE MAXIMUM PVB INTERLAYER. Q 131181 IAMI 10: (1) LITE OF 1/S' TEMPERED GLASS, AN AIR SPACE AND SMS" LAMI CONSISTING OF (2) LITES OF -Iff ANNEALED GUM WITH A .080 DUPONT BUTACITE OR SAFUDOCEEPSAFE MAXIMUM PVB INTERLAYER. 11.13118' LAMI IG: (1) LITE OF 1!8" GLASS, AN AIRSPACE AND 818" LAN CONSISTING OF (1) LITE OF WB" ANNEALED GLASS AND (1) LITE OF W$" HEAT STRENGTHENED -GLASS WITH A .090 DUPONT BUTACITE OR SAFLIDUKEEPSArE MAXIMUM PVB INTERLAYEM L 13118" LAMI IG: (1) LITE OF 118° TEMPERED GLASS, AN AIR SPACE AND MG' LAN CONSISTING OF (2) LITES OF 1B' HEAT STRENGTHENED GLASS WITH AN .0lO DUPONT BUTACITE OR MAXIMUM PVS INTERLAYER J. 13M8' LAMI Kh (1) LITE OF 1E' T1ERED GLASS, AN AIR SPACE AND 7118' LAMI CONSISTING OF (2) LITES OF 3M8' ANNEALED GLASS WITH A = DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. K 13M0' LAN IG: (1) LITE OF Wri PTEM ERED GLASS, AN AIR SPACE AND 718° LAN CONSISTING OF (1) LITE OF 3118'ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN AM DUPONT BUTACITE OR SAFLIMOU PSAFE MAXIMUM PVB. * 13M8' LAME ML. (1) LITE OF IV TEMPERED GLASS, AN AIR SPACE AND 7118' LATH CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR MAXIMUM PV13 INTERLAYER &A 13118" LAME IG: (1) LITE OF 1B' ANNEALED GLASS, AN AIR SPACE AND BM B' IAN CONSISTING OF (2 SAFLDOXE04M MAXIMUM PVS INTERLAYER ) LITER OF 1/8°ANNEALED GLASS WITHAN .090 DUPONT BUTACITE OR L CONFIGURATIONS:- 'OX' (111, VIEW AND RADIUS TOP, ALL W1 LOW OR HIGH SILL OPTION) ®3 DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAB.ESASTM E 13MWILL 4. ANCHORAGE: THE 33113°.5 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 PORANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GABKET. ®r. REFERENCES: TEST REPORTS FTL4848, FTL4WA FTI, 4847, M-018, FTL4849, FTL=4880, FTL 48S'I. PTL-4723, FTL407. FTL4B AND FTL -BOSS. ANSW&PA NM2W1 FOR WOOD CONSTRUCTION ADW2000 ALUMINUM DESIGN MANUAL 8 SERLFSfNIODE. DESIGNATION SH700. ALw REFERRED TO AS mm. a THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLS* WITH THE REQUIRE mm OF THE FLORIDA BUILDING CODE, (Nd.wft- THE NIGH VELOCITY ® HURRICANE ZCENE (HVH2j, s - e Z' Paegx.�9 I�WOw98.FL84�f4 VklbljrBeeroe wara,se 1 elf 1 4040,0 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLADNG DETAILS.._........2 DESIGN PRESSURES— 3 EL' EVATIONS—........ 4 VERY. SECTIONS.........w. S NORM SEOTIOIJ.S.... —.. S PARTS UST .— S EXTRUSIONS.»».„.«......... 7 CORNER DETAIL„.....„.... 7 ANCHORAGE»....°.„......... 8.11 * 0. ��O I( FL A LGaAA1lA P.E. FL PAA 68X'08 ANCHOR QUANTITIES UBSTRATE ANCHOR ABOVE MEETING RAIL OJEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW K;HT IA NUS SASH HEIGHT FROM TABLE 8. 1.1 N 22888 1 r 33.764 39.296 18.126 1 1 . 2 1 60.302 2 1 66. 2 2 2 PzM S�` 2 Z S`J 2 "rasv 2 .-a S 2 z�. H 2 �g z�za��N1,V 8 8� 2 1 $0 D Xct $ S`�NH �G z z WMtDOW WIDTH GLASS TYPE 18.1 D,E F.J, KL _ 1 1 1 1 y 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 9 2 2 2" 2 2 2 2 2 2 2 22 79 • 3- 2 3 3 2 3 3 F 3" 2.4.000 D,QF"k KL 1 1 11- 4 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' 2 2 2 2 2T "2 3 2- 3 3 2 3 '3- 2 3 3 3 3� 3 3 4 O,E,FA KL . 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 9 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 8 3 8 P8 79 37.000 D,E,F,J, KL 1 1 2 1 2 1 2 1 1 1 2 2 2 3 2 3 3 3- 4 3 3 3 4 3 4� 4 4 6 ST-4-F-6- Pap 79 70 79 70 4A000 D,E,P,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -r-27'2 2 2 2 KL 1 9 9 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 8 8 4 8 P 70 78 7A 77 70 78 79 44.000 D,E,FA KL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 2 2 3 3 3 4 4 4 4 3 8 4 3 8 6 4 8 8F 4 8 P8 78 79 70 79 79 74 79 73 78 48.E D.E,FA KL 2 2 2 2 2 2 2 2 2 3 2 2 2 12-f-2 3 2 2 3 2 2 3 2 2 1 1 2 2 2 3 3 3 4 4 4 0 4 8 6 4 6 6 4 6 8 8 8 POF 7i 70 03 74 79 $4 74 8$ 77 69 $9 63.128 D l„F J, KL 2 2 2 2 4 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 2 2 3 3 3 4 1 4 1 4 1 S 1 4 1 8 8 S 8 8 B 7 8 8 7 ANCHOR Q ANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH FIT. TABLE Id. SASH HEIGHT 8UBSTRA 12.778 16.778 I 0.TJ8 1.778 24.776 27.776 30.778 31.108 E-- %%I l r . MTG. RAIL * . Na g0705 k JANE BELOW 2 MTQ RAIL ,G CA 4. 1, a TOM VIEW a N ' N N W MI3TH 18.126 1 1 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32000 2 1 2 2 2 2 3 2 2 3' 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 '- 1 2 '2 2 2 3 2 3 3 2 3 3 3 3 3 °3 3 4 3 3 4 3 4 40.000 74 h 2 2' 2 2 2 3 2 3 3 2 3 3 3 3 4. 3 3 4 3 4 4 3 4 44.000 as 78 2 2 JZ!j 2 2 ' 2 3 2 3 3 3 3 4 3 3 4 3 4 6 3 4 6 3 4 48A00 72 2 2 2 2 2 3 2 3 4 3 3 A 3 4 4 3 4 6 3 4 6 3 4 63.128 so 60 72 2 2 2 2 2 3 3 3 4 3 4 4 3 4 6 3 4 6 3 6 8 3 8 PWtMi Rte, sh= I NTE 1 10 • 44 9 1. ANCHOR TYPES: 1 -IW ELCOTAPCONS 2 -IW ELOD SS4 C 3 -#12 SCREWS 2. ANCHOR LOCATION ARE BASED ON THE F'OLI.OWIIo ® DIMENSIONS: HEAD - 18112° MAX FROM CORNERS JAMBS - 17112° MAX. FROM TOP CORNERS 911/2' MAX. ABOVE THE MEETING RAIL. 8" MAX BELOW MTG. RAG. IV MAX FROM BOTTOM CORNERS SILL -ANCHORIII NOT REQUIRED D0TERMINE THE ANHCOR QUANTRIES FOR CUSTOM VIEW WINDOWS FROM TABLES T. AND 8. USING THE DIMENSIONAL CR11m OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. ��{I AVAILABLE BASH HEItiHTS POR CUSTOOA VIEW ® WINDOWS ARH 12 W MK TO W MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1°LE88. 8. DESIGN PRESSURE LtkITATIONS: ® SGE B=KB OF THB ADJAt2:NT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAMMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHOR$ SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTHE RESPECTIVE 81ZB AND GLASS TYPE 18 AVAIWBLE. ® TABLE 7. KEY: MAX PSF DP Lm I mull 942 HEAD 2 JAMB ABOVE 2 MTa RAIL HEAD 2 JAMB ABOVE 4 Ira RAIL L= ��yy ® TABLE 8 KEY_ ..... + JAMB BFIOW %%I l r . MTG. RAIL (FULL. DP) * . Na g0705 k JANE BELOW 2 MTQ RAIL ,G CA 4. 1, a TOM VIEW rr of .. �o 2: rrvrrhur . r ON. A. I YWIWILL , P.E. . 404020 O FL P.E.# $0708 3.36 KIN MIN. CONCRETE OPTIONAL WOOD am (SEE NOTE 4) EXTERIOR LN3RJOR (ALL WAD AND SILL DETAI ) C ONCRETE ANCH (SEE NOTE 1 S 3) � 2x WOOD SUCK I &(BES NOTE 4), rH: t +'.• 13i8 MIN, 914 "7APOON� .. t ►� i•.3/4" MIN., IAP CRET&PLEX IA MAX. SHIM s DETAIL A D L B TYPICAL LA ED F EA HORAGE MIN. SHIM V4° MAX BHIM� I. f : 114° MAX. 600T6 AND A NIMUM OF 1W THICK. THE ALUMINUM STRUCTU�RAAL Meal BBB OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO TWIT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL 02 A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT NTO THE ALUMINUM. IP THESE ORi m AR6 MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAYBE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL PIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT 19 EXCEPTABLE TO REMOVE THE FN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT, 8. ANCHORS ARE NOT REQUIRED AT THIN SILL OF FLANGED UNi1'S. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT come INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 CEMENT 2006). AN OR ;Ix PH BELOW MEETINO �DRLOW MEETING® (ALL JAMB DETAILS) RAIL. (SSE NOTE 16 3)® RAIL (SEE NOTE 2 & 3 3.W KSI MIN, CONCRETE OR 1.6 KBI MIN. CMU, BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRRATE (SE8 NOTE 4% (SEE NOTE 4)® AIL C DETAIL D T212& FLANGED JAMB ANCHORAGE 1k° MAX SHIM I t 1. .131'Dlk IV 2 U3° NI • _► AT CORNS e�num DETAIL F. (HEAD) 131" x2 _MAX SHIM T ...... UPI Arat�ll�ora t,. . a f: ku DETAIL G. (SILL) ,GE qL- ORAGE DETAILS . SINGLE HUNG VVJ NT8 11 d 11 11e i° •� *�,rW -� � '•`gip. Nc :.0':� a 11 •;'2 0,r S /9mA�- ��`�`� ': A: L�irul�t Mulwri' P.E R. P,.SA WM 1: FOR CONCRETE APPLICATIONS IN MIAMI-0ADE COUNTY, USE ONLY MIAMI -DADS OOU APPROVED 114' RICO TAPcoN8 OR 114.884 CRETE.FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314". WOOD ANCHOR A PLIC TON$ IN MW "ADE COUNTY, USE #12 STEEL SCREWS (Q6) OR 2. FORS (8E8 NOTE 2 6 3)® OD , 3, FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUM DEPK= IN THE SECTIONS ON THUS PAGE AS 1x ARE BUCKS WHOSE . TOTAL THICKNESS IS LESS THAN 1112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BB INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SLOW DEPICTED AS 2x ARE 11Pd* r ® :19 THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY WAVING JURISDICTION. 6. FORATT DETAIL A D L B TYPICAL LA ED F EA HORAGE MIN. SHIM V4° MAX BHIM� I. f : 114° MAX. 600T6 AND A NIMUM OF 1W THICK. THE ALUMINUM STRUCTU�RAAL Meal BBB OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO TWIT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL 02 A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT NTO THE ALUMINUM. IP THESE ORi m AR6 MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAYBE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL PIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT 19 EXCEPTABLE TO REMOVE THE FN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT, 8. ANCHORS ARE NOT REQUIRED AT THIN SILL OF FLANGED UNi1'S. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT come INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 CEMENT 2006). AN OR ;Ix PH BELOW MEETINO �DRLOW MEETING® (ALL JAMB DETAILS) RAIL. (SSE NOTE 16 3)® RAIL (SEE NOTE 2 & 3 3.W KSI MIN, CONCRETE OR 1.6 KBI MIN. CMU, BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRRATE (SE8 NOTE 4% (SEE NOTE 4)® AIL C DETAIL D T212& FLANGED JAMB ANCHORAGE 1k° MAX SHIM I t 1. .131'Dlk IV 2 U3° NI • _► AT CORNS e�num DETAIL F. (HEAD) 131" x2 _MAX SHIM T ...... UPI Arat�ll�ora t,. . a f: ku DETAIL G. (SILL) ,GE qL- ORAGE DETAILS . SINGLE HUNG VVJ NT8 11 d 11 11e i° •� *�,rW -� � '•`gip. Nc :.0':� a 11 •;'2 0,r S /9mA�- ��`�`� ': A: L�irul�t Mulwri' P.E R. P,.SA WM !M A,MP ��E MUMI DADE COUNTY, FIARIDA j!j►�� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY ° r205 SW 2& Strcet,:Room 208 AFFAIRS (PERU) - Miami, Florida 33175 -474 BOARD AND CODE ADMINISTRATION DIVISION 'T (786) 315- -2590 F (786) 315--2509 NOTICE OF ACCEPTANCE (N'OA) H .mlaWidade.gov/ners PST Industries,#' 4> » } 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construciion- 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 - 6jt M�iiOx 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 Coda,-including the- .High Velocity Hurricane Zone. VESCRIPTION? Ah`44t 710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 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, modelt 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- -ki en a revision or change in the materials, use, and /or manufacture of the product or process. Misuse 6f this NOA as an endorsement of any product, for sales_, advertising or any other purposes shall automatically terminate this NOA. Failure tocomply with any, .6ection of this NOA shall be cause for termination and removal of NOA. A►DVERTISEIVlENT: 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. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MM?ADECCi NTY �� NOA No. I1- 1114.04 • 2 w Expiration -Date: December 21, 2016 Approval Date: Febraary 16, 2012 Page I atr; `ti PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted w. erNOA's No.'s 07- 0815.09 and 06-0405.06) 2. ]Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact sheets 1 through I1 of 11, dated 02/2812006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc.; dated 02/01/2012, signed and sealed by Anthony Lynn Muller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, AS 201 203 94 2) Cyclic Wind Pressure Loading p and installation diagram of XOX aluminum Along with marked -up drawings horizontal sliding window,, prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL.- .5330, dated 07/1812007, signed and sealed, by Carlos S. Rionda P. E. (Submided under NOA No. 07- 0875.09 ) per FBC, TAS 202 -94 2. Test reports on: 1) Air Infiltration Test, p FBC TAS 242 -94 2) Uniform Static Air Pressure Test, Loading per 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Misfile 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 24113.2.1, TAS 202 -94 and per ASTM F 84204 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- 03/08/2006, signed and sealed by Edmu6do Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 94 2) Uniform Static Air Pressure Test, Loading pe r FBC TAS 202 3) Water Resistance Test, per FBC, TAS 202.94 4) Large Missile Impact Test per FBC, TAS 2a1'�"94 5) Cyclic Wind Pressure Loading per FBC; TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113 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 Fdmundo Largaespada, P. E. (Submitted under NOA No. 06-0405-06) 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 —] rx PGT Industries. Inc. NNO E OF ACCEPTAwcE: EVIDENCE BMM- TIED CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitied-under previous NOA No. 07- 0815.09) 2. C6 liea *ith ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. M�jiami Dade Department of Permitting, Environment, and Regulatory Affairs ( ) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.: for their: "DuPont Butacite® TVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-- 0206.01 issued to Solutia Inc. for their "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 sup lement) and FBC 2010, dated 10/25/11, signed and sealed by Anthony Lynn 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 Owr; the Work of another Engineer per Section 61015- 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 Car-6-S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) E -2 .iaime D. Gaston, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 x. NNO E OF ACCEPTAwcE: EVIDENCE BMM- TIED CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitied-under previous NOA No. 07- 0815.09) 2. C6 liea *ith ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. M�jiami Dade Department of Permitting, Environment, and Regulatory Affairs ( ) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.: for their: "DuPont Butacite® TVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-- 0206.01 issued to Solutia Inc. for their "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 sup lement) and FBC 2010, dated 10/25/11, signed and sealed by Anthony Lynn 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 Owr; the Work of another Engineer per Section 61015- 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 Car-6-S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) E -2 .iaime D. Gaston, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 NOTI i W..a. -. • -- - grATEMENTS (CONTINUED) its No.'s MT -4818 "d Y -4859, 6. Laboratory compliance letter for Test Repo . . �b Fencstratioa Tesirng La�iorator�►v Inc., dated Og /0$f2806, signed and sealed by gjg& n�& Largaespada, P. E. 'by (Subm tted under NOA No. 06- 0405.0 G. OTHERS Inc. for their Series 1, Notice of Acceptance No. 11-4630.02, issued to POT Industries, � ern 08118/2011 f-ER--710 Aluminum Horizontal Roller Window -- L.M.I. ,app o` and expiring on 12/21/2416. E -3 Al. • jAimieD. Gascon, P. E. product Control Section Supervisor NOA No. 11-1114-04 gxpiraiion Date: Deeeinber 21, 2016 Approval Date: February 16, 2012 0 1 X4' MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI NOTE 3 1x WOOD " - i + NOTE 1 BUCK, �" 1 NOTE 9 i MAX J �� SHIM WOOD u NOTE 1 DE t �Il. A aNOTe�a DETAIL B nT!VAL FLANGE FRAME HEAD SECTIONS 114' r. ... MAX SHIM . Li 114* MAX SHIM h•- 'I WOOD CONCRETE + ANCHOR, ANCHOR, 114" MAX. SHIM i 1. FOR CONCRETE APPLICATIONS IN MW,4 -DADS COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114 ELOO MR ` TAPOONS EMSEDED 131&" MIN. OR 114' 884 CRETE-FLEX EMBEDED 1314' MIN.: MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1914•. FLATHEAD ANCHORS MUST BE *12.:TRIMFIT HEAD. 1 2. FOR WOODAPPLICATkONS IN MIAMI-DADE COUNTY, USE *12 STEEL SCREWS (GM OR 114" S84 CRETEFLEX WITH' #12 TRIMFIT HEAD. 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 4x ARE SUCKS WHOSE TOTAL THICKNESS IS LESS IW' 1X WOOD BUCKS DEPICTED A8 2x ARE1 llr THICK OR GREATER INSTALLATION O THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDiCTi0N A.FOR ATTACHMENT O ALUMINUM: THE MATERIAL $HALL SEA key OF IW THICK. THE ALUMINUM STRUCTURAL MEMBER $HALL BED 0 L2E� TO PROMDE FULL SUPPORT TO ETH o WINDOW FRAME SIMILAR O THAT SHOWN IN THESE DETAILS FOR 2x BUCKS. THE ANCHOR SHALL BE A #72 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMIN. IL i!(THESE CRITERIA ARE MET, THE RO PECTNE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED, B: MATERW.B, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1114' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.81641 CMU) OR PER NOTE 1 (34 KSI CONCRETE) NOTE 2 NOTE } i 1314' a R OR • ' e MIN. E.D (HEAD $ SILL DETA2S A, B. A D�b I ... TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 I � SEE DETAIL F INTERIOR DETAIL .E (JAMS DETAILS P & q TYPICAL FLANGE FRA E JAMB SECTIONS I'xrEwoR CONCRETE ANCHOR, NOTE 1 ��MAX' BHIM MIN. E.D. WOOD 114" MAX. SHIM • .' 1MgN. . DETAIL D P.O.l xoxolwBQXs,l�oanH � t DETAIL H (HEAD) NAIUM 131 DIA MIN. x 2112" NAIL AT CORNERS:AND r O.C. TYPICAL DETAILS G. H & L DETAIL 1(JAMB) N FRAME SECTIONS HAILS 4L ROLLER WINDOW IMPACT i1 s 41 � 4iZ7•i0 . E A. ocow 1111111/ ell No. 83i0s P.B. TYP. I 2x WOOD DETABb, C NOTE 3 ��MAX' BHIM MIN. E.D. WOOD 114" MAX. SHIM • .' 1MgN. . DETAIL D P.O.l xoxolwBQXs,l�oanH � t DETAIL H (HEAD) NAIUM 131 DIA MIN. x 2112" NAIL AT CORNERS:AND r O.C. TYPICAL DETAILS G. H & L DETAIL 1(JAMB) N FRAME SECTIONS HAILS 4L ROLLER WINDOW IMPACT i1 s 41 � 4iZ7•i0 . E A. ocow 1111111/ ell No. 83i0s P.B. IWWIN12OW SIZE 1 HEAD & SLLL'I 1 HEAD A SU I l HEAD & SILL If HEAD & SW. � I HEM & SB.L 48,00 80.828 044100 1 4&lQD 00.828 84XAo 60d10o 46.010 80:628 84.0W 00.000 G&OW 38.378 48 OQ0 60.628 84.0W 00.WC0 2 3 3 3 2 3 3 3 9 46.0Q0 1 +Cx +1 +0x 3 +1 1+C2+1 +C2 *1 a 1+C2+1+C2+1 3 1 +C2+1+C2+1 3 1 +02+1+(x+1 8 10.628 1+C2+1+CCx+1 +C2 +1 3 1+C2+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +Cx+1 8' 84.000 SA C2 +1+C2 +1 3 1+C�+1 +C2+9 3 1 +C�+1+C2+1 8 1 +C2+1 +(2+1 9 60.000 1x +1+C2+1 3 1+03 +1 +C3+1 3 1 +0:3+1 +C3+1 3 1+(2•+1 +C2+1 3 83.000 C2 +1+02+1 3 1•+03+1 +C3+1 8 1+03+1 +C3+1 3 1+C2+1 +(2+1 3' 38.378 1 +C2 +1 +C2+1 2 1 +C2+1 +C8 +1 2 1+C2 +1 +t:2+1 2 1+C2+1+C2+1 3 1+C2+t+C2 +1 2 48 0Q 1 +02+1+02+1 3 1+C2+1+C2 +1 3 1•+C2+1 +C 2.+1 3.1 +1•+C2+1 3 1+C2+Y+C 2+1 3 80.828 +Cx+1+C2+1 8 1+0x+1 +Cx +1 3 1 +C2+1+C2+1 3 1+C2.+1+C2+1 3 1+C2+1+CZ41 3 84;000+02 +1 +C2+1 3 1+CI+1+C2 +1 3 1+C3+1+C3+1 8 1+03+1+03+9 3 1+C2+1 +03+1 8 80.0!0 +t2+1+C2+1 3 1 +02+1+02 +1 8 1 +q+1 +03+1 3 1 +C3+1+C3 +1 4 1+C3+1 +C 4+1 3 O&WO 1+03+1 9 1+Ca2+1 +Cx +1 3 1+C3+1 +C++1 3 1 +C3+1+C8+1 4 1+CS +;+ 1 3 38.87E 1+02+1 +02+1 2 1+02 +1 +Cx +1 2 1 +Cx +1 +C71+1 2 1 +Cx+1+C.`2 +1 3 1+02+1 +F+1 2 48..0W 1 +Cx+1+C2+1 3 1 +C2+1+01 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1+C2+1 +C2+1 3 00.'828 1 +C2 +1+02+1 3 1 +C2+1 +C2 +1 3 1+C2+1+M+1 a 1 +0x•+1 +C2+1 3 1+C2+1 +Cx+1 3 84.000 1 +C2 +1+0x+1 3 1+02+1 +Cx +1 3 1+03+1 +W, 3 1+C3+1+Ca•+1 3 1+02+1 +02+1 3 M 1 +C2+1 +C2+1 3 1+Cx +1+02 +1 3 1+03+1 +03+1 3 1 +CS +1•+C3+1 4 1 +03+1+08+1 3 63.000 1 +C3+1+CS+•1 8 1 +Cx +1+C2 +1 3 1 +Ca+1 +CS*1 3 1 +Cx +1 +Ca+1 4 1+CS+1+p+9 3 IM7101 E NO OH4NQETIII9BNE@T 81 MI D WMf3CAP7ViWT&0WWdl#sWTNOm to7oTBtawo:0oron NOXOAd & R.M5 UPDATETAFLEB.&M = rVALUWMETOANCHOR CAP. AVA vd.epxI=. UAW Sam NOK�118, 0.30174 "LE a NOTES: 5r1C 1. ANCHOR TYPES: ES 1- U4" ELCO TAPOONS 2 -1W ELCO SS4 CRETE -FLEX 3 -012 STEEL SCREWS (048) SILL 2. GLASS TYPES A. SMO' LAMB -(1/8° AM. IW A) FOR WSTALLATION IN THE HVHZ ABOVE 30 S. 6116' LAMB - 0Ar&A80.1/B" HS) FT. GLASS TYPES 0 - L SHALL HAVE A 32+1 2 C. 0116' LAN - (Iw Hs, mo,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 02+1 3 D. 7/18° LAW - (3116' A,d190. 3118' A) ANCHOR QUANTITY REMAIN UNCHANGED C2+1 3 L 7118° LAW - (3MS" A,.090. 3118' HS) F. 7118' LAMI - (3HS" ((5,.090, 3118" HS) RLI 8 a 13116' LAM{ 10 - ISIOR 3HS" A Q 1.8/18' OR a!8"SPACE, ails, LAMI. (118"A„090, IArA) 02+1 a 11.13+16' LAMI IG -1/8' OR 3/18"A (M,kR,), 8118" OR 318" SPACE, Stile" LAMI • (118" A,=, INNS) 03+1 3 1 13118° LAMI Ito -1/8' OR 3118° A (M�'J.� 8118" OR3(8`SPACE,.SHB° LANI -(118° HS„OlXi,1l8" HS? 02+1 2 K.13118"LANlG- .1/8'OR3H6'A(( 1311(°ORIvSPAAM7118 " LAND - (311S'A„090.3fl4r HS) 02+1 3 L 13MC LAMI IG -118" OR 3118• A (tgtiN.1 318° OR 114° SPACE, 7118' LAMA - (3118' HS, =, 3116' HS) 2+1 3 3 WINDOW ANCHOR QUANTITIES ARE kR ADJACENT TABLE AND BASED ON THE FOLLOWING 33+1 3 33+1 a DIMENSIONS. FOR WINDOW S12E8 NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 2:22 HEAD & SLU 101P1" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE :2+1 2 28 34' MAX FROM CORNERS :2+1 3 'AMB& W MAX. FROM CORNERS AND 221/2' MAX. O.C. =+1 3 TABLE K : � O :3+1 3 ' +03+1+C3+11 3 ANCHOR QUANTITY PER JAMBS 33+1 3 > �+4 9 HEADANDSILLANCHORQUANTITIES x+1 2 A CLUSTER OF (3) ANCHORS CENTERED :2+11 ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 3+•1 3 PLUS (1) ANCHORS AT FDMI) SECTION. x +1 3 (9) ANCHORS TOTAL AT HEAD AND BILL x+i 3 W MIN. O.C. ANCHOR SPACING) x +1 2 30' MAX. x+1 3 ( -�• MIN. 13+1 3 13+1 3 �`'' O x+1 3 1 :2+1 2 MTG. 1RAIL. TYP. esmfwwn wt& a+1 3 EXAMPLE CLUSTER W/ QTY .OF (3) ANCHORS $+1 3 (SHOWN IN TABLE KEY AA�)Vp 33+1 3 ' S+•1 3 )--�283/4" MAX. q .uc�rr«,;�, 2 I'�- 3' M►hL p Z' 111 f i t! 3 6' REP. O ```%��lY'O�Y 3 ��,•' VICEJV3Lc'p ��'� 3 ?1kr •:* t 4 WrG. RAIL, TYP. No. 58708 4 _EXAMPLE CLUSTER W/ QTY OF (4) ANCHORS = -o i = ANCHORAGE SPACING x0 on-la-113) '��Wk. � F HONZONTALROLLE�R;MY W IMPACT �''�iS�DIVAtI��`` Mar ►Harm NT3 8 r 11 4127 -10 E A' � P.L pavom 7 e mmurnim %AU#M ANCHOR TYPE & SUBSTRATE 1+1+ea+, AuA IM-112 -114) GLASS TYPES A,S,C,G.H,I WINDOWS I GLASS TYPES D,E,F.J TABLE K•L 4 NOTES. i 1. ANCHOR TYPES. 1 -114" ELCO TAPCONS 2 - 114° ELCO S84 CRETE -FLEX 3 -012 STEEL SCREWS (G16) 2. GLASS LAN - (10 A, =, I HS) A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES O - L SHALL HAVE A 2 C. 8118" LAMI - (113" HS,.Mo, IAi HS) : ; TEWERED LG. GLASS CAP. BOTH THE DP AND D. 7118" LAMI - (3118° A, 0W 3M6" A) ANCHOR QUANTITY REMAIN UNCHANGED. 8 E 7N8'LAMI- (9/18°A,DT�,3y8"HS) 3 F 7M8"LAMI- (3118°HS,.080,3118"HS) 0 13118° LAMI 10 -1�° O?i3M8"A(MIN.), GJ1S-OR 318° SPACE, 8MS" LAMI - (11W &.=, IWA) 3 H. 13/10° LA MI IG - IV Ca 3MW A (MIN.), 8118° OFf,2V SPACE, 6110" LAN - (1fi°A,•880,11" Fs) 3 1- 13hir LAW 10.118" CA X118° A (MIN.1 0118" 0?,.Wr SPACE, 8H8° LANG -('U8° HS J. HS) � J 13M8°LAMI10.IVCR3M8"A( MIN -), 3118° OW- VOSPACE,7MS- LAME- (3M8-A,=,8118" A) 3 K.13M8° LAMI 2G - IV CCR 3MV A (MIN.L 3115.01;1/4 SPACE, 7118° LANG - (s18" A A80, 3118° HS) 2 L 13118° LAM110 - IV JR 3MW A (MIN.13fIW x$1/4 °SPACE, 7118- LAMI -(3118° HS „�, 3118• HS) + 3 3. WINDOW ANCHOR QUANTMES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DMhENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 2,3, WOOD 2, CONC 1. CQ(VC 2 3 1NaO.D 2. CORC 1. CON( S WINDOW 812E 88.125x 3&378 48.0W 80828 8440 60.000 83000. eO,�Ox 976 48.000 80.828 HEAD S SOJ. 1+Cx+1+C2+1 1 +C2 +1 +C2+1 HEAD &SILL 2 1+C +1+C2+/ 3 1+x+1+(2+1 HEAD $ 80i 2 1 +C2 +1 + +1 3 1 +C2 +1+(2 +1 HEAD & S8J 2 1+C2+1+C2+1 3 1 ±C2+1+C2+1 HEAD $ SILL 2 1+C2+1+C2+1 3 1 +C2+1 +(2+1 HEAD & S&L 2 I+Cx+1+C2+1 3 1+42+1+22+1 1+C2t1+C2+1 1+ +1+C'.2►1 9 •1+22+1 +42+1 9 1+(;1 +1+x+9 3 1+C2+1+C2t1 3 i+(2+1+C2+1 3 1+C2t1+C2+1 3 1. r' ,4+42+1 3 I+C2+1 +C2± 3 I+C2+1+C2+1 3 1 +C2+1+�+> ;3 1+{22+1+22+1 V,'W+ �+C2+1 1 1 +1; +42+1 1 C2+74Ct+1 1! +<2+1 8 1+C2+1+C.2+1 3 1 +C2+1+0+1 8 1+4+1 ±C2+1 3 1 +C2+1 '3 1+22+1+20+1 3 1+C2+-1+t�+1 2 1422 +t+C +1 3 1+C2 +1+C2+1 3 1+22+1 +22+1 2 1+ +142x+1 3 i+02+1+C2+1 3 1 1 +C2+1 2 1+22+1+(x+1 3 1+C2+1+22+1 3 1+22+1+C2,11 2 1+(x+1 +Iw?+1 3 1+22+1 +C2+1 3 1+C3+1+C3+1 2 1+C +2+22+1 3 1+0+2+22+1 1 +C2+1,,+02+1 3 1+C2+t +C2+1 3 1+t2+14C2+1 3 1+C2+1+M+1 3 1 +C2+1+C2+1 3 1+42+2+42+1 84.000 t3 e.wo 83.000 Sl HEAD & SILL: 10112” MAX. ON EACH SIDE OF MEETING RAIL CENTEWJNE, $ 26314 -MAX FROM CORNERS. 3 JAMBS. W MA FROM CORNERS AND 221/2' MAX O.C, 2 TABLE O 3 1 +CS+4+C3 +1 I 3 QUANTITY PER JAMB 1 +C2+1 +C2+1 I+C2+1 +C2+1 1+C2+1+C2 +1 3 1tC2 +(+(S+1 3 1+C2+1+C2+1 3 1 +C2+1 +22+1 3 1 +C2+1+C2+1 3 1 +C2+1 +C2+1 3 1 +t.2►i+t2+1 3 1+CZ+1 +02 +1 3 1+22+1 +42 +1 3 1+( +1 +22+1 3 1 +C2+1+C2►1 3 1+C2+1 +C2+1 3 1 +( +1 +22+1 3 1 +C2+2+C2+1 3 I +C3+2+C3+1 9 9+23 +2+23+1 74.Ex38.378 48.000 1+C2+24C2+1 1+C2 +9+C2+1 2I4(µ2+1 +C2+1 3 1 +C2+1+C2+1 21+22+2+C2+1 3 1 +C2+2 +2x+1 21+Hx+24C+1 S. 1 +C2+2+C2+1 214C2+2+C1+1 3 1 +(2+2+2)2+1 2l4C2+2+C2+1 3 1 +C2+2+C20 SMS20, 84.000 60.000 83.000. SC 00 x38.378 1+02+2+22+1 1+C2 +2+32+1 3 1+C2+1+t2+1 3 1+0+1+02+1 311+02+2+C2+1 3 1 +C2 +2+C2+1 9 14C +2+02+1 3 1+22+2+02+1 3 1+C2+2+Cx+1 3 I +G2+2+C2+1 3 1+C2+2 +C2+1 3 1 +p+2+C3+1 3 HEAD AND SILL ANCHOR QUANTITY. 3 A CWSTER OF(B)ANCHORS CENTERED 3 AT EACH MEETING RAIL PLUS (1) S (4) AT ANCHORS AT FDCED SECTION. 2 (12) ANCHORS TOTAL AT HEAD AND SILL. I+C1 +2+02+1 3 1K2+1+C2+I 3 1+C2+2+C2+I 3 1+(2+2+02+1 3 I+Cx+2+Cx+1 3 I+C3+2+CS+1 1+C2 +2+C2+1 1+C2+2+C2+1 3 1+C2+1+22+1 2 1 +C2+2+C2+I 3 I+C9+2+{3+1 2 1+C2+2+C2+1 3 1+C3+2+C8+i 2 1 +C2+2+C2+1 3 1 2+{x+1 2 1 +C2+2+C2+1 3 I +C9+2+C3+1 2 I+C2+3+C2+1 48.000 80828 1+C1+2+C2+1 1+C2+2+C2+1 3 1 +C242+C2+1 3 1402+2+2x+1 3 1 +C2+2+C2+1 3 1 +C2+2+Cx+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +C2+2+C2+1 3 1+C2+2+C2+1 '9 t+23+3 C3 +1 3 1+C3+8+C3+1 3 (3° MIN. O.C. ANCHOR SPACING) 8 64.000 BOOOD 83.00 3 2G3f4"n 3 � 3 91 REF. tX O 1+C2+2+C2 +1 1+22 +2+(;2+1 1+C2+2+C2+1 9 1+(2+2+C2+1 3 1+C2+2+C2+1 3 1+K2t2+C2+1 3 1 +(2+2+(2+1 3 1+C3+2+C3 +1 3 1+CS+2+C3+1 3 1+22 +2+C2+1 3 1+09 +240+1 3 1+03+2+C3+1,3 3 1+{2+2+C2+1 3.4 +C2+9+ 2+1 1+22+2+421+1 3 1+04 +3+04+1 3 1+G1 +3+04+1 3 1 +C4+3+04+1 108.3782 38.378 1+C2+2+M+1 2 1+22+2+22 +1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1 +C2+3+t2+1 2 1 +C2+4 +C2+1 2 4&000 80.8 54.000 80.000 1+C2+3+02+1 1 +1x+3+0 +1 1+CS+3+C3+1 1+03+3+23+1 3 I+C2+2+C2+1 3 14CL+2+C�2+1 3 1+C2+2+Cx+1 3 1+(x+2+(2+1 3 1 +C3+3+C3+1 8 I+C3+3+=+1 3 1+C3+3-C$+1 3 1 +C4+3+C4+1 8 1 +C3 +3+03+1 31 1*C3 +3+C3+I 3 1+C3t9+C3 +1 3 I+C4t3+C4+1 3 1 +C2+3+(2+1 3 1+23+3+.23+1 8 1+23+3+C3+1 4 1+C3+3+C3+7 3 1+00003 +1 3 1 +C3+4+(at1 3 1 +24+4+.24 +1 S. I+C4+4+04*1 9 MTG. PAIL. es _ prop[W e 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 9 (SHOWN IN TABLE KEY ABOVE) 3 8&0W 1+23+3+23 +1 3 1+22+2+22+1 3 1+24+3+24+1 8 14C4+3+04+1 4 1+C4+g+C4+1 3 1+Cb+4+C8+7 + lam o at S. `MAX 1II.000_x 38.375 48.000 50.828 84000 SOM a&= 1+C2+3+C2+1 1+C2 +S+C2+1 2 I4C2+2+tx +1 3 1+C2t2+C2 +1 2 1 +C2+3+C2+1 3 1 +C3+8+Cgt1 2 1+C2+$H2+1 3 14C3+3+C3+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+(2+4+.2x+1 9 1+C3+4+C3+1 2 1 3° CYOIJ • I C 1111 3 LYNN i�� 8' REF. O Z( �.`� �r�' 11 54 • :`�P , S !� � 3 * '� No. 88705 3 MTO. Fm' TV. _ - a EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS awameae :�Q'a 8TA '� ANCHORAOESPACIN© XOX (114-112-114) c�` ALUML HQR/ZONIAL ROLLER WINDOW IMPACT ,�� s`` ,' 11 P� q�,+ rma a�roes Nib 8 e tt 4427.70 E reesetec 1 +22+3+C2+1 1+1'3+3+23+1 9+23 +3 +C3+1 3 1 +(2+2+42 +1 3 1+C2+2+C2 +1 3 1 +C2+2+23+1 3 1+23+3+C3+1 3 1+C$+3+C3+7 3 I+C4+3 +C4+1 S. 1+C9+3+C3+1 3 1+C3+3+C3 +1 3 1iCA +3+CA +1 3 1+03+3 +CS +1 3 14C +3+C3 +1 4 1 +C3+3+C3+1 3 1+•03+4+23+1 3 I+C4+4+04 +1 3 I+C4+4wA +1 I+CS+S+C3+1 S 1+C42+C2+1 3 I +C4+3+C4+1 3 I4C4+3+C4 +1 4 1+24 +3+24+ I. 9 1+28+4+2$ +I JJ IM17H1 F I�CNANQSTJ688NE1?T ,o ea 3ar s �+ o �P� '—U Beueru rR FIG. Flt eaanr 4maw o C 2.L UPrlA7HTAA rocAPra"7 W4�FCTVRWF8AUE7GANCMMCAP. #WFrAV a -.082 L L4 v- 2.7tl FLANGE FRAME HEAD 04102A, 8083-T6 ASO T—J-4A51--j. W MOT-5p 14 IF im-4 FLANgj FRAME SILL #4130, W03-T6 iT 7 O HORM ROLLER TRACK #4131, 80113-T8 W 90 U FRAME SILkLtR , APTEF #4137, =.012 FIXED MEETING RAIL #40546.6083HD-T8 062 2470 •349-.4 SASH TOP & BOTTOM RAIL @ SASH MTG. RAIL SASH S #4133,60WT5 9401M. 000 HS-T8 #4126, IDLE .050 I= NG BEA 6/18n 1" �-re . (OAMW GRILL Xrr) ih 06D GLAZING 7116U #4n:K 600346 .=2%. "T O GLAZING BEAD. 7116r #9m, 600TO (WEDWIGRILLI(n) t--4.613-1 1 040 Mis O SASH STOP COVER #4083,8063 -TS i —I ID - . T-1 m-;-- FLANGE FRAME JAMS #4002A, 6063-T6 CIE060 878 6(16Q #4M, 6003-TO LAZING BEAD. 13116" #4087.0003 -T6 Muslolys !LW. HORIZONTAL ROLLER !_!NDO W, ,r _ MWWf by [HOW 117, -� 11 1' 4127-10 mowm:womjt.d4 wwo & no- 4 mo *64 -till"Itil'. - — LYNN 4f, N0.68705 I 44,yrptj-ol� . Jx�- P.E. '16 7934AA 641M 64137 r 32 1 4006 D IMSHMEETINGRAIL 6063HS -T6 AL 64006 2710 33 1235 WSTP 170X.270 BA FIN SEAL 675160 35 1096 SWEEPIATCH DB3C`AST 71096 36 1016 #8 X.625 PR FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -TS AL 64126 242 38 1683 WSTP -= X.270 BA FIN SEAL 616830 39 7070 BULB WEATHBRSTRIP.187X.275 67070K 40 LIPTRAILCOVERCAP 74078"C"LORR 41 4139 I.F. FRAMB BEAD 6063 -T6 AL 64139 42 4140 IX.FRAMESILL 6063 -TEAL 64140 4� I.F. FRAME HEAD 43 4141 I.F. FRAMEJAMB 6063 -T6 AL, 64141 #4139,6063-TO 50 GLAZINGSILI • DOW 899.995 08 ALFdNT 51 1274 VomaA224GREADBULB 6TP347W 2784 .52 1225 VDMGdAZDMBBADBUIS 6TP248K 33 4039 B CgAZIAiGBEAD •5/16" 6063 -TS AL 64039B N* 54 4044 B GiAZMBEAD -5/16" W /GULLKIT 6063 -T5 AL 644703 Ob2 &182 SS 4272 A QAZMBEAD -7/16" 6063•T5AL 64222 S6 985 C 0AMMBEAD -7/16" W /CRILLKrf 6063 -T5AL 6985 .� OLA 59 4067 M013BAD- 13116" 6063•T5 AL 1 64067 1.958 60 MASS, 5116" LAMI 1/8" .090 M 1/8" A O I.F. FRAME JAMB 61 " S116" LAMI /r .090 1 /8" HS #4141, 805348 62 " 5116" LAW QIV HS, X40 PVJ3, US" HS �� t ' • ? ''. 63 " 7116" LAM1 16" A 490 P 3/l6" A L 64 ' 7/16" LAN 3116" A,090 HS 3/16" No. eg708 65 " 7 /16°LANU 3/16" HS. 490PVB,3/16" 42 I.F. FRAME SILL a r-. #4140, 6W3-TS Jd4 AM, AMW 70MANTVPES NOKOM.FL34I �A�aS�% �',:�(ORIOp.•��Fx uMebt m�MS4a �oa4s �01F HQRIZOMTAL ROLLERNDOW IMPACT aS /pvi�4'��am 1 F1c s 81 &M Me�aMO A?a e + 71 4127.10 E P6933708 t.. F S 1 1620 . AL4=IVL4 VPW C F L ' FVAM PAD I 7PAD1626 Ij12 13 4002 ,; ' FLANCFRAMEJAMB �6AL 6x2225 A ` 14 4134 rt °' GASKETFORMAIN FRAMESILLJCNNf •` 7P134W/K 13• 1155 #8X1. DPN.SMS 81 > 16 4110 ?0 SCREENADAPTOR 6o<; -TS AI. Sutinn 32 1 4006 D IMSHMEETINGRAIL 6063HS -T6 AL 64006 2710 33 1235 WSTP 170X.270 BA FIN SEAL 675160 35 1096 SWEEPIATCH DB3C`AST 71096 36 1016 #8 X.625 PR FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -TS AL 64126 242 38 1683 WSTP -= X.270 BA FIN SEAL 616830 39 7070 BULB WEATHBRSTRIP.187X.275 67070K 40 LIPTRAILCOVERCAP 74078"C"LORR 41 4139 I.F. FRAMB BEAD 6063 -T6 AL 64139 42 4140 IX.FRAMESILL 6063 -TEAL 64140 4� I.F. FRAME HEAD 43 4141 I.F. FRAMEJAMB 6063 -T6 AL, 64141 #4139,6063-TO 50 GLAZINGSILI • DOW 899.995 08 ALFdNT 51 1274 VomaA224GREADBULB 6TP347W 2784 .52 1225 VDMGdAZDMBBADBUIS 6TP248K 33 4039 B CgAZIAiGBEAD •5/16" 6063 -TS AL 64039B N* 54 4044 B GiAZMBEAD -5/16" W /GULLKIT 6063 -T5 AL 644703 Ob2 &182 SS 4272 A QAZMBEAD -7/16" 6063•T5AL 64222 S6 985 C 0AMMBEAD -7/16" W /CRILLKrf 6063 -T5AL 6985 .� OLA 59 4067 M013BAD- 13116" 6063•T5 AL 1 64067 1.958 60 MASS, 5116" LAMI 1/8" .090 M 1/8" A O I.F. FRAME JAMB 61 " S116" LAMI /r .090 1 /8" HS #4141, 805348 62 " 5116" LAW QIV HS, X40 PVJ3, US" HS �� t ' • ? ''. 63 " 7116" LAM1 16" A 490 P 3/l6" A L 64 ' 7/16" LAN 3116" A,090 HS 3/16" No. eg708 65 " 7 /16°LANU 3/16" HS. 490PVB,3/16" 42 I.F. FRAME SILL a r-. #4140, 6W3-TS Jd4 AM, AMW 70MANTVPES NOKOM.FL34I �A�aS�% �',:�(ORIOp.•��Fx uMebt m�MS4a �oa4s �01F HQRIZOMTAL ROLLERNDOW IMPACT aS /pvi�4'��am 1 F1c s 81 &M Me�aMO A?a e + 71 4127.10 E P6933708 t.. F S 1 i Ssq. t HEIGM I FLANGE FRAME MAX VENT DLO MAX FD(ED ja I OMNI ✓6NDB SECTION C-C SECTION, FLANGE i - MAX FMD DLO MAX. V0ff DLO —� ? MAX WWH O.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) ! 21 i 8 EX mlo INTERIOR 111111 LYNN... ' * No. 58705. * �= SILL HEAD SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) -o . Q 1 I� ��Q • 8TA of �,� SECTIONS NOKOtbB. Rs�m ALUM. HORIZONTAL ROLLER WINDOW IMPACT ' SS,I�� P4. BQX 1638 Nwcoaas,fl u3re � I�NN� ��A��-11ti��. /YNN N1CL73ti. P.F. A. Pi.Ne wm 1?rtbly lento HsH. 6 a It �412T- -9G E i , • !1 a MAx HEIGHT FLANGE FRAME -MM j U- SECTION C-C I (VERTICAL SECTION, FLANGE IMIOR r+• MAX WIDTH (FLANGE FK%=) � — EXIOR 18 SECTION 8 -8 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) g INTERIOR 17r— MAX. WWH 0T. FRAM wR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) r 21 41 22 2 a EXTERIOR __ IN7EWOR WMOR INTERIOR 10 42 SILL E) (VERTICAL SECTION, I.F. FRAME) oawa i Nom• FL3Cii6 ea �s as Ftyaste Viw*Bab HEAD :RTICAL SECTION, I.F. ONS � 5 a 11 �`��`ONH 1.TNN Mn; Eiji 88709 "';9/0NA 1i P aL e o� w 4 � 273V —^— —� 1'ID" MAX. WIDTH I.F. FRAME --111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1(41/2 -114) 338118" MAX 338H8" MAX. DLO FDW C DLO VENT 67 3w I / 8" 6 MAX MAX DLL / / OLA$ erMAX I.F. FRAME O I X CON FIG. 7S" MAX. Wa1 I.F. FRAME 74" MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO P.O. EQ%1629 iVW101d{6, FLSd274. . 83" MAX. FLANGE FRAME ALL OOMIA —w8B 7116' MAX. WIDTH F.F. I 8 7H6" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3. 1/3.1/3) NOTE: 1. SEE SHEET 8 FOR VE tnM AND HORIZONTAL SECTIONDETAILS. �m v(13 FLAWS FRAME FRAME VIEW D-D JFRAME CORNER CONSTRUCTION) _ * ` N°' 05 3MILATIONS ILUM. HORIZONTAL ROLLER WINDOW IMPACT 16 S10N4 61 "- #oVW a it t0 E NTS 4 492- P" wm TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W /SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT 26" 38" 38 3/8" 48" 60 618" 64" 80" .. 83" WIDTH TYPE FOR INSTALLATION IN THE HVHZASOW 3D �8HA li/�YEASti- TEMPEReP�aotass CAP. BOTH THE DP toR rtY RBWN 84" A,B,G,H +60.0 •80.0 +60.0 •60.0 +80.0' -8D.0 +60.0 .60.0 +60.0 •60.0 +80.0 -60.0 +60.0 :-80.0 +60.0 -80.0 88" A,B,G,H +60.0 •60.0 +80.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 �.0 +58.8 =58.8 +56.2 -58.2 108 318" A'B,G,H +80.0 •60.0 +60.0 •60.0 +60.0' •40.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +65.2 •65.2 +52.3 -52,3 A,B,G,H +80.0 -60.0 •+60:0 •80.0 +60.0 ;' fi0.0 +60.0 •60.0 +50.0. -80A; }60.0 -60.0 +54:3 -54.8 +51.7 •u1.7 : 919" A,B,G,H +80.0 -80.0 + .0 80.0 +80.0'.x.0 +8D.0 60.0 +80.0 -80.0 +59.6 -69.5 +63.8 -63.6 +60.9 -50.9 +60.0 60.0 D,E'�, LIP TO 111" « +76.0 75.0 UNCHANGED. TABLE 2. XQX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wl SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HOGHT WIDTH TYPE ALL HEIGHTS UP TO . or TO 86 7178" A'B'C' G,H,I +80.0 �.0 TO 88 7116" D' E.F` +75.0 76.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W /SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW H13GHT 28" 38" 38 318" 48 50 618" Sr 60" 83" WIDTH TYPE 80" A,B,G,H +75.0 76.0 +76.0 75.0 +75.0 75.0 '• +76.0 75.0 +75.0 75.0 +76.0 ',-75.0 +75.0 75.0 +75.0 76.0 MoDucrREvIM 88" A,B,G,H +76.0 75.0 +75.0 :76.0 +75.0 75.0 +75.0 76.0 +75.0 76.0 +75.0 75.0 +74.2 74.2 +70.2 70.2 72" A,B,G,H +75.0 75.0 . +75.0 76.0 +76.0 75.0 +75.0 75.0 +75.0 75.0 +75.0' -?5.0 +69.6 88.8 +65.2 -85.2 74" A,B,G,H +76.0 75.D +75.0 -75.0 +75.0 75.0 +63.8 •63.8n TO 74" C,D,E,F, +75.0 -76.0 •G UP J,K, L ++�, GLASS TYPES: TEST REPORT FTL4WB Q0114, FTL4869 (OX& )(0) AND Flt -6330 ::9 A. 6116' LAMI - (1/8" A, .090,1/8° A) G. 13116° LAMI IG4ff OR 3116'A (MIN.), 5/160 OR 318° AIR SPACE, 6116° LAMI - (1/8"A, .090,1/8"A) S. 06" LAMI - (1/8' A, .090,1 180 HS) H. 13/16' LAMI IG-118- OR 3116'A (MIN.), 5116° OR 316' AIR SPACE; 8118° LAMI - (1/8 "A, .090,118°HS) `` { {{� `YNN M C. 6118° LAMI - (1/8° HS, .090,1/8" HS) L 13/18" LA 41 X1/8' OR 3/16"A (MK). 6/16° OR 318" AIR SPADE, 5/16" LAMI - (lWHS, .080,1 /6'HS) ��p� �i 0.7118° LAMI - (3/16" A. AN, 3116" A) J. 13(16" LAMI IG -1/8" OR 3V16 °A (MR), 3/16" OR 1/4° SPACE, 7118° LAM) - (3/18 °A, .090, 3116"A) J.YNN E. 7/16" LAMI - WIV A, .090, 3/18" HS) K. 13118° LAMI IG -1/8" OR 3/18°A (MIN.), 3/18° OR Ile SPACE, 7116' LAMI - (3/18°A, .090, 311WHS) �T� i F. 7118° LAMI - (3118° HS, .090, 3(16° HS) L 13118° LAMI i6' -1/8" OR 3196 °A (iUIW.), 3/16° OR 114° SPACE, 7/16° LAM) - (f16"HS, .0$0, 3116°HS) • ° 'DESIGN AA W9111 E kOCNANIIEIRg86a 'f 70707ECI0f�'DM2 NOK ,PIsm Pa09XI= N�COlA9. RSM27< P-4cii-l- PRESSURES ALlJ14LHORlZOIVTALROLLERWINDOW IMPACT aw :,�0 •, sTATg 2� FIOA \O. ✓' �'a,'Si44 fOa P" U70 JR BflN'11 D ADDIDlliCAP706E1 w4AF7'N07E * ft" c AWRJTEEa%aFgYaV u�SLMTEAMMEisa�re Om My vwb&Bd=r ado NT$ .r a a+row 3 11 4127 -10 E PX s 47 Sim lfR7t0 IWNQM INTERIOR* 66 63 GLASS SITE GLASS BITE 80,81,82^ 80,61,62 61 V!)n' A:N t OTS WV ANNEALED OR HEAT MIED LASS OWSO L:OR M W 0 Aso SOLUTIA OR DUPONT I YEV I /8 ANNEALED OR HEAT STRENGTHENED GLASS 3W1ir ANNEAM OR HEAT STRENGTHENED GLASS 5M � 1 No . 7110PLAMWATED 6/16" LAMINATED GLASS M GLASS ltr NOM. GLASS SITE --T a /I illL tt-4,66,67,680.70,71) ' F we ANNEALED OR HEAT Ass M SOLUTIA OR DUPONT PVB INTERLAYER 1N° ANNEALED OR HEAT STRENGTHENED GLASS 6118° LAMINATED Wlir OR 316' AIR SPACE IW OR 3198' ANNEALED ORTEMPEI;WQm A 13118° NOM. 13/16" LWI IG GLASS W/ 5/16° LM GLASS MW PR=cr 72,73,74,75,76,77 gwoo*ytgwbdw?Whb 3118" ANNEALED OR HEAT STRENGTHENED GLASS No 1 = SWITIA OR DUPONT PVB WERLAYER 311V ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 3118" OR IWAIR SPACE IJW or WIW ANNEALED OR TEMPERED GLASS 13118° NOM. tit 13/160 LAMI IG GLASS W/ 7/16"-LAMI AFOR INSTALLATION IN THE HVHZASOVE 30 FT, GLASS TYPES G - L IIHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. o. 4volooloamMl 1"*9"mlAnMA=9DW&V9eT A071AM2 rl=rAH.Q ii . � 111—�':r .� ,B m i FUR 1 2 - fl 1 4127.10 % gg 0 P. E. 9 GUM 1 L ANCHOR gamy WINDOW SIZE � 3 2+C3+2 3 4 1+C2+1 3-1-2+C3+2 g 3 4 . 3 37.000x 38.376 48.000 60.826 64.000 80 000 63.000 1 +C2 +1 2 1+C2+1 2 1 +C2+1 2 1 +C2+1 2 1 +C2+1 2 1 +02+1 2 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +¢2+1 3 1+C2+1 3 i+C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2 +1 ' 3 1 +52+1 3' 1 +C2+1 3 1 +C2+1 3 1 +52+1 3 1 +52+1 3 1 +C2 +1 3 1+C2+1 3 1+C2 +1 3 1 +C2+1 3 1 +52+1 3 1 +53+1 3 1 +C2+1 3 1 +C2+1 3 1 +C3+1 3 1+02+1 3 1 +C2+1 3-1 I+C3+1 3 1 +C2+1 3 1 +C2 +1 3 1+C3+1 3 48.000 It 38.376 48.000 60.826 64.000 80.000 83.000 1 +02+1 2 1 +C2+1 2 1+C2+1 2 1 +C2+1 2 1 +C2 +1 2 T+-&+- 1 3 1 +52+1 3 1 +C2 +1 3 1 +C2+1 3 1+C2+1 3 ME 1+02+1 3 1 +52+1 3 1 +53+1 3 1+52+1 3 1+C2 +1 3 1+52 +1 3 1 +C2+1 3 1+p+1 _1+C_ 3. 1+(2+1 3 1 +C2+1 3 1 +C3+1 3 +53+9 3 1 +C2 +1 3 +53+1 3 1 +C3+1 3 1 +C2 +1 3 1 +p+1 3 1 +03+1 3 1 +C2+1 3 1 1 +C3+1 3 1 +C3+1 3 1 1 +C2+1 3 1 +C3 +1 3 63.126x 3 &376 4 &000 60.628 64.000 80.000 83,000 1 +C2+1 2 1 +�1 2 1+C2+1 2 1+C2+1 2 1 +C2 +1 2 1+52 +1 2 1 +C2 +7 3 1 +52+1 3 1 +53+1 3 1 +(+1 3 1 +(2+1 3 1 +p+1 3 1 +02+1 3 1 +C3+1 3 1 +52+1 3 1 +C2+1 3 1 +C3+1 3 gI+C3+l 1 +C2+1 3 11+03+T -a 1 +03+1 3 ''1 +52+1 3 1 +C3+1 3 1 +02+1 3 1+C3+1 3 1 +53+1 4 1+C2+1 3 1 +C3+1 3 1+CS+1 3 1 +C4+1 3 1+C3 +1 4 1 +C3+1 3 1 +C4+1 -,3 80.000 x 3&376 4&000 60.826 64.000 60.000 8.3.000 1 +C2 +1 3 1+C2+1 2 2+C2+2 2 1 +C2 +1 3 1 +C2+1 2 2+52+2 2 1 +52+1 3 1 +52+1 3 2+03 +2 3 1+C2+1 3 1+02+1 3 2+03+2 3 1 +C3+9 3 1 +02 +9 3 2+03+2 3 1 +53+1 3 1 +C2+1 3 2+03+2 3 1+03+1 4 1 +C2 +1 3 2+03+2 3 1 +53+1 4 1 +C2+1 3 2+C3+2 3 1 +C3+1 4 1 1 +C3+1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3+1 3 2 +04+2 1 +C3 +1 4 1 +q+7 3 2+C4 +2 4 1 +C3+1 4 1+C3+1 3 2 x 36.376 48.000 60.826 64.000 60.000 63.000 x 38.376 4 &000 60.626 64.000 60.000 63.000 4 4 1+C2+1 3 2+C3+2 3 4 1+C2+1 3-1-2+C3+2 3 4 1 +C2 +1 3 2+C3+2 4 4 1+C3+1 1 3 2+54 +2 4 4 1 +C3+1 3 2+04+2 4 3 2+C2 +2 2 2+C2+2 3 4 2+C2 +2 3 2+C3+2 4 4 2+C2+2 3 2+C3+2 4 4 2+C3+2 3 954+274 6 2 +53+2 3 2+54 +2 4 5 2+C3+2 4 2 +54 +2 6 IMTECHNO•oorowvs X0X0 %FL8027E P.O. BQ)C 16�Y - NOXOAtlB. PL 91100 P 1� NOTES: 1. ANCHOR TYPES: 1- 114° ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE-FLEX 3412 STEEL SCREM (G6) 2. GLASS TYPES: A 8/18' LAMI A,.�,1/8-A) FOR INSTALLATION IN THE HVHZABOVE 30 B.511 LAMI - �1/6°A 080,1/8° HS) FT, GLASS TYPES O- L SHALL HAVE A C. 6116' LAW - (1/8' WM Iff HS) TEMPERED I.G. GLASS CAP. BOTH THE OP ANO D. 7116" LAMI - (31181 A.080, 3(181 A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7M6'LAMI -PAW &.080,3M6-HS) F. TAW LAMI - (3118" H3..080, 3116" HS) H. 131 16' LAMIO- 718"OR3M6'A(MIN.18118.OR318' PACE,6116' LAN. (1/6'P�1,.M1B1HS) L 13118` LAMI IG -118' OR 3/16"A (MIN.18M61 OR 318-SPACE, 6118' LAW - (1/8-H6,.080,1/8- HS) K. 13/'18' LAMI G -118" OR 3118 -A (MIN. , 3/16' OR 1/41 SPACE, 7118- LAMI- (3M8-A, 080, 3116' HS) L 13118°LAMIiti- 1/810R3M6'AWKW 3116 OR1/ 4- SPACE,7118"LAMI-(3M8"HS.M3MWHS) 3 WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL: 10117' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE• 18 3/4' MAX FROM CORNERS. JAMBS: 8' MAX FROM CORNERS AND 221/2" MAX O.C. TABLE KEY: O 2 +53+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIEQ A CLUSTER OF (3)ANCHOR CENTERED ON THE MEETING RAG. PLUS (2) ANCHORS AT OPERABLE VENT AND F00OSECTION. (7) ANCHOR TOTAL AT WAD AND SILL (3' MIN. O.C. ANCHOR SPACING) MAX I ' -- il-3'NIL 9" REF. 0 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS8 (SHOWN IN TABLE KEY ABOVE) 8 183/4 -MAX I I 1A2' TYP. 17 I+-3° REF. ( LYNN MTG. RAIL � _�Z , No• 88708 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 'k = ANCHORAGE SPAC/N© OXANDXO IMNEIMS .,� '•. '�GORIDP`.•' •• �� ALEN. HORIZONTAL ROLLERNDOW IMPACT '�.`� YONA1 -��N�` . -- Im"D N73 10 • 11 7 4127.10 F_ A LYNp ( PE 4. r GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 21. FOR INSTALLATION ABOVE 30 FT. GW88 TYPES O THRU L MUST HAVE A TEMPERED GLASS CAP. A. 6116" LAW CONSISTING OF (2) LITFS OF:10 ANNEALED GLASS WITH A.000 DUPONT BUTACITE OR SAFL X4MPSAFE MAXIMUM PVB INTERLAYER. B. 618" LAMI CONSISTING OF (1) LITE OF.1/8" ANNEALED GLASS AND (1) LITE OF 1AX' HEAT STRENGTHENED GLASS WITH A.= DUPONT BUTACITEE OR MAXIMUM PVB INTERLAYER. C. 6M6' LAMI CONSISTING OF (2) L ITES OF 1/S' HEAT STRENGTHENED GLASS WITH AN 090 DUPONT BUTACITE OR SAFI EX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAW CONSISTING OF (2) MS OF 3M6' ANNEALED GLASS WfTH AN .M DUPONT BUTACITE OR SAFEMUKEEPSAFE MAXIMUM PVB INTERLAYER E. 716° LAMI CONSISTING OF (1) 41TE.Cift3M6" ANNEALED GLASS AND (1 }LITE OF 3118" HEAT STRENGTHEN •%i" WITH AN A80 DUPw BuTACITE OR s*im KEEPBAFE MAXIMUM PVB INTERLAYER. �i a F. 7116' LAMI CONSISTING OF (2)4TE$ OF 3MW HEAT STRENGTHENEO GLASS WITH AN .090 DUPONT BUTA&TE OR SAFLIDUKEEPSAFE MAXIMUM PVB INTERLAYER. 0.13116' LAM] IG: (1) LITE OF 1/8° OR 3118" ANNEALED (MIN.) GLASS, GMV OR 318" AIR SPACE AND 6118" LAMI CONSISTING OF (2) UTES OF '118" ANNEALED GLASS WITH A -= DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER e, H. ISM6' LAMI Kk (1) LITE OF 11V OR 3/18" ANNEALED ( MIN.) GLASS. SM8" OR 3/S" AIR SPACE AND 6118' LAW CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF U8' HEAT STRENGTHENED GLASS WITH A ASS DUPONT SUTACITL3 OR SAFLEXIXBEP8AFE MAXMUM PVB INTERLAYFJi L 13118' LAMI IQ (1) LIFE OF i/8.OR 3HO' ANNEALED (MIN.) GLASS, 6M8. OR SW AIR SPACE AND BM8' LAMI CONSISTING OF (2) L.ITES OF U8' HEAT STRENGTHENED GLASS WITH AN 090 DUPONT BUTACITE OR SAFLOUKE11PSAFE MAXIMUM PVB INTERLAYER. J. 13/16' LAMI IG: (1) LITE OF 118" OR 3/16' ANNEALED (MIN.} GLASS, 3118" OR 114' AIR SPACE AND 7118' LAMI CONSISTING OF (2) LITER OF 3M8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB NTERLAYER K. 13/16' LAMI 10.'(1) LITE OF 118' OR 3/16' ANNEALED (MN.) GLASS, 3118' OR 114' AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1).UTE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLL3omEpwE MAXIMUM PVB WTMAYER L. 13/16' LAMI IG: (1) LITE OF 1/8" OR SM6" ANNEALED (MM.) GLASS, 3118" OR 114° AIR SPACE AND 7116' LAMA CONSISTING OF (2) UTES OF 3M8" HEAT STRENGTHEM GLASS WITH AN A0 DUPONT BUTACITE OR SAFLEXfl AFE MAXIMUM PVB INTERLAYER 2. CONFIGURA7IONS:2 O LSO 3. DESIGN PRESSURES: (SEE TABLES. SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 6. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FORANCHORAGIE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -484 FTL480 AND FTL4536. ELOO TEXTRON NOA:04.6721AI. 034MOS ANSI/AF&PA NM2006 FOR WOOD CONSTRUCTION ADM-2M ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED 4 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 0. FOR INSTALLATION N THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED LQ GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. F&OA DRAWING MAP GENIERAL. NOTES«........ i GLAZING DETAILS»-2 DESIGN PRESSURES. —a ELEVATIONS« .. _ « 4 VERT. 8ECTIONS...:w.. -.. 6 HORIZ. SECTIONS..«........ 6 PARTS LIST........ _ „.« e EXTRUSIONS.... 7 CORNER DETAIL.......... -.. 6 ANCHORAGF .....„ .............. 8.11 YNN * r No. WIGS - TONDMUCHAACITB70CU�1VI 'mr.. �coeoBQn TGea K Ml �•••vr v.ran..rcv!a.� .cry nw4!v77a rr u nrn �E s L// offim rN •10 �1' PE