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WS-16-3000►,� Miami Shores Village �s�!ORS 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 ryF,42'I Phone: (305)795-2204 fiG.M." Permit NO. WS-11-16-3000 Pe Permit Type: Windows/Shutters rlill't-ik Classiiication: Window/Door Replacem Permit Status: APPROVED Issue Date: 11/28/2016 1 Expiration: 05/27/2017 Project Address Parcel Number Applicant 424 NE 103 Street 1132060170750 DARYL &NARA UNNASCH Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DARYL & NARA UNNASCH 424 NE 103 Street (857)526-3203 MIAMI SHORES FL 33138- 424 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone INTERNATIONAL MASTER DESIGNS i (305)232-9610 e of Work: TO REPLACE EXISTING WINDOWS $ DOORS of Openings: 10 iitional Info: ssification: Residential inning: 3 Fees Due Amount CCF $12.00 DBPR Fee $3.00 DCA Fee $3.00 Education Surcharge $4.00 Notary Fee $5.00 Permit Fee` $200.00 Scanning Fee $9.00 Technology Fee $16.00 Total:. $262.00 Valuation: $ 20,000.00 Total Sq Feet: 349.63 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-11-16-61898 11/28/2016 Credit Card $ 252.00 $ 0.00 Avauame Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, P¢UMBING,'MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF VIT: I c fy it:all the for9fioing information is accurate and that all work will be done in compliance with all applicable laws regulating construction z ni F e ore, I guthon the above -named contractor to do the work stated. November 28, 2016 Contractor / Agent Building/ffe�partment-/Copy November 28, 2016 1 RECEIVED Miami Shores Village Nov 08 2018 Building Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20If4 BUILDING Master Permit No. eC_ vo—i=' -3 PERMIT APPLICATION Sub Permit No. o S I I, (Y ,�jOCO BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS 'CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4.zy ill I b 3 's'l— City• Miami Shores County: Miami Dade Zip: 33 13Y3 Folio/Parcel#: 96 - 3 2U6 —D/:V - 0 7S-0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): DA 2 H L V JJU.AS � Phone#: �/o30) i�o2 g2-Z3 Address: 2si AJ E 10 3 5-r- City: l4"'*P// 5k-02"LS State: , G' Zip: Tenant/Lessee Name: Phone#: Email: p CONTRACTOR: Company Name: 'l-�0jerriwe -Tin��v, Phone#:,%U�o' % y88Z_ Address: City: 1"f, 1 H Qualifier Name: ,7qL., © Zip: rre-y✓'G Phone#: 7,6 'S92 -'/3`t State Certification or Registration #: ISLSLtI Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ v 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 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 beypproved and a reinspection fee wille charged. Signa OWNER or AGENT The foregoing instrument was acknowledged before me this c& day of � l Vt>-4>J bQ^` , 20 L am, by —who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Pri ,tip ' YANIVE LIZETH RINGUN Seal: r , Nonry PuNic -State of Florida . • ^ : Commission # GG 081989 ? �s My Comm. Expires Mar 13.2021 `••'Eric � ?. Boded ftD# National Notary Assn. APPROVED BY CONTRACTOR The forfoing in''strument was acknowledged before me this day of20 /3 , by i & ­dS&> who is -personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Pri Seal: Connialon1GG081W A1y Caron. E OMS Air 13 ;. ' � ��,,,,�•� ionMdewuNlWlrrtNow,4.. Plans Examiner as Zoning BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department ov o 2016 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20) Master Permit No. 20 I /e - Sub Permit No. WS b_ 3(nc) ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION �z SHOP CONTRACTOR DRAWINGS JOB ADDRESS: A4 2 4 p f 10 3 5 V City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I I- 3 Z 06 .,917 - o ? 54 Is the Building Historically Designated: Yes NO Occupancy Type: Q FJ' Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): "Ag- d UA"ANA 5 N Phone#: f ' 8 57 3z a 3 Address: 42, `{" A/ C 1.3 IT - City: M 1 ,6M� State: Zip: Tenant/Lessee Name: Email hone#: S �G� A"Vxas CONTRACTOR: Company Name: l N r /1 N�"l Al AS�rn DO StSN Phone#: Address: �`I"b 3� 5`w os-z4 City Qualifier Name 114PA) M14iv-t State Certification or Registration # State: _ 2/ ool0 6g�o 3ot-234 9o�1-4 Z• Zip: 3 3 / 14 Phone#: *3 0 r' 23o7 q0to Certificate of Competency #: 13 8 G a d D DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: 5 Value of Work for this Permit: $ 'LGi �' o O Square/Linear Footage of Work: 3 ¢ 1 � � 6 3 P Type of Work: ❑ Addition ❑ Alteration ❑ New I �J Repair/Replace ❑ Demolition Description of Work: T. R e pkj GE 0>41 1 r/ )-, f IV 1.*j D 0 V f s DDo a s 4- xy at otO (h cS�INGS Specify color of color thru tile: Submittal Fee $ i Permit Fee $ 2V�/ CCF $ rIZ� CO/CC $ 10 Scanning Fee $ i Radon Fee $ o DBPR $ 3 Notary $ • oo Technology Fee $ 1�-Q Training/Education Fee $ Double Fee $ Structural Reviews $ _ Bond $ 04 TOTAL FEE NOW DUE $ Z 5"2 . (Revised02/24/2014) 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 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. 11 "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 x v" `� �M Signature OWNER or AGENT CO TRACTOR The foregoing instrument was acknowledged before me this 'W day of 04 20 / 1 by P,PtA l/ N ✓Q5l who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as The foregoing instrument was acknowledged before me this �n day of 20 by who is personally known to me or who has produced 40-el—VK41— as identification and who did take an oath. NOTARY PUBLIC: Sign: �7�^""' �`� ��"� 4 Sign: Print: Seal: ION =•; MY COMMISS# EE 834785 A EXPIRES: January 14 201711 pF; yQS•' Bonded ihru Notary N& underwriters Print: zap; _sn1tgSAA4 . Seal: APPROVED BYU�A izlv Plans Examiner ************ Zoning Structural'Review (Revised02/24/2014) Clerk Yn STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSJO� f,IAL REGULATION RGO066810 ISSUED: '_'1 0/2512015 REGISTERED GENERAL CONTRACTOR DIAZ PERNA, MIGUEL INTERNATIONAL MASTER DESIGNS AND P (INDIVIDUAL MUST MEETALL LOCAL LICENSING REQUIREMENTS PRIOR TO CONTRACTING IN ANYAREA) HAS REGISTERED under the provisions Of Ch,489 FS. Expiration date AUG31 2017 L1510250004o17 CT013 - Construction trade-s-li—ualifying Board BUSINESS CERTIFICATE OF COMPETENCY 13B000305 INTERNATIONAL MASTER DESIGNS AND PLANNERS LL D.B.A.: DIAZ ER"N`AOMIGUEL Is certified under the provisions of Chapter 10 of Miami -Dade County QUALIFYING TRADE(S) 0001 GENERAL (COUNTY) 0044 ROOFING 0055 SWIMMING POOL ma Juliana H. Salas P.E. Secretary ofthe Board w .miamidade.gov/economy Miami -Dade County retains all property rights herein Local Busi ness Tax %cei pt Miami -Dade County, State of Florida LBT -THIS IS NOTA BILL -DO NOT PAY 4977709 BUSINESS NAM EILOCATION RECEIPT NO. EXPIRES EXPIRES INTERNATIONAL MASTER RENEWAL DESIGNS INC 30, 2017 5197371 14631 SW 148 ST CIRCLE Must be displayed at place of business MIAMI, FL 33196 Pursuant to County Code Chapter SA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS INTERNATIONAL MASTER DESIGNS 196 GENERAL PAYM ENT RECEIVED INC BY TAX COLLECTOR ENGINEERING 75.00 08/09/2016 Worker(s) 1 E20900 CONTRACTOR CHECK21-16-111284 This Local B Wrn Tw Raceipt arty con*nm payment of the Local Businam Tex. The Iboapt is not a I icerne, panit, or a oertl ^cation of the holder's quali ^cations, to do business. Holder nest comply with any omwnmm td or raVovemmmial regulatory laws and requirements which appl y to the business. The I�Pf NQ above nest be displayed an alCo l comrm al vehicles - MIwd-Dada de Sec 88-2m nr®1 r«morelnfomstiormAsit www.niamdadeQmdW tali lector Local Busi ness Tax %cei pt Miami -Dade County, State of Florida -THIS IS NOTA BILL -DO NOT PAY 1321892 BUSINESS NAM EILOCATION INTERNATIONAL MASTER DESIGNS AND PLANNERS LLC 14631 SW 148 ST CIRCLE MIAMI, FL 33196 OWNER INTL MASTER DESIGNS & PLANNERS LLC Inn mim In nIA7 PFRNA MANA(;FR Worker(s) 1 RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2017 3348000 Must be displayed at place of business Pursuant to County Code Chapter SA - Art. 9 & 10 SEC. TYPE OF BUSINESS PAYM ENT RECEIVED 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 75.00 08/09/2016 13b000305 CHECK21-16-110470 This local Busl ness Tax lboalpt only con"me payment of the Local Business Tax. The Roca pt is not a license, perrrit, or a card °cation of the holder's quail "catlons, to do business. Folder must comply with any gmerrawtal ornwVmmnvnmW regulatory laws and requirements whlchapplytothe business. The FEMPrNQ abmm mot bedisplayed on all carrrrorcial vehicles -Mimi-Dodo Code Sec 8a-2/& Far more i nformatiom vt sit www.rrjanjdadegzflmxWl M® JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. .EFFECTIVE DATE: 11/18/2016 EXPIRATION DATE: 11/18/2018 PERSON: DIAZ-PERNA MIGUEL FEIN: 455549832 BUSINESS NAME AND ADDRESS: INTERNATIONAL MASTER DESIGNS AND PLANNERS LLC 14631 SW 148 STREET CIRCLE MIAMI FL 33196 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR -PROJECT CONTRACTOR MANAGER,CO Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 INTERNATIONAL MASTER DESIGNS AND PLANNERS Date:.' 1 11630(k) State of �--- County of �Lprq� -'ayF— Before me this day personally appearedglalb-- 69 _ N�ho, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: sq' NL (0 3 ST H(AP, %oT-2; TL 3313$ Sworn to (or affirmed) and subscribed before me this 53 day of 201C, by W s "-V'�-. - r pu Notary Public State of Florida y Co Alvarez M My Commission FF 156750 "FOFf� ExPires091031yf018P Personally know OR Produced Identification Type of Identification Produced u-bavw—L-ITEN�F- Print, Type or Stamp Name of Notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 was VOULHOW LW VWFIVU — vrvrKers c.ompensazion insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in'the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part -tune or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting tole minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE TI4AT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: 't Owner State of Florida County of Miami -Dade it The foregoing was acknowledge before me this �� U day of A 0 4 20 / r`' By ,�! .412 A Al N.6SJ who is personally known to me or has produced as identification. Notary: MElft SEAL: My�' DMM' January 14, 2017 04-14.s ` 8=1ed Thru"Pubic Unden to d Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: /l- 0 3- l 6 GULL 11- - P912- Al d Qualifier/Owner Signature Date Print Name MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miwnidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Aluminum French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, 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: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX door or O (sidelite) shall control. 2. All laminated glazing options (glass types, A, B, C, D & E) must have 3/16"HS glass at interior side. 3. '/4" Elco Ultracon (former Tapcon) to be 4"OC into Cone. and 6" into CMU (jambs). 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. 0 : • • • • • ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo'dity'state:past=ies and following statement: "Miami -Dade County Product Control Approved", noted herein. ...... . ...... ...... RENEWAL of this NOA shall be considered after a renewal application has been filed and tWe has been ao chanit in the applicable building code negatively affecting the performance of this product. 000000 • • • • • • • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a r!Md or change i$ the ..... materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anX product • • 0*0 for sales, advertising or any other purposes shall automatically terminate this NOA. Failtiq to Copiply With any sectlgq • ; • of this NOA shall be cause for termination and removal of NOA. """ ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1t11� 4 and f IPTd by the • •' expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it'shan 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 #15-0528.24 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 16-0629.17 MAMMADE COUNTY Expiration Date: October 18, 2017 ...� Approval Date: July 21, 2016 Page 1 1� PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No.11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12- 0516.02/#11-1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202,-.94. • • • • • • • ...... Along with marked -up drawings and installation diagram of Aluminum outswing'doorl...;. •. w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports�]KjPTL-5' 12, dated • • 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under f9ps4# 12-516.0#11- ; • • • •; 1013.22) 00*000 000000..... ...... . . . ..... C. CALCULATIONS (Submitted under file #15-0528.24) .. .. .... ...... 1. Anchor verification calculations and structural analysis dated 05/22/15;eepVlying with FBC- •. 214 (51 Edition), prepared by PGT, signed and sealed by Lynn Miller, 'P.E. ' :...:. """ 2. Glazing complies w/ ASTME-1300-02, 04 & -09. ; • • ; • • • •; . . D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RER). 14�r-!!�1-(_AKA- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E -i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5 h edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. ...... . ...... .... .... . . . .... ...• ....• ...... . . ..... . . . .. .. .. .. ..... . . ...... . . . . ...... ...... . . ...... shaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-2 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) • 2014FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300.09 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION 1. GLAZING OPTIONS: -ALUMINUM DESIGN MANUAL, ADM-2010 A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISI-S100-07/S2-2010 SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. E. 13/16" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB NOA DRAWING MAP INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/39/6STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5, SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA'S:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 1/2" GLASS BITE EXTERIOR ICI JI 94 1/8"AN. OR HS. GLASS 3/16" HS. .090 PVB INTERLAYER GLASS • • • • • • • (DUPONT BUTACITE OR • • • • • • SAFLEX/KEEPSAFE • • • MAXIMUM) • • • • • • • • • 3/8" NOM. GLASS STACK 1/2" GLASS BITE EXTERIOR I(u 94 3/16" AN. OR HS. GLASS 3/16" HS. • .090'PVB IN-WRLAYER GLASS (41PDN:BL1rACITE OR • • !hF&EX/YEEPSAFE • • • i i •NAXIMUM) 7/16" NOM. GLASS STACK 3/8" LAMI NOM.••• •�• ••• ••• •�• 1716" LAMI NOM. GLAZING OPTION A OR ET,•IVOTZ_: 1 • GLA&lNGjQPTION C OR D, NOTE 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS........... 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS........... 5 PARTS LIST ...................... 6 EXTRUSIONS ................... 6.7 ANCHORAGE .................... 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED 1/2" GLASS BITE EXTERIOR LLM 1/4" AIRSPACE 3/16" HS. 3/16" TP. GLASS GLASS .090 PVB INTERLAYER 1/8" HS. GLASS (DUPONT BUTACITE) 13/16" NOM. GLASS STACK 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 lRQOUC f R8mm •�i M1► IYe FbeW ti Y•dY induct Ca•etei L6 fn z° O Lu In J J 0 O F<LU C3 -6 to 0 Of 6i Z 0 0 J = Z CD U 0 Z W < LPL O �W �� H m LL Z < 'c% �N q ® ONO�N N T N n n '•" zoo. A 01' z U ���\ w_Yt•IN r1PC•r��'i� 59705 9 ' � j\ /J A.'LhMN MILLER, P.E. P.E.It 58705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LRES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4' 87 3/4" 1 91 3/4" 80- 95 314" 30 37 1/2"1 a 71 3/4" +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 F70.4, -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 70- 83 3/4" 1 87 3/4" 91 3/4" 8° - 95 3/4" 20 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 30 37 1/2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 O WIDTH GLASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75. +75.0 -j5.Q +7;.0 j75.0 +Z�.0 -75.0 12 3/4" +75.0 -75.0 +75.0 4.0 +751; -Ifbd t•752) :740 :• -75.0 -75.0 SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.D -854 *61-9 •61*9 +59.0 -59.0 SIDE LITE 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47#00.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -3Q.2 *.35.2 -d5.2 �5;! -35.:: +34,j 36 3/4" +34.0 34.0 +34.0a.0 I ;3A. -3Z.0 I i.341 -34.D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• NOTES: ►RODUC r REVISED 1. GLASS TYPES: M -pWft wilt ttt n1lid, hominy A. 3/8" LAM (11/8" A, .090 PVB, 3/16" HS) ' ctvOla ; No 1c-692q.1-7 Ei*0y„�� B. 318" LAM[ (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAM (3/16" A, .090 PVB, 3/16" HS) A+Ar, nd�etCa•uy D. 7/16" LAM] (3/16" HS, .090 PVB, 3116" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. 0 ILL MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 112" UQ MAX. XXO/OXX WIDTH = 107 3/4" O O MAX. OXXO WIDTH = 143 3/4" 0 2 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" & tc O_ Uj WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE W FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p O 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 8 0 EX. A FROM TABLE 1. OXO WITH GLASS TYPE A W cr 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES § O Z DESIGN PRESSURE = +67.6 / -67.6 PSF UR U EX. B FROM TABLE 1. LLJ d Lu OXXO WITH GLASS TYPE A O 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES Z U- O DESIGN PRESSURE = +70.4 / -70.4 PSF u CD . EX. C FROM TABLE 2. (!] W $ J Q L.- OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C ®N T 2S G2 x� N ~ F 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES Y $•y DESIGN PRESSURE=+43.1 /-43.1 PSF4 ix o 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH oZ Z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. T r.. i A. LYNNMILLER, P.E. P.E.# 58705 73 1/2" MAX. 36 MAX. X. �— 49 103 Er �E X 1 D SEE NOTE 4 OR XO 37 1 /2" �A 95 3/4" 49 M{AX. T. 40" (TYPJ pt �D Ct X 109 1 /2" MAX. 36 3/4" SEE NOTE 3-��— 36 3/4" MAX. — MAX. —� 49 [J�EE�E 103 E� O 143 3/4" MAX. 3MAX "—�-f —SEE NOTE 3 � f�-3M Y 49 41 E� 0 103 lE X AC . L E 0 MA (Ty SEE NOTE 4 SEE NOTE 4 OXXO 41 '--SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX. B DLO (TYP.) G -17 , G 95 3/4" MAX. (TVP.) 84 MAX. X. DLO (TYP.) DOOR DLO HEIGHT = HEIGHT -11 3/8" r DLO WIDTH'X' = DOOR WIDTH -12 15/16" �C • • FI �F DLO WIDTH'XX' = DOOR WIDTH/2 -11 5/16" • s O SIDE LITE • • DLO HEIGHT = HEIGHT -11 3/8" �• • � - _• • ��-� • • � DLO WIDTH =WIDTH-3118 AA" X •� ••VvM •. • • •. B O NOTES: 41 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS GEE &*rkTS 4 AND 5. • 000 • • • 3. SIDE LITES OVERLAP'X' AND'XX' DOORS B;3/r WF N ASS�IBL�Ed'FO:IAKE'XV' 'OX'•OXO"XXO', '0)(' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LIT jgDO CQNN OTIO4 (S@EE*1PPWCABILF SHEET 2). 5. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOW & ('X' �OR S%V ADTH - 5.:46) ('V DOOR = DOOR WIDTH/2 -4.079) 00 SEE NOTE 4 -- OXO 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) n Le ' ur i LNG ki I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC f RFVUD tmw Gk A-gpt-" Ne 16-as • 17 6ykWa- Dale to I 4-VL= ndaNCo" LL /4" U)) v 1 X. O �.) O Q �O�o 0 F — o � .F J a c- W 0 06 8 LL O O 0 sH U) U Z O W o L W o Ld J LL zC o X ��za o o i O = rc U A. LYNN MILLER, PE. P.E.k 68705 3 WRODUCf REVNED. u ae•IfM� wNY �fw FloM� I.WiNg Q& 40 AgnPI!Ke N4e 2 E�pirWr�h 1 -"7 11511 EXTERIOR INTERIOR 11.` �` •�d aN''i'.i�54r �epnc�Coo•d 10 1 2 60 Y r sU_ 64 AT HEAD/JAMB Q 37 O 00 65 AT SILL/JAMB 4 g g CLEAR -COLORED o EXTERIOR INTERIOR SEALANT g � € 62 � ® 63 w U) o as 10 O� w O p H MAX. MAX. MAX. MAX. SIDE 62 w Z DLO DOOR DLO HEIGHT LITE HEIGHT fn Q w Of U o �- S .gam L ® > Q rc FIG N r' SpxO W Rv Y < SL VIEW G-G N o 30 61 CORNER ASSEMBLY o= ° 40 13 DOOR SECT.A-9•• •;• �•� ••• ••SLf ffT. B-B VERTICAL '•: '. VdRTICAL • • • • • • • • • • • • • • • • • A. LYNN MILLER, P.E. P.E.N58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 49 fMo"C C REy16Ep I—piyio[ wily the FlorWe sb�MieR�id,� �- MAX. 'XX' WIDTH ��Dhece' IYoJG OL 2q 1.� 1E�n+new oeeeJ�.j • • N_ LL � o U � MAK. � MAX. � O s O 2_ DLO 'XX' SECT. C-C DLO 31 g & C6 € oLU _ 35 36 34 44 HORIZ. 46 45 5 32 J g MAX.'X' WIDTH 20 0� V5 LL cn ca 8 O Z 0 ,n O O U) • W = NZ INTERIOR °` U V O Z e L11 O L O M.a N ' LL o 'X' SECT. D-D b g0 e j 46 21 5 EXTERIOR HORIZ. 67 SJAPACING, SAME AS MB ANCHOR SPACING rn O N O a MAX. SL WIDTH- �{ f��{ (SEE SHEETS 7, 8 AND 9) MAX. SL WIDTH-- I i W m'v VV 62 oao ° noz z w U .. ... ..r766 1` MAX. • • • • • • • • • • • MAX., DLO SEE TABLES 1 AND 2 AND DLO �i 22 NOTES ON SHEETS 1 & 2 a' 6 1b l 66 62SL SECT. E-E• 6?•• • FOR APPLICABILITY • • • • • • • SL SECT. F-F HORIZ. (DOOR W/ SIMLITC) . •. : : . ; HORIZ. (SINGLE SIDE LITE) • • • • • • • . • • A. LYNN MILLER. P.E. • • • • • • • • • P.E.#58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ITEMDWG# PGT# DESCRIPTION 1 943B 80411 FRAME HEAD 2 1010 80300 WSTP.,QLON .190 X.375 HIGH 3 7070 87070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLTSTRKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 9w 7950A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FP)P 08-32 X.500 PH. FL. MS - S.S. W/SIUCONE PATCH S 995 70995 GASKET BETWEEN THRESHOLD & FRAME JAMB 9 ISM 709M GASKET (BETWEEN HEAD& FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 61IDDOM OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL TSLOT (AMSBURY#32011 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER.D55 INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER.0951NHOUSE INJECTION MOLDED 16 11003A 411003A ACETAL SPACER .140 (INMOUSE INJECTION MOLDED) 20 915D 60380 FRAME JAMB (OUTSWING) 21 1010 SQ300 WSTP.,Q-LON .190 X.375 HIGH 22 660B 68808M REINFORCEMENT, 1.000 X 2.750 X 0.650, SWI-T5 23 1140 7SX112PSATS #8 X 1.500 PH SO A T/S 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,8 010 X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 F RODA 5/16.18 THREADED ROD 36 9W 7990NUTA 5118-16 FLANGED HEX NUT 37 914A 80379M WEATHERSTRIP CHANNEL 38 7634FPT #8 X.75 PH. FL. TEK 39 997 70997 GASKET BETWEEN PANEL HEADISILL & PANEL STILES 40 1023 87B24G WS7P., .187 X. HK3H, FNBEAL 41 92 441720 SLIDE BOLT ABBY. (INACTIVE PANEL ONLY 42 1146 T6X12FPAW 06 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG INACTIVE PNL) 44 983B em DOOR PANEL ASTRAGAL 1 (OIRSWING) 45 994B 6964 DOOR PANEL ASTRAGAL 2 OUTSWING 48 1213 6Q200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ABBY.(41707& 41708 48 1139 7634F #6 X.750 PH. FL SMS 49 982 F021-TAY 2 PT. LOCK ASBY. 50 SR19OFS RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADSOLT 87ME PLATE 53 1116 710X34PFA #10 X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1116 710X34PFA #10 X.750 PH FL. SMS 80 9200 80200 SIDELITE HEADER 61 921D 8921 SIDEUTE SILL 82 9168 60381 SIDELRE JAMB 63 1155 7B1PQA 08 X 1.DD0OUAD PN. SMS 64 998 79M HEAD GASKETS (STOCKING 97096B) 65 999 7999 SILL GASKETS (STOCKING 070999) 66 934A 61641M SIDELfTE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 71265 K SETTLING BLOCK, Y32' X 1/4' X 1' W/PSA 71 71267K SETTING BLOCK, 111W X II X 1' W/PSA 72 4222A 84222 BEAD, 7/16" 73 9N 6988 BEAD, 3/8" • • 92 D86 649M BEAD, INTERIOR 93 1224 BTP247 BULB, THICI( (U8ED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 318' LAMI -1/8' A, .90 PVB, Yte" HS 96 GLASS, 3/6' LAMI -1/8' HS, .90 PVB 3(18' HS • • 97 GLASS, 7/16' LAMI - 3116' A. .90 PVB, Y16' HIS • • 96 GLASS, 7118" LAMI .3116- HS, .90 PVB, 3/16' HS • • 102 11006A 141108A ACETAL SPACER.295(INHOUSE INJECTION MOUL ED) 103 OFF -THE SHELF DEAD BOLT LOCK SILICONE HOT -MELT BUTYL STRUCTURAL STRUCTURAL SILICONE 1/4' NOM. FOAM 3/78" NOM. POLYISOBUTYLEN WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS KODISPACE SUPER 60 4SG TPS B1 SPACER® NXT- BUT DESICC F E(T. GLAS REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED _ STAINLESS STEEL �v `INT. GLASS DURASEAL8 OCOAr`CD EXT.GLASS� DESICCANT FILL AREA �5116" NOM. LICONE SEAL "U� \—INT. GLASS OXL EDGETM Part# Description Material 80 Kommeding 4SG TIPS Spacer System See this Sheet for 81 Quanex Super Spacer nXi with Hot Melt Butyl 82 Quanex Duraseal Spacer Materials 83 Cardinal � Edge Spacer • • • • s • • REFERENCE TESTREPORTS: L 71 968 & 8970 • • • • • • i • ••• •• • • • •• • • • • • • • • • • • • • ITEMS Z1i-&9, 2849 58.59, 68�89, 74-7:, 84-91 & 99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. PRODUC r REVISED. ks e400*9 -ilk like Flm4d, Ao 40—N• IC-dL21,1.7 Eyklye4 Drre_la I i y 11-� �f['&N'�11 1 1_' Gkmky ui ' LL 0 �0 �:.� U O Lu I.— J Lu 0 O ¢J od LL. 0 a Q.' 0 O 0 a � 0 _ U Z W � Z � Opt O J LL O 8 d w (L D Q ,� LL lL 22 YY N ��oXoLL �dx O s= � U A. LYNN MILLER, P.E. P.E.# 68705 • • • • • • • • • • 1.750 - 1.750 4.626 4.726 4.000 .062 4.100 .062 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063-T5 1.750 4.726 4.100 .062 4.675 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 1.500 -{ 3 3.111 I 1251 1 FF.558 .550 .750 683 050 1.4100 .050-T j FILLER HEAD ADAPTER 34 TRUSS CLAMP 73 3/8" GLAZING BEAD 6063-T6 1 Q 6063-T5 6063-T5 1.750 4.726 .062 4.675 4.100 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 LF- -.525 683 050 7/16" GLAZING BEAD 72 6063-T5 r- 3.000 -{ 3.100 �{ 1.21.479 .050 5.459 .075 5.212 OFRAME HEAD 6.085 6063-T6 .075 •• ••• 0 4.586 • 0509 14•••0 ••�•• ••• • ♦• 0• a• • •• 0789 75 .489 3••• 100� 11 OUTSWING THRESHOLD • • • 6063-T6 i�" •SLHEADER • i • • • • SL SILL•606:46 i•• • 0t063T6 • • • • • • • • • • • • • • • • • • • •• •• • • • i• •• ••• • • • ••• • • r 1.480 -1 3.000 .050 20 DOOR FRAME, JAMB 6063-T6 1.578 .890 050 3,000 62 SL JAMB 6063-T6 .050 1.620 .250� 37 WEATHER STRIP CHANNEL 6063-T5 fd.375 2.11 25J125 32 HINGE 6063-T5 �{ r-.172 J83 050 .883 1.092 74 IG GLAZING BEAD 6063-T5 504 -r 830 U U.360 t�-� OUTSWING THRESHOLD 13 CHANNELCOVER 6063-T6 2.980 r 2.750 -� 050 1.000 --1 I SL JAMB 66 ADAPTER .650 125 22 TUBE MULL O 6063-T6 6063-T5 PRDDUC f REVISED ,.KNNcc-Ckd. F�OIW\ Ac,epr.-No fL-n� Zy.l"f E,µarPe pqs r n i e u �� w n�i.«rt!FMrt mduec C+n•vl Y c'sl O u- O 6O 0o 1 d 2 g vi i o W J W cl 0 Va 06 ILL. O r � O h O 0 sZ �Z z Z U Z W O Fn L - o W 14Q u- I" A. LYNN MILLER, P.E. P.E.M 58705 I HEAD �—ZONE C" I ZONE "D"ZONE Dw a a a z X ILL! ILL z z XX z O — O O - O Q �ZONEI'D"�ZONELD"~ SIL�SIL ZONELC'� SEE TABLE 3., SHT. 9 SEE TABLE 4., SHT. 9 rHEAD HEAD HEAD ZONE ENE�ZONE„F„�Z'E' m m o OXO N i`SILL SILSILL ZONE �ZONEL F"—{-ZONE { E SEE TABLE 7., SHT. 9 "E NOTES: HEAD ZONE "E m m z O z O — O Q l SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD ZONE "D"ZONE "F"ZONE { "E" I o XXO OR OXX m o co K m a SILL ONEI y. HEAD I ZONE "D"ZONE HEAD "E"� a m z XO OR OX z Og O co ca � Q SILSILL � ZONEL D" � ZONE "E" SEE TABLE 6., SHT. 9 n inn HEAD } Z ENEJ—ZONE"F" ZONE"F"�Z'E" m o0 o OXXO o m m a ZONE }—� SILLc 1— SILLr"�ZONE� SEE TABLE 7.•S�R. 9• • • • • • • '_SEE TABLE 7,;H r 9 r "E" • • • • • • • 9X,4MPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4"'XX' DOOR, • • • • • • • • • WI 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) .. ... •• . • • •• x = MINIMUM JAMB ANCHOR LOCATION. — = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. WTI J191" ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F"ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 6" MIN. O.C. FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 114" MAX. FROM CORNERS AND 231/8" MAX. (PC. 000 • • • •• • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FDOO AStAGAL CEN�'EJ ,4�4D 20 71" MAX*.O.C. HEAD 8 SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 */#' MAX. O.O. • • • • • • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATIQI ji*BOV: THEN IFgR TQ THE APP jdPRIV TABLES ON SHEET 9. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • = ANCHOR LOCATION FOR EXAMPLE ABOVE /RUDUCf REVISED n ..NpyiK whh the Florida A-,P—a EMA'dw Drtc J1�lL--( IIIIDlYtiF/•1•ef Ypal co z O J w W C2 .. O zkkU dQ IL H U a 0 O LU F- J w a 0 LL Yis to 00 O Z U z w L o w _— j �Q m �n� a 0�x(t =V �yy < dx O o= Z U A. LYNN'MILLER, P.E. P.E.# 58705 APPROVED ANCHOR TYPES: PRODUCE RMSED �nP�iwh•D•FWA& E Amot"SN -diz-1 �7 PIlNIl, Mtc ' 1 - \1 6•-l.s<�.-.. 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. �i�5•. A4 ci •.;eN ,r;„n, 0 �i O cN p yy 4 d p lJ.l QUJ LLI o Q ~ Q ('� yyL) 8QQ O) i J Q a w O sZ = h W LL LL LITE i N O p LL 0 O) 8 o O L z e n e CN�H a! =,,.- 00 ax o= _ N 0 U • • • • • • • • • • A. LYNN MILLER, P.E. P.E.# 58705 TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 6.O SIDE LITE TABLE 6. XO 8� OX TABLE 7.OXO, XXO, OXX OOR OF XO 8� � 8 OXXO GLASS TYPES A, B, C, D, E A, B. C, D. E GLASS TYPES GLASS TYPES A. B, C, D, E GLASS TYPES A, B, C. D, E ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHORTYPE3 SUBSTRATE 2,3, WOOD1,2, CONC 2,3, WOOD1,2, CONC 8 SUBSTRATE8 SUBSTRATE 2,3,WOOD1,2, CONC 8 SUBSTRATE 2,3, WOOD1,2, CONCDOOR WIDTHS LOAD ZONES LOAD ZONES WIDTHAD - 10.75 ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LADZONES 'X'- 25.50� LAD w "X' - 25.50 "X"- 25.50 TO 37.50 �"0" TO 36.75 TO 37.50 TO 37.50 f1 LL ❑ter �O It � LL W W W b W W � W � � = �,: < =�j _oc'-47.75ammm<maTO mma���a�a�FF xO-aiSIDE 71.75m �aSIDE��WIDTH x HT.x3xx X3WIDTH x HT.WIDTH x HT. OOWI7H xOOWIDTHx HT. OOXX25.50 x 79.75 5 2 7 423 47.75 x 79.75 4 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 24 210.75 x 79.75 4 2 4 283.75 83.75 83.75 5 2 7 423 5 4 4 1 483.75 4 2�83.75 424287.75 5 2 7423 5 4 4 1 41 4 2 4 2 4 24 291.77 87.75 87.75 87.75 O O 87.75 91.75 91.75 O4 O91.75 4 2 3 5 4 4 1 4 191.75 4 2 2 4 24 295.76 95.75 95.75 95.75 � LL u 95.75 p g p p 2 7 4 23 54 4 1 4 1 4 2 4 2� 4 2 4 2 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 63.75 4 2 � 4 2" 83.75 4 2� 4 2 87.75 87.75 87.75 87.75 m m 87.75 Q Q 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 4 2 4 2 4 2 91.75 91.75 91.75 91.75 F 91.75 � 6 2 7 4 2 5 5 4 7 4 2 3 4 2 4 2 4 2 4 2� 4 2 4 2 95.75 95.75 85.75 95.75 0 LL � LL 95.75 a LL a LL 6 2 7 4 2 5 6 4 7 4 3 5 4 2 4 2 4 2 4 2 4 2 4 2 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19,00 x 79.75 4 3 4 2 19.00 x 79.75 4 3 2 83.75 83.75 83.75 83.75 W w 83.75 W W 5 2 8 4 2 3 5 4 7 4 2 3 4 2 4 2 4 3 4 2 4 3 4 2 87.75 87.75 87.75 87.75 F F 87.75 p p 8 2 B 4 2 5 5 4 7 4 2 3 4 2 4 2 4 3 4 2 4 3 4 2 r=� 6 2 B 4 2 5 8 4 7 4 3 5 4 2 4 2 4 3 4 2 4 3 4 2= 91.75 91.75 91.75 91.75 a � 91.75 95.75 95.75 95.75 95.75 Q e 0 95.75 4 Q 6 2 B 4 2 5 8 4 8 4 3 5 4 2 4 2 4 3 4 2� 4 3 4 2 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 4 2 21.75 x 79.75 4 3� 4 2� 83.75 83.75 83.75 83.75 4 3= 83.75 � 6 2 8 4 2 5 5 5 8 4 2 3 4 2 4 2 4 2� 4 3 4 2� 87.75 87.75 87.75 87.75 w_ w 87.75 � � 6 2 B 4 2 5 6 5 8 4 3 5 4 2 4 2 4 3 4 2 4 3 4 2 91.75 91.75 91.75 91.75 Z 91.75 0 p 8 2 8 4 2 5 6 5 8 4 3 5 5 2 4 2 5 3 4 2 5 3 4 2 95.75 7 2 10 4 2 5 95.75 6 5 B 4 3 5 95.75 5 2 4 2 95.75 5 3 g y 4 2 � y 95.75 5 3 W m 4 2 W m 33.50 x 79.75 6 3 B 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 4 2 27.75 x 79.75 5 3 4 2 6 3 B 4 3 5 6 5 8 4 3 5 5 2 4 2 5 3 4 2 5 3 4 2 83.75 83.75 83.75 83.75 Z = 83.75 � H 87.75 87.75 87.75 87.75 87.75 � 0 6 3 B 4 3 5 6 5 8 4 3 5 5 2 4 2 5 3 4 2 5 3 4 2 � � 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 6 3 4 3 8 3� 4 3 91.75 91.75 91.75 91.75 w w 91.75 LL 95.75 95.75 95.75 95.75 < < � 95.75 W E W 7 3 10 4 3 5 7 6 10 4 3 5 6 2 4 2 6 3 4 3 6 3 4 3 35.50 x 79.75 8 3 B 4 3 5 67.75 x 79.75 6 5 8 4 3 5 38.13 x 79.75 8 3 4 3 36.13 x 79.75 6 4 4 3 36.13 x 79.75 6 4 4 3 6 3 8 4 3 5 6 5 8 4 3 5 3 4 6 4 4 3 6 4 4 3 83.75 83.75 •• �3.7� -• 83.75 � p 83.75 Q Q 87.75 6 3 8 4 3 5 67.75 6 5 B 4 3 5 • 87.7E � 93 4• • • 87.75 7 5 LL 4 3 LL 87.75 7 5� 4 3 a 91.75 91.75 •• 9'I.7: •• 91.75 p p 91.75 D: 7 3 10 4 3 5 7 6 10 4 3 5 7c •3 4• 7 5 4 3 7 5w 4 3 95.7 95.75 • 95-71 • 95.75 v Q V s 95.75 S g s 7 3 10 4 3 5 7 6 10 4 3 5 T •3 4• 7 5 4 3 7 5 4 3 37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 8 5 6 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 4 3 36.75 x 79.75 6 4 4 3 83.75 83.75 83.75 63.75 83.75 w w 8 3 8 4 3 5 6 5 6 3 4 3 6 4� 4 3� 6 4 4 3 87.75 7 3 10 4 3 5 87.75 6 5 "il 17.75 74 35� 4 387.75 7 55 4 35 91.75 91.75 y 91.757 7 3 10 4 3591.7576 T •3 4• 35y4 3 5 4 3 95.75 9575 95.75 � � 95.75 7 3 1045 7 6 7 3 4• g 5 4 3 7 5 4 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD 1 3/4" 1 3/4" 2X WOOD 13/4' BUCK, NOTE 2 �­MIN E.D_�_MIN E.D. 3.4 KSI MIN. CONC. 1 3/4' MIN. E.D. 3.4 KSI MIN. CONC. BUCK, NOTE 2 940- I X WOOD BUCK, NOTE 2 FRODL)CrREVIS9101 1 318" TYPE I m wpll* with The furm& 13/8" TYPE 1 b".g cod. 1XWOOD - TYPE 2 1 3/4" TYPE 2 A-0— me 6 1211, BUCK, NOTE 2 1 3/4' 1 3/8" MIN. Et 1hic 1 3/8" MIN. MAX. 1/4" MAX. SHIM 1/4" MAX. 114" MAX. SHIM EXT. SHIM SHIM WOOD ANCHOR CONC. EXT. WOOD EXT. CONC. EXT. CV TYPE 2 OR 3. ANCHOR, ANCHOR ANCHOR, TYPE NOTE NOTE 1 T NOTE 1 NOTE 1 TYPE 2 OR 3, DOOR HEAD (WOOD) DOOR HEAD (CONC) 1 1/4" TYPE I OR 2 (CMU) NOTE I 5v - 3: u 1 318- TYPE 1 (CONC) 0 < 1 3/8" SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) V) 0 EL 1/4" MAX. l 3/4- TYPE 2 (CONC) -� 0 1/4" MAX. SHIM MIN. 1 1/4" TYPE 1 OR 2 (CMU) Lo SHIM:. __T 1/4" MAX. SHIM 1/4* MAX. SHIM 0 7T 1 314' MIN. E.D. I 3/8' MIN. -T 1 3/8" TYPE I (CONC) 0 1 3/4" TYPE 2 (CONC) U.1 WOOD CONIC. 1314' ANCHOR MIN. E.D. ANCHOR, Lu ON CONC '77"T 1.5 KSI MIN. CMU OR LL NOTE 1 STAGGERED ANCHOR CENTERS, ON WOOD KSI MIN. CONC. od 0 EN ANCHOR, TYPE STAGGERED p C/) CENTERS, MIN. E.D. TYPE 0 2 OR 3, O .1314"MIN. E.D. .1 3/4" M NOTE NOTE 2 OR 3, 6==� 0 fn EXCr. D 9_X_1m NOTE 2X WOOD 1 X WOOD BUCK, 1.5 KSI MIN. CMU OR I U-1 BUCK, NOTE 2 NOTE2 3.4 KSI MIN. CONC, BUCK, NOTE 2 IX WOOD BUCK, NOTE 2 • EXT.• c) z LLI DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) Z WOOD ANCHOR TYPE 2 U-1 CONC. ANCHOR, w — ,NOTE1 El LL 0 -WOOD ANCHOR, TYPE 2 OR 3 NOTE I CONC. ANCHOR, NOTE 1 1 X WOOD 0 EXT. EXT. J:r UCK, NOTE 2 8 A tu ::) t" U- EXT. NOTE3 Z EXT. 114"MAX. 1/4" MAX. 1/4; MAX. SHIM 6jOR [3N - SHM T MAX. < < A NOTE E HIM 1 3/8" TYPE 1 1 /8 M 3 1 3/8" IN. TYPE 2 3/4" TYPE 13/8"MIN. ::1 3/8 'TYPE1 1 314" 3.4 KSI MIN. 3/4" TYPE 2 — �-3.4 KSI MIN. CONC. CONC. zo 2X WOOD BUCK, NOTE 2 ImIN. E.D. 2X WOOD BUCK, NOTE 2 13/4" DOOR SILL (WOOD) DOOR SILL (CONC) MIN. E.D.-may o SIDE LITE SILL (WOOD)o SIDE LITE SILL (CONC) s= z NOTES: 00 *so * * 0 9 0 so 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ON*'MIAMI-4D9 94U*YIPI:R(::/Eo ELCO 1/4' TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4- MIN. (TYPE 2). THE MINIMUM DISTANCE FRU"CBNTLOR OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4- SS4 CRETE-FLEX ANCHOF,;AB"*0 I$' 4hW.jTY:E :). . . * 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL,cPNOT4R1E1MUIRED.QIF USED NON-S"NKIP IKON -METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THA jIS COT :GHT TcCrHt S:BtfRATE, IND T*NSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN TH"ROUIr AND WOOD SWBSDTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 6U 116 A. LYNN MILLER, P.E. P_EA 58705 MIAMI-DADS MIAMI-DARE COUNTY W$Wk Am PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, 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. 00 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • •; • LABELING: Each unit shall bear a permanent label with the manufacturer's ig4w, gr logoo city! states 0 0 • model/series, and following statement: "Miami -Dade County Product Control AppsQie ", unless otherwisp. ..... noted herein. 0000 • • • • .• RENEWAL of this NOA shall be considered after a renewal application has been fired and thefd Aas been•;••. no change in the applicable building code negatively affecting the performance oft Is•$�vduct. • • • • • 006606 TERMINATION of this NOA will occur after the expiration date or if there hasbomoa revision or change . • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA7oas an.•endorsement• •.:. ....0 of any product, for sales, advertising or any other purposes shall automatically teg nirft this NOA. Failurg� � 0 to comply with any section of this NOA shall because for termination and removal of NOA. . • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be 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 NOAH 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.14 MIAMFDADE COU� Expiration Date: February 19, 2019 �rAdwa..-. ApprovaI Date: August 04, 2016 / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-St4..:. along with marked -up drawings and installation diagram of an44mi�aum Dxecr • window, prepared by Fenestration Testing Laboratory, Inc., Tast.Report W.' * ....:. FTL-7212, dated 03/21/ 13, signed and sealed by Marlin D. Brinson -P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.;;;; . ; ;;„; • 2) Uniform Static Air Pressure Test, Loading pef FBC, TAS20:-94 ....... 3) Water Resistance Test, per FBC, TAS 202-94• • • • •' 4) Large Missile Impact Test per FBC, TAS 261-94' :. * 0: 0 000000 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ' .... along with marked -up drawings and installation diagram of an aluminum fiats : window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Man el Pe ez, P.E. Product Co trol aminer NOA 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51' Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. I S-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property --Compression Set 1+mA+IRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventioriai ;►alcanizeaWbber • • • • � • and Thermoplastic Elastomers of 143 lb/ in. ""' • • .... .... ..... ...... . . ..... .. .. .. .. . . . . ...... ....% Manuel Per z, .E. Product Control am' er NOA No. 1 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring on 02/19/19. • •••• •••• • • •••• •••• ••••• •• •• •• •• •••••• • Manuel a .E. Product Contr Exa iner NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-3 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3V IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-M% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850 8 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. 48" TIP -TO -TIP WIDTH 47' BUCK WIDTH 48' BUCK WIDTH _ 44-1/4" VISIBLE 45.114' VISIBLE LIGHT WIDTH LIGHT WIDTH r-►IB, SHEET6� 6" MAX.--_D, SHEET 7� 8" MAX. SHEET 6 A SHEET 6 SUCK SHEET 7 HEIGHT J-- I---�—�— 92-1/4' — 12' MAX. / VISIBLE 12" MAX. O.C. I LIGHT O.C. T i HEIGHT T — 1 96" TIP -TO — i TIP HEIGHT _ 1 I` 6" — 12" MAX. O.C. 6" J B 1 F"r MAX SHEET6 MAX. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 25 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE.-.......... 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A........... 8 INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES ............... A l PARTS LIST ................................... 11 TART F 1- DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE 8 SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 48" BUCK WIDTH F SHEET EFTO 2' MAX. H E, 96" 1 I G. BUCK —�—_---_— HEIGHT 1 T-------- 93-114" i " J— i VISIBLE VISIBLE 5" MAX. LIGHT LIGHT O.C. HEIGHT / HEIGHT I / 96' _ BUCK HEIGHT 12" MAX. O.C. F, SHEET 8 5" MAX. O.C. SHEET 7 2" MAX. H. SHEET 9 TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) FIGURE 1: 12" O.C. MAX. 12" O.C. MAX. / j 6" MAX. Type • • • • • • • • • Sit 1 7/18" La0't'VBa- 31W FS) • • • 2 2 1118' • • •• 2 3 1-1/16"Laml.IG 3/18"T-7/18"Alr-3/16"An-.090"PVB-3116'HS 3 4 1.1/16"Law IG3116'T-7/16'Air -3/16"HS-.090"PVB-3115"HS 3 5 7116" Laml 3/16" An - .090" SG • 3116" An 4 6 7I18'laml 3NYMS-.090'SO-3/1••• •e• 4 7 1- 8' ml. 3116"T-MWIAir6'•6- 1611n-.O80"�-3116'Mn 5 8 11-M4C Corni. 3116"T- 'Air• 16 -.090' -3/1 3 5 "SG" - "KURARAY S[tiTRYGLL//dINTER•AY9R" BY KUF%WY AW41CA, INC. 'PVB' = "IllU ARAY 9UTACITE•VVMTER•AYER" BY K•RARAY•MERICA, INC. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• 0 0 — C I E,SHEET8 SHEET 7 G, SHEET 9 SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. rWIDTH WIDTH --►I WIDTH WIDTH -^i 11 1 iL —w1orH �-{ I►-- WIDTH --H WIDTH -H IF WIDTH —I w w w x I Z11 I xj —J ol WIDTH WIDTH WIDTH I.- WIDTH -H T f T =1 =1 1 1 i 1 O n ; 0 N a o0 Q c N z LL c,, (OD J a --,0 0 to W 2 oN UMO W Z O ~ W 0] O 3_. C� O� .0 �i �z O O az g a W W o laa4S ® S Z .6 Co F- o W LU ~ O O z Z Z a,o�g O W r- co as ?5LU u- a,1rl (7 ��sa0 6ai,a5 pNY LYNNlic _ No. $370S ' 7� ����•.. STATE OF :�: �+. A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure (+/-, psf) forGlass Type 1 m9 Side fN 67-7/8 72 76 80 84 88 92 96 100 104 109-112 30 +/-80 +180 +/-80 +1-80 +/$0 +/-80 +1-80 +/-80 +1.80 +/80 +/-80 32 +/80 +I80 +180 +I80 +I80 +180 +1.80 +/80 +180 +/80 +/-80 34 +I80 +/80 +180 +180 +I80 +180 +1-80 +1-80 +/80 +/.79.8 +1-79.4 36 +180 +180 +180 +180 +180 +180 +1-79.7 +1-77.2 +1.75.1 +1-73.4 +/-72.2 38 +I80 +I80 +/80 +/80 +/80 +1.78.1 +1-75.2 +/-725 +1.70.3 +188.5 +i88.3 40 +180 +180 +180 +I-79.8 +/-77.2 +/-74.3 +1-71.3 •187.9 +185.1 +183.4 +181.6 42 +I80 -180 +I80 +I.T7.4 +1-74.3 +1-71.3 +/-68.2 +/-64.7 +1-6te +159A +1-58.2 44 +/80 I +/80 +1.78.9 +1-75.4 +/-72A +1889 -185.6 +/822 +159.7 +/-57.5 g 46E+/-T7.4 +180 +1.77.2 +/-73.6 +/-70.1 +/868 +183.5 +180.3 H57.7 0 48 +1-79.3 0-75.6 +1.71.9 +1-88.3 +1.84.9 +/81.5 +1-582 rn 50 +1JT5 +I-74.1 +1-70.3 +188.7 +1831 +1.59.7 52 +1-75.6 +1-724 +188.8 +185.1 +181.5 m 54 +1.73.8 +1-70.5 +187.3 +183.5 58 +/-72 +1886 +I-65.358 +1-70.3 +I866 80 +188.7 +185 62 +I87.1 64 +189.7 +1-6&5 A+143 /8 +187 7116" LAMINATED GLASS STACK 3/16" ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 11-7/8' O.C. MAX 1-3 EXTERIOR a 20 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3• Window Design Pressure (+/-, psf)forGlass Type 3 Long 67-7/8 72 76 8o 84 98 92 96 100 1D4 109.112 30 +/-00 +/-80 +/80 +1-80 +I80 +180 +I-80 +180 +I80 +/80 +1-80 32 +180 +180 +1-80 +180 +I80 +I80 +I80 +180 +/-90 +/80 *I80 34 +/-80 +1-80 +/-80 +1.80 +140 +1-80 +1-90 +1.80 +I80 +/-80 +/490 36 +1-80 +180 +180 +180 +180 +180 +180 +180 +180 +/80 +/80 38 +180 +1.80 +180 +1-80 +180 +180 +1-80 +180 +1-79.4 +1-76.4 +1-74.3 40 +/80 +180 +1-80 +I80 +/80 +I80 +I80 +/-787 71-73.5 +1-70.9 +189 42 +I80 +I80 +I80 +180 +I80 +180 +/-77 +1.73.1 +189.6 +1-66.9 +I-65.2 44 +I80 +I-80 +I80 +/80 +I80 +1.77.8 +I-74.1 +/-70.3 +187.5 +1.63.9 t 46 +I80 +1.80 +/80 +/80 1 +I-79.2 +/-75.4 1 +1.71.7 +/88.1 0-65.1 48 +/-80 +1-80+180 +180 +1-77.2 +1-73.3 +189.5 +1858 r03 5o +I80 +/80 +180 +1.79.4 +1-75.3 +I-71.3 +IBZ5 Y 52 +I80 +I80 +I80 +1.77.7 +1-73.5 +1895 m 54 +180 +/80 +1-79.8 +1.76 +1-71.8 58 +I80 +180 +/-T7.5 H-73.8 58 +/80 +/-79.4 +1-75.4 60 +I80 +I.77.8 +473.5 • • 82 +180 +1.75.8 841 +/-78.8 +1-74 66 1 +/-77.2 67-7/8 1 +/-74.9 • • L90"PVBINTERLAYER 3/16" HEAT STRENGTHENED GLASS GLASS TYPE 1 GLASS BITE �- LONG SIDE SHORT SIDE I - LONG SIDE -� SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1.1116' NOM.�t',e GLASS STACK 7/16"LAMINATED GLASS STACK 3/16" HEAT I SHORT I- 3H6"TEMPERED GLASS STRENGTHENED GLASS SIDE I-'- 3118" ANNEALED GLASS 7116" AIR SPACE .090" PVB 11 INTERLAYER 5 LONG USED AT CURVED SIDE FRAME MEMBERS ONLY 29 5l8" 11-7/8' O.C. MAX. GLASS BITE 1-3 EXTERIOR • • • • • •/� • y 7 21 13 SHORT I • • • • • • • • - SIDE •• • • • • ••• GMSSTYPE3 ••• •• • • • •• NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONSCOMPI6jr�Y FIT wrrWIN. • • • • • • • •• • • • • • • • • • •• • • • •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • > M a Y 03 '"aa 0 n 04 alaa co O C rn Z O v M J o ry n E LL N OO Z LL ,n U- t0 . 78 u- p M L ' UJ UU_ XD m O 0m0 (z O> Op v (� Z � Z az °i OLLI •- u> LL O cq ® U) w laaVS Z a W F 03 Z aloa5 Z� O ZN N X w as LL a171 o 'asa0 sauas 6, A. LYNN MILLER, P.E. P.E.k 58705 Window Design Pressure (+1•, pal for Glass Types 2 & 4 Long n 67-718 72 76 80 84 88 92 96 100 104 109-1/2 112 118 120 124 128 132 136 140 144 30 +1.80 +1.80 +IAO .l-00 +1.80 +1-80 .1-80 +/-80 +r-80 +1-80 +1-80 0-80 +1.80 +1-80 +/-80 +1-80 .1-80 +1.80 +i-80 +/.B) 32 +1.80 +/AO +/AO +1-80 +1-80 +I-80 +1.80 +/-80 +r-80 +1.80 +/-80 +1-80 +1-80 +I-80 +/w +1-80 +1.80 +/-80 +J�w 34 +1�80 +/-80 +/b0 .1.80 +1-80 +/.80 +140 .1-80 +IAO +1-80 +IAO +1-80 +1-80 +1-80 +I-80 +1-80 +1.80 36 +1A0 +1-80 +1-80 +1-80 +1A0 +1-80 +/-80 +IAO +1-80 +/-80 +1A0 +/-80 +1.80 +1-80 +1-80 +/-80 38 +l.80 +1.80 +1-80 ./-80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1.80 +1-80 ./-80 40 HAO +IAO +IAO H-80 +1-80 +1-80 +1.80 *r-80 +!-BO +/�0 +1-80 +1�0 42 +1-80 +1-80 +1-80 ./-80 +1.80 +I-00 +1-80 +/.80 +/-80 +1A0 +1-80 44 +1-80 +1-80 +1-m +1A0 +/AO +I-80 +JbO +1-80 +1.80 +1-80 46 +/-80 +1-80 +/$0 +1-80 +1.80 +l-00 +1.80 +/-80 +1.80 48 +1.80 +180 +/.80 +1-80 +1-80 +1-80 +rAO ./-80 rn 50 +1�80 +1.80 +1.80 +1-80 +1-80 +1.80 +1.80 E 52 +1.80 +I-80 +190 +1-00 N-80 +/-79.1 N 54 +1-80 +1.80 +1-80 .1-80 +1-78.6 56 +1.80 +1-80 +/40 +1.79.1 58 ./.80 +1A0 +14W 60 +/.80 +1-80 +I-79.3 82 +/�80 +1-00 sa ./-90 +r Bo 68 +IAO 87-7/8 +1.80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. 7/16" LAMINATED GLASS STACK 7116" LAMINATED GLASS STACK GLASS STACK .090" PVB INTERLAYER 3/16" TEMPERED GLASS 3J16" HEAT STRENGTHENED GLASS 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE--__,.090' PVB INTERLAYER 4 1t 11 5 USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 5/8' FRAME MEMBERS ONLY 29 5/8" 11-7/8" O.C. MAX. GLASS BITE _ 11-718" O.C. MAX..-. GLASS BITE EXTERIOR a GLASS TYPE 2 EXTERIOR a TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE -7-RT F-- LONG SIDE 1 SHORT SIDE SHORT I- li�� SIDE >� LONG SIDE 21 13 GLASS IV FSHORT • • • • • • • • SIDE y� • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • •000 • • • • • LI LONG E I I SIDE SHORT SIDE M y m � G U Ne P.- N a7�0 O co N LIJ 0 M J 01 Q N � 8 uMouO J Z LL 1cf1 LL )Q Z J � UU XL d WO oN omo W Z 02 OD N Lu m 0 0 o> .0 rn O a �z (_Z J J Q u) M Q F LL O m ® c') Lu Iaa45 Z Z 3 Ix 0) S w Z aloa5 Z_IL NN n co O 3 O Z LD w x w aaa LL � 011�1 .�=oQ =o„as A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure (+H, psf) forGlass Type 5 Long Side (In) 67-7/8 72 76 80 84 88 92 96 1 100 104 109-112 30 +901.125A +901-120 +901.115,5 +901-11L5 +901-108.5 +901-105 +gp1-104.5 +90/-103.5 +90'-1025 +901-100.7 +90.97.9 32 +901416.9 +9(Y-110.8 +901-105.3 +90-101.6 +901-98.7 +901-95.7 +901-923 +901-90.6 +901.90.3 +149.9 +1-89 34 +901.108.9 +90/403 +90/.98.8 +99-95.1 +901-91.8 +/68.2 +1-84.4 +/-81.5 +1-80.1 +1.79.8 +1.79.4 36 +901102.8 +90/-97.1 +90/-928 +1.88.9 +1.85.5 +1626 +1-79.7 +/-TT2 +I-75.1 +1-73.4 +/-72.2 38 +901-98.4 +90-92.2 +1-86.7 +1-83.2 +1-80.7 +1-78.1 +1-75.2 +/-725 +/.70.3 +1-88.5 +I68.3 40 +901-94.6 +1-68.2 +1-82.6 +I-79.8 +1-7Z2 +I-74.3 +1-71.3 +1-67.9 045.1 +1-63.4 +1-61.6 42 +901.91.3 +1-84.7 +/40.7 +I-T7.4 +1-74.3 +1.71.3 +168.2 +1-64.7 +141.8 +1.59.8 +158.2 44 +1-88.3 N-82.4 +/-78.9 +1.75.4 +/-711 +168.9 +/65.6 +/422 H59.7 +1-57.5 46 +145.4 +/.80.8 +1.77.2 +1.73.8 1 +/-70.1 +168.8 +163.5 +1-%3 +/57.7 48 +1427 +1.79.3 +/-7.6 +1.71.9 +I-68.3 +1.64.9 +161.5 +I58.2 N 50 +/60.9 +1.77.5 +1.74.1 +1-70.3 +/66.7 +I-83.1 +1-59.7 52 +/.791 +1-75.6 +1.72.4 +168.8 +165A +/61.5 U) 54 +1-77.4 +1-73.8 +1.70.5 +147.3 +163.5 56 +1.75.8 +1-72 +1.68.6 +1-65.3 58 +1-74.2 +1-70.3 +166.8 60 +I-727 +I68.7 +165 62 +1-71.2 +1vA 64 +1647 +145.5 66 +1683 67-7/8 1 +1.67 7/16" LAMINATED �J GLASS STACK 090' SG INTERLAYER 3 3/18' ANNEALED GLASSJ /16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY ® 11-7/8" O.C. MAX. NU I hb: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: Window Design Pressure (+/., psf)forGlass Type 7 Long Side (in) 87-718 72 76 80 84 88 92 96 100 104 10g-112 30 +901-130 +901-130 +90f-130 +901-126 +901-1228 +gW-119.8 +901A18.1 +901-117 +90f-1/58 +901-112-7 +901-109.9 32 +901.130 +W-1251 +90/-118.9 +99-114.8 +901-11-1.5 +90/-108.1 +901-104.3 +90/-1024 +90/-102 +901-101.4 +W.99.7 34 +901A23.1 +90'-1164 -901.111.7 +90-101.5 +901A03.8 +901-99.7 +90I-95.3 +901-92.1 +gW-90.5 +1-90 +l49.6 38 +901-110 +9d-109.8 +901-104.8 +90'.100.5 +90/-96.6 +901-93.3 +1.90 +147.3 +1434.9 +162.3 +141.2 38 +901-111.2 +901-104.2 +901-97.9 +901-94 +901-91.1 +/-K2 +144.9 +141.9 +1-79.4 +1-76.4 +1-74.3 40 +901.196.9 +90t-99.8 +9019a,l +901-90.1 +147.2 +144 +140.5 +1-767 +1-73.5 +1-70.9 +169 42 +901.103.2 +W-95.7 +901.91.2 +/47.4 +1-84 +/40.6 +1-77 +1- 3.1 +149.6 +166.9 +166.2 44 +90/-99.7 +9(Y-93.1 +149.1 +(65.2 +141A +/-77.8 +1-74.1 +1-70.3 +167.5 +163.9 40 +90-91.3 +147.2 +/43.2 +1.79.2 +1-754 +1-71.7 +1681 +145.1 48 +1-89.8 +/45.4 +/-81.2 +I.77.2 +/-73.3 +169.5 +165 8 rn 50 +1-87.6 +143.7 +1-79.4 +/-75.3 +/-71.3 +/675 52 +145.5 +/61.8 +/-T7.7 +1-73.5 +169.5 N 54 E./-.n2 +143.4 +1.79.6 +/-76 +1-71.8 58 +161.4 +/.77.5 +/-73.8 58 +1.79.4 +05A 60 +I.T7.8 +1-73.5 84 +I-74 88 H-772 EXTERIOR a 518" GLASS BITE GLASS TYPE 5 �- LONG SIDE SHORT SIDE LONG SIDE -� f SHORT d SIDE TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS GLASS STACK - 7/16"LAMINATED GLASS STACK 3/16" TEMPERED GLASS 3116' ANNEALED GLASS 3/16' ANNEALED GLASS 7/16" AIR SPACE �.090' SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8- O.C. MAX +1-78.8 • • • • • • 87-718 +1-74.9 • • • NOTES: • • • • • 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • 000 • • • • • • • • • • ' QLASS TYPE 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • s • • o • • ••• • • • 000 0 0 IITE n SHORT SIDE LONG 10, SIDE SHORT SIDE PRODUCT REVISED as mnoymg with the Flaidn Building Code A.PM. No Y'+CJ40,6 m u _ LU LU CO "aa 3 > v aoo O N cli N 0 M f W N O J T J O� Z Z LL � LL r0 W vmojo g w V X N a O m co 0 W m O (D �Md > 00 rn O �z az rn LL g O Q ® W laa4S = O rn Z O LU Z_ e1ooS EL O Z NN U W x W as li 0 apl �sa0 saua5 Window Design Pressure (+/., psf) for Glass Types 8 & 8 Lag Side (in) 67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 1" 30 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901.130 +90/.130 +901-130 +M.13D +901A30 +90/-130 +901-130 +901.130 +901.130 +901-130 +901-130 +901-130 +90/-130 32 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-13D +901.130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +9W-130 +!)W-130 +901-130 +901.130 +90/.130 34 +90/.130 +901-130 +90/-130 +90/.13D +901430 +901.130 +901-1 +901-130 +901-130 +901-130 +90/_130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 38 +901-130 +90/.130 +90/-130 +90/-130 +9W-130 +90/-130 +901.130 +90/-130 +10/-130 +901-130 +90/-13D +90/-130 +901-130 +901-130 +901-13D +901.130 38 +901.130 +901-130 +901-13D +901-130 +9W.130 +90/-130 +90/-130 +901-130 a9W-130 +901-130 +90/-130 +90I-130 +901-129.2 +90/-127.3 40 +901-130 +90/-130 +90/-130 +90/.130 +901-130 +9W.130 +901-130 +901-130 +901-130 +90'-126.8 +90/-123.2 .901.122 42 +901-130 +901-130 +901-130 +901-130 +90/-130 +9W-130 +90/-130 +90'-129.3 +90-123.2 +90'-119.7 +90/-116A s 44 +90/.130 +901.130 +901-130 +9N-13D +90/-130 +90/.130 +901-130 +90'-124.5 +901-119.4 +901-115 46 +90/-130 +901-13D +90/-130 *90/_730 +901-130 +901.730 •9d-128.9 +9d-120.5 +901-115.3 48 +90/-130 +90/.130 +901-130 +90/-130 +901-130 +901-129.7 +901-123 +90-116.5 C 50 +901-130 +90/.130 +90/-130 +901-130 •901-130 +90-126.2 +89.41-119. E 52 •901-13D +901-130 +90/.13D +901-130 +90/-130 +88.81-123 rn 54 +901-130 +90/-130 +90/.130 +901-130 +88.81427.1 58 +901-130 +W-130 +901-130 +8941-129 58 +901430 +90/-130 +901-130 60 +901A30 +90/.130 +89.61-129. 62 +90/.130 +90/-130 64 +90(-130 +901-130 EB +90/-1-9 87-718 +g0/.130 NU I tJ: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 1.1/16" NOM. 7/18' LAMINATED GLASS STACK 7/16" LAMINATED GLASS STACK GLASS STACK JV SGINTERLAYER 3116'TEMPERED GLASS - 3/16"HEAT STRENGTHENED GLASS 16'HEAT 3/16" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASSSTRENGTHENED GLASS 7/16" AIR SPACE.090" SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY 11.7/8' O.C. MAX. EXTERIOR a 5 ' L USED AT CURVED GLASS BITE FRAME MEMBERS ONLY 29 518' 11-7/8' O.C. MAX. GLASS BITE TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT SIDE SIDE I SHORT I_ li:�� _ �'1 SIDE LONG SIDE —� EXTERIOR t W G] see 21 • • 1 • • • • • • • • SHORT SIDE • • • s • GLASS TYPE 6 GLA TYPE 8 •• • • • • • • • • • L • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • •• •so • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • j !, LONG SIDE SHORT I _ SIDE i m U rc P1 Y in 0 co O O N O J J 01 O Z AB � Z LL o LL 0 J W ° UU XN o O W Z 02 a0 5 °N ~o W m 0 Y O �u0 �z az °� O co 3 _j LL o J Q � Q N W laa4S ® Z 0O U) Z ZW a/nn Q Q Z CD NN z O 0 I� W w ?5w 6- a. LL u a1i11 nsa0 s ue5 A. LYNN MILLER, P.E. P.E." 58705 —J EDGE �ll DISTANCE INSTALLATION TYPE A 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT T ., — EDGE � 1/4' MAX DISTANCE 1 SHIM TYP. ANCHOR TYPE, ° ' EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, ` SEE TABLE B, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY °.• •e a 11-7/8' O.C. MAX. CONCRETEICMU PERANCHOR REQUIREMENT WINDOW EXTERIOR BUCK HEIGHT a -,^ 1/4' MAX. SHIM �1 WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION INSTALLATION TYPE C TYPE B — EMBEDMENT 1X WOOD BUCKSTRIP, 1/4• MAX SHIM SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, n SEE TABLE 8, THIS SHEET INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET �T 1/4" MAX SHIM } 1X WOOD BUCKSTRIP, I SEE NOTE 2, THIS SHEET • CONCRETEPER EMBEDMENT ANCHOR REQUIREMENT INSTALLATION h� EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE TYPE B AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B EXTERIOR \ I 4 11 I VISIBLE LIGHT WIDTH - 5 WINDOW BUCK WIDTH - 2314' WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A TAR] F A - EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor 6ubstret° Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw _PTTo m ne (SG70. ) 9/18 1.3/8' 12 Aluminum, 8063-T5 min. 12' A38 Steel 3/8" 0.063' • 12' Steel Stud Gr. 33 min. 3/8' 0.045" 16 Go 12" #12 m #14 Steel Screw (G5) P.T. Southem Pine (SG-0.55) 9118" 1.L8' 12" Aluminum, 808345 min. 3/8' 0.083" • 12' A36 Steel 3/8" 0.063" • 12' Steel Stud, Gr. 33 min 3/8" 0.045' 18 Gs ' 12' 1/4' 410 SS CreteFlax Ungmuted CMU, ASTM C-90) 2-1I2' 1-1/4' IV Concrete (min. 3.35 kai) 1" 1-W4' 12" 114' Steel lAlrecon Concrete (min. 2.85 ksl) 1' 1-314" 12, Concrete (min. 2.85 ksl) 2.112' 1-318" 12' Urgrouted CMU, (ASTM C410 2-11T 1-1/4' 12• Groutad CMU, ASTM C-90 2-1/2' 1.3/4' 12" 5/10" Steel Ultnlcon IConerele (min. 3.5 ksl) 1-114' I-YV 12' Grouted CMU ASTM C-90 2-V2' 1-3/4• 12" •• ••• • • • • • •• INSTALLATION NOES: • • • • • • 000 • 1. USE ONLY ANMRS P&gb ON MI5 SHUT. FOLLCRV EIIIAEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/7 THICK OR GREATER. INSTALLATIONTO TMF•6YBSTRATE&OF WOQP BUCKS V" EIpyI`ERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • • • • • 3. FOR ATTA(%jENT j ME}AL:•TA STR� CT ORAR MEMSER SH +:BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, L01AER DESIG%RR`ESSUITE FROM EITRER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • •• •• • • • •• •• 0040 0 0 0 000 0 9 PRODUCT REVISED . complying with the Florida Building Code A---pt No a m M Y D7 3 O l7 fV ^ e � O GD 0 W A O Z - O e Z LL 6 LL (00 _I " 0 S W — to r � W U 02 $ eN I— W fD O U S,ue �z Oaz °�' O LL O 4Y Q Z CD ® N � O Iaa4S z 5 J � Cz O Z a Z Z aioa5 W C 0 0 PZ N 00 LL LL a]]1 'asap sauoS A, LYNN MILLER, P.E. P.E.# 68705 EDGE DISTANCE INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2.3/4' 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET � EMBEDMENT EDGE DISTANCE �114 MAX p SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. 1/4" MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H INSTALLATION INSTALLATION TYPE G TYPE F 1X WOODBUCKSTRIP, •--�� EMBEDMENT SEE NOTE 2, THIS SHEET 1/4; MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, g SEE TABLE 9, THIS SHEET CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EXTERIOR \ VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C TARI F 0- EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate, Distance Min. Embedment Spacing P q #12 or #14 410 SS Screw P.T. Southern Pine (3 • - Alrlminum SO 5 min. A36 Steel 3/8• 0.003" • 12" Steel Stud, Gr. 33 min. 318" 0.045" 18 Ga 1Y #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG•0.55) 9/16• 1-3/8' 1Y Aluminm, 6063-T5 min. 318, 0.063" • • 12' A36 Steel Steel Stud, Gr. 33 min. SIB• 3/80 0.063• 0.045' 18 Oa) • 1Y tY 1l4. 410 SS CreteFlez Ungrouted CMU, (ASTM C-00) 2-1/2' 1-1/4, 1Y Concrete (min. 3.35 kal) 1• 1J/4' 12" 1/4' Steel Ultracon Concrete (min. 285 kel) 1' 1-3l4" 12" Concrete (min. 2.85 ksi 2-1/Y 1-3/e" 1Y Ungrouted CMU, (ASTM C-90) 2-1/Y 1-1/4' 1Y Grouted CMU ASTM C-90 2-1/Y 1J/4" 12' 5118' Stael UBracon Cenorele min. J.5 kal) 1-1/4' 1J/4" 1Y Grouted CMU, A6TM C-00 2-117 iJ/4' 12' �114' MAX SHIM MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER • • • • • • • • • EMBEDMENT ANCHOR • INSTALLItfI01 MjES: • • • • • - REQUIREMENT •-- •-� —w — • • • • " • •'r USA ALY 4*4ORS IsISTEgsON jHISs`JiEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112". 1X WOOD BUCKS ARE TYPE F EDGE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-12" THICK OR GREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE 0J VO(�PVCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE 9, THIS SHE IR• JURI�DICTIOI J • • • • • • • • VERTICAL SECTION D-D ••� 3. ;.ORA ACM ENT ' • • Y Y '� LITAI♦ THECTRUCTWRAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • •• • • • •• •• • • 4. 1✓: APPLICALAIOWER DESIGN PF:SSUREfROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • > m Y 3 m 7 O U) C71""I V, N a{op O m U) W O .I J O N J O O Z LL � LL co Z J W ,B uMo, h p � o UU XLLI O w m O 0 oma �z az °' g Z o LL O Q < ® U) z laa4S % ~ W (n H = O z Z '61-5 0 Z_ 0 NN Q 0 W %< Q O 1r co a 0- LL W allll '�s°p soua5 A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING, SEE DISTANCE PER SUBSTRATE, I NOTE 2, THIS SHEET SEE TABLE 10, THIS SHEET EDGE EDGE INSTALLATION DISTANCE DISTANCE TYPEI tl4" MAX 3 SHIM 4 EMBEDMENT 11 USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY (1—I i 1-7IB" G.C. MAX. WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4" INSTALLATION TYPE J 1/4" MAX. SHIM INSTALLATION TYPE L 910 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET INSTALLATION I TYPE J 1/4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET INSTALLATION TYPE K EDGE DISTANCE —� 2X WOOD BUCKSTRIP O OR FRAMING, SEE NOTE 2, THIS SHEET EMBED1MENT 1_ EXTERIOR VISIBLE LIGHT WIDTH = I WINDOW BUCK WIDTH -2.3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION E-E TARI P to Anchor Subatrela Min. Edge Distance Max. O.C. S cl 2-1/2" x .113" Box Nall P.T. Southern Pine SG•0.55 5/16" 5" 2-1/2" x .131" Common Nail P.T. Southern Pine SG-0.55 318" 5 2-1/2" x .14W Rooting Noll P.T. Southern Pine SG-0.55 318" 5 #10 x 1" Steel Scroll P.T. 9autham Plna SG-o.55 0.093"Aluminum, 6D63-T5 min. 1/2" 6/16" 5• 5' 1l16" A36 Steel 5/tE 5 0.045" 18 Ge 3bd Stud Gr. 33 fi/tfi S g WOOD r_ j� EXTERIOR 0O OR FRAMING, SEE SEE �1 NOTE 2, THIS SHEET 15 MAX SHIM �1/4" MIAMI•DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. STEEL FRAMING OR STEEL STUD. — SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET EDGE DISTANCE • • • • • • • • • 1 •If�LSTALLAII�N NO�ESt: • • • • • TYP. ANCHOR TYPE, EMBEDMENT •1•USE GNL1iANCWDRS LISTED OM TI! SPIRIT. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT - AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/1". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. VERTICAL SECTION F-F • INSI$I TO=HE SUE69TRATE OF•V4VD jI�YS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING .TION • •JU TION. • • • • • • • •3. FOp ATTACHME41T T061ET*L: 11HE STQUCTURaIL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • •• • • • •• •• • • 4. IF IIPPLICABLL! MER DESIGN PRESSURE FFAM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m c n W Ih Y [� } n ep 0 N a N O"t W d J J o) m o Z e Z LL LL to J u ,xo�0 ❑ UU_ W XN o 02 I— Z oD 0 ❑ _ ❑ a oN `JMO Oaz �z v o H- 3 LL O oo iQi ® � 1aa45 In rr Z Z O O ❑ 5 Z y o Z � ~ alas O NN ❑ Z " 40 O X Z 2d LL LL a1Y1 '�sep seua5 �F Z. A LYNtJ MILLER, P.E. ,P,E.# 511705 INSTALLATION TYPE M FORTH IS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 6' O.C. 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET EMBEDMENT 114" MAX SHIM JJ II TYP. ANCHOR TYPE, (J EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11. THIS SHEET USED AT CURVED EDGE DISTANCE EXTERIOR 29 FRAME MEMBERS ONLY 11.718' O.C. MAX. CONCRETE/CMU PER ANCHOR WINDOW REQUIREMENT BUCK HEIGHT 1!4" MAX. SHIM � VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE N EMBEDMENT . EDGE DISTANCE INSTALLATION TYPE O 'FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 6' O.C. #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INSTALLATION FOR THIS INSTALLATION TYPE N " EMBEDMENT METHOD ONLY, 1/4' MAX ANCHORS MAY BE NO SHIM • MORE THAN 6" O.C. 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET ' OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. ' 6 SEE TABLE 11. THIS SHEET ry VISIBLE LIGHT WIDTH - II'�� WINDOW BUCK WIDTH-2-314" WINDOW 13UCK WIDTH ANCHOR TYPE, �Ci I� EXTEXTERIOREMB EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET MAX SHIM MIAMI-DADE APPROVED MULLION �1/4' (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP, M) SEE NOTE 2, THIS SHEET VERTICAL SECTION H-H HORIZONTAL SECTION G-G TABLE 11: EMBEDMENT J EDGE vDISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR 15 Anchor Substrate Min. Edge Distance Mln. Embedmem Max. O.G Spacing #12 or 014 410 SS Screw P.T. Southern Pine SG-0.55 9116" 13/8' 8" Aluminum 8083-T5 min. 318" 0.06r • 8" A36 Steel 31W 0.063" • 6' Steel Stud Gr. 33 min. 31W 0.045" 18 Ge 6" 012 or#14 Steel Screw (GS) P.T. Southern Pine SG-0.56 IlMe" 113/8' 6" Akaninum, 8063-T5 min A36 Steel 3/8' 3/8" 0.083" • 0.063' •- 8" 8" Steel Stud Gr. 33 min. 3/8" 0.045' 18 Gs ' 6" 1/4" 410 SS CmteFkz Ungmuted CMU, ASTM 0.90 2A/2" 1-1/4" 17 Concrete (min. 3.35 kei) V I-W4' 12" 1/4" Steel Ultrecon Concrete min. 2.85 kaf 1" 1-3l4' 12, Concrete min. 2.86 kal 2-112" 1.3/8' 17 Ungrouted CMU, ASTM G90 2.1/2" 1-1/4" 1T Grouted CMU, (ASTM C-90 2-V2" 1-314" 12, 5116' Steel URmoon Concrete min. 3.5 kel 1-1/4" 1-114' 17 Grouted CMU ASTM C410 2.112" 1-314" 1r MIN. Uf J 1 NKLAUJ tltTUNU 1 Ht Mt I AL SUI1S 1 RATE. •• ••• • • • • • •• •INSTALLATION NO1111EO: • • • • • • • • • • • • • • • • •1♦115E ONE �ANeF601S M14b Op T4 Sl4f. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING • JURISMiCT10N. • • • • • • • • • • . FOB ATTAR Hf&VT TO DE-4L: TriE STBUCTURgL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • •4. IF,tQLICABLC 6P4VEfrWIIGN PRES:URE FIOM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a a" m s W to Y OD 3 .,aa r } v a�a O cV O v v N CD � O N O J N J O Z Z LL' in LL to -Ivmwu Q UJ UU X- o o HZ OM a Z �N o LU (aY A C9 oma 0- Z d Z r v F U. g Q ® $ y sous o U) O Z Cl gales 0 Q U) NN rc o Z in w X Z ad i rL a/71 'seas sava5 �6Bf6 A. LYNN MILLER, P.E P.E.# 58705 ASSEMBLY DETAILS FOR FLANGE $ EQUAL -LEG FRAMES I 90" CORNER ' A FRAME ASSEMBLY 10 ALL CORNERS Tf�FLANGE USE GASKET AND/OR SEALAN EG FRAME AME ANGLED/CURVED FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT /� —EQUAL-LEG FRAME \-FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ASSEMBLY DETAILS FOR FIN FRAMES 90°CORNER FRAME ASSEMBLY A I I •• ••• • • • • • •• • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS a m U m Y m ZZ 0 iD N r a op (V N to b1 N O J Of J OO Z XG h Z LL U) LL tD W v 0 0 WZ Oi QW m Y L7 W pM0 �z az'rn O 0 g o 0 J Z U) ¢ 1aa lS ® S Z m Q rn Z 0. LU NN rDD LU O ad LL m X °rap sauas A. LYNN MILLER, P.E. P.E.# 58705 Item # POT Part# Description Material 1 4253C Flanged Frame Alum. 6083-T5 2 4285 Equal -leg Frame Alum. 8D83-T5 3 4266 Integral Fin Frame Alum. 6063-T5 4 4255 7/16' Lami. Glass Beading Alum. 8083-T5 5 4254 I.O. Glass Beading Alum. 6063-T5 Be 4270 Installation Fastener Cover Alum. 6083-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90' comerjoints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 13 Dow 899, GE 7700 Silicone or Equty. 20 71652K Setting Block, Mono. 3/16" x 7/16" x 4' Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16' x 1J/32" x 4' Neoprene, Ouro. 85+/-1 29 1#6 x 1-1/4" FH SMS Stainless Steel 30 1 781PQX 1#8 x 1" Quad PH SMS Stainless Steel STRUCTURAL 1/4" NOM. POLYISOBUTYLEN WITH DESICCANT EXT.GLASS INT. GLASS 75 KODISPACE 4SG TPS TART F 1I1• STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS—i 2.784" 2.784" ---.{ 2.784" .094' —� �- .094" .094" ­4 .074" 062" .074" I 062' jI .074" 082' 1.375" k 1.375" _1 1.875, 7 .436' 500" ,438" 500' 438" + 1 1.000' T - 1 r —�-��-►— .050,v000r.050"'o aaa- f ���•r--- .050,n.00°• OFLANGE FRAME O EQUAL -LEG FRAME 1.125" #4253C,6063-T5 #4285,6063-T5 077• 3 FIN FRAME #4256,6063-T5 1.2�06" y� .875T II tl 3/16" & 1/4" OGLASS BEADING #4258, 6063-T5 -MELT BUTYL —3/16• NOM. BUTYL & DESICCANT FOAM EXT.GLASS- -� J-�{ �— .346' .875 R } —�� .050" I.G. GLASS OBEADING #4254,6063-T5 _ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOM. SEAL ROLL -FORMED _ STAINLESS STEEL EXT. GLASS —,% U,- —INT. GLASS U� DINT. GLASS U� 76 SUPER 77 DURASEAL© la XL EDGE' SPACER® TM NXT SPACER OSPACER Part # Description Material 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXi with Hot Melt Butyl See this Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal X_ Edge Spacer •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • •• • • • • • • • • • •• • • • •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I1.037" .050+ INSTALLATION 6a FASTENER COVER #4270, 6063-T5 FILL AREA 6" NOM. ONE SEAL GLASS a e m JR - 05/05/16 - ADDED THIS SHEET k WITH SPACERS & MOVED PARTS. rc W 12 Y m 0 T (7 N I e oG K U) O o z l. N LL Co J umojG p U U X N 0mo z m O W 0W o> 00 rn o z O. z O Q~ D O U LL O J Z ® yQ z 1aa4S 3 O N Z m in of a' z_ F aloes 00 O X NN K O W M X LL O 0] as all '�saG seua5 M IAM I-DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90' & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, 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 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", unlgss otherwise noted herein. ... 00 ...... RENEWAL of this NOA shall be considered after a renewal application has beeneffied•and t11erp t4s 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 beeu..a revisigj.pt chang4"""; in the materials, use, and/or manufacture of the product or process. Misuse of this A7GA!as anlondorsement.... of any product, for sales, advertising or any other purposes shall automatically temtipaq this N404. failure-:-** to comply with any section of this NOA shall be cause for termination and removal"f NOA. • • • • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami-DadeoEounty, Florida, and 00 followed by the expiration date may be displayed in advertising literature. If aw portion ol; Me "OA is. displayed, then it shall be done in its entirety. 0 .... :" . . 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# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-0ADE COUNTY `0J�t2,.it. NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 Page 1 ' PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) . 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading ter F$C, TASOM-94 •..... 2) Uniform Static Air Pressure Test, Loading per FBC, TA$,242-94 •, 3) Water Resistance Test, per FBC, TAS 202-94':" ' 009000 4) Large Missile Impact Test per FBC, TAS 201;14 * * • : 0 ; • • • •; 5) Cyclic Wind Pressure Loading per FBC, TASa03-94 •.... ' ..... 6) Forced Entry Test, per FBC 2411.3.2.1, an&T:' 5�202-94 . ; ••:•• along with marked -up drawings and installation diagram of arf Nhtihinum stitlilig glass door, prepared by Fenestration Testing Laboratory, Inc., Test 4eperts No.:i FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised ft&;2issued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. • • • • • • (Submitted under NOA No. 09-0826.10) • • • Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E - 1 ' PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Regulatory and Economic Resources (UR). E. MATERIAL CERTIFICATIONS """ 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray AmerI Za;Inc. for leir �.... "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring d;•l,?A 1/16' • • • •' • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AnimiaxpPc. for-theic . •:• •' "SentryGlas® (Clear and White) Glass Interlayers" dated 06Y25t15, expiAi on • • • •; • 07/04/18. • • • • • • .' . . . . ...... F. STATEMENTS • • • • • • • • 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. • 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. — 6 Z��� Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5' Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. • • •••• •••• • • •••• •••• ••••• •• •• •• •• •••••• • • • • • •••••• • f • Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE Z). CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TABLE A: Group Anchor Substrate Frame Member Min Edge Distance Min Embedment 1 114" Eko Ultmcon Concrete (min. 2.85 ke ed/S dfJamb 1" 1—& Ungrouted CMU, (ASTM C-90) Jamb orgy 2.1/2" 1-1/4' Grouted CMU(ASTM C4N1, min. 2 ksi Jamb unity 2-112" 11V41 2 1/4" Eko 410 S.S. CfeteFlex Concrete (min. 3.35 kal) Head/Sill/Jamb 1" 1-&4" Ungrouted CMU, (ASTM C-90) Jamb orgy 2.1/2' 1.1/4' P.T. Southern Plns (SG•0.55 HeedlSlll/Jamb 1' 1.395' 1/4" Eko Ultmcon Concrete (min. 2.85 ke0 Head/SIII 1" I've* Ungrouted CMU ASTM C-90 Jamb orgy 1" 1-114" 3 #12, 18-0 or 410 6,i SMS, (min. 11 threadaen) P.T. Southern Pine (SG=0.55) HeadI58JJamb filter 13/8" Aluminum, W63-TV HeadlSl9lJamb 3/8" 0.063" Steel, A38' Steel Stud, A653 Or. 33" HeadlSBlJamb HeadISlMJamb 3/8" 318" 0.05V 0.0451' 114' Elco I" S.S. Appre-Galor Concrete (min. 3.275 kol) Head/SIII/Jemb 1-1/2" 1_&5' Ungrouted CMU, (ASTM G90) Jamb orgy 2' 1-114" Grouted CMU (ASTM C-90, min. 2 ksl grout) Jamb orgy 2" Y P.T. Southern Pine SG=0.6a) Headl$IYJemb 1" 1JV8' 4 12, "an' SMS GS, (rein 11 threada/In) P.T. Southern Pine (SG=0.55) HaedIS11/Jemb 9/16' 1J/B" Aluminum, 8083-T5• HeadISWJE; 3/9' 0.063" Steel, A36• Head/SIUJmnb 318' 1 0.050" Steel Stud, A653 Or. 33" HeedlSit/Jamb &6" 1 0.0451" " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "'P-HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET, 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B. SEE DETAILS ON SHEETS 4 & 5 Glen Type Description (Usted from Exterior to Interior) G3 7/16" LrNnetad: (2) Utss of 3116' HS pass w1th,090" PVB Intedayer G3A 9/19" Laminated: (2) Utes of 1/4" HS Glass wbh .090' PVB hteda er G4 7118" Laminated: ) Utes of 3118' HS Glass with .OW SG Imeda K G4A WIG" Laminated: (2) Utes of 1/4' HS Glass with .090" SG Intedayer GS 1" Laminated I.G.: 3/16" TExtedor Cap +3/8' Alr Space + 7116" Laminated; ) Utes of 311V HS Glue with .09T PVB Inte layer GSA 1" Laminated LG_: 114" T Exterior Ca + 5/16" Air Space + 7/16' Laminated; (2) Lkes 03116" HS Gins with .090" PVB Inteda er GB 1" Laminated I.G.: 3116" T Exterior Ca 8" Wifillics -,7/16 Leml tad; (W Utip of V S Gino Mth .090' SG kdedayer G6A 1" Laminated I.G: 1!4' T Exterior Ca + 5/15 Alr S ce W Inaa& Ut! of •18" HS Glass with .090" SG kded er G7 G r 7116' Laminated: (2 Utn of &18" AU. xAl de r G7A 9116' Laminated: (2) Litn of 1/4" ANN GLS* rdth .0V B@ Int(illa N • • • G8 V Laminated I.G.: 3lte" T Exterior C#p• 7/8' ArO ce + 1010 Lamlftled; (!/ UtA of 910" ANN Glass with .090" SG Intensyar 08A 1" LaminatedI.G.: 1/4' T Exterior Cap+ 5/18' Air apace + 7/18" Lemineled; (2) Ulea of 3l16" ANN Glue with .ODD" SG inleda ar 05m=1e !A i FL 14275 • • • • • (wf)•ed.tedo 000 • • .; OFAUIH.aQ929e • • • • • • • • • • • • • •• •• • t • •• •• ••• • • • ••• • • GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2.3 GLAZING DETAILS ............ 4,5 ANCHORAGE ..................... 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS..............12-14 ELEVATIONS .....................15.16 PANEL / SILL TYPES.........17 CROSS SECTIONS............18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3ON RATED FOR LARGE & SMALL SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE STANDARDS USED: e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM El300-09 eANSI/AF&PA NOS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 -AISI-S100-07/S2-2010 GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T' = TEMPERED "PVB' = .090" BUTACITE• PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS• BY KURARAY AMERICA, INC. =RIES 770 ALUM. SGD - LM IMPACT sgo-r7o NTS I i • 22 xa... PGTO130 PRODUCT REVISED ae comp Imp with the Florida Building ode NGA-No. 16-0629.06 Expiration Data 02/17/2020 BY �� Mleml-Redi, Product Control LYNN 4, - .• No. 58705 a: " STATE OF LLI� /t�r RbE P.. 58705 EXAMPLE CONFIGURATIONS CONFIGURATION 1)ALLCONFIGURSNOTEs: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH PER TABLES 1-3 NOM. PANEL WIDTH , PER TABLES 1-3 a 1 pXXXXp. pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE O)OW. 2) 90" 8 135' CORNER CONFIGURATIONS CAN BE A COMBINATION MAX. UNIT HEIGHT PER TABLES 1-3 / t t j Q MAX. UNR a t r a HEIGHT j PER TABLES 1-3_iz I � poor ; m { ; OF ANY 2 STRAIGHT CONFIGURATIONS. i i 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 1 t I 'X" =OPERABLE PANEL, "O" =INOPERABLE PANEL, I POCKET POCKETI v, DETAIL LETTER WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL ® "c"=CONCRETE INSTALLATION CONFIGURATIONS t CONFIGURATIONS , 1 �—SHEETNUMBER MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7" NOM. PANEL WIDTH c NOM. PANEL WIDTH DLO HEIGHT= DOOR UNIT HEIGHT- 10.125' PER TABLES 1-3 t PER TABLES 1-319 PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" MAX. UNIT v t9 HEIGHT PER TABLES 13 J r i Jw Jc 1 1 ipo c ; t i MAX. UNIT t t 1 W o 5 - HEIGHT g y �w PER t 1 9 ti C a� y TABLES 1-3 POCKET ; I POCKET Jy 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 3 MAX. UNIT WIDTH NOM. PANEL WIDTH A c PER TABLES 1-3 Kw Kip w ILL Q MAX. UNIT t , is t I io&o HEIGHT t PER TABLES 1-3 t /•• ••/ • tj •/•• i� 41 � /• • •% • • POCKET • • em41 • • J • ••• • • ••• • • • f0707ECENOLOOYpRIVE • • • • • • • N. MVICE, FL 34275 I s.r • • • • • • • • • ILL-1l�\��/`\ IR m.� 10110114 —•• • •e• • • CERT. OFAUTM 02RM • • • • • ••• • • •• • • • • • • • • • • • • •• 0.0 • • ••• • • • • • •• •• • • MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 HEIGHT UNIT / 79 3I / SEE t�i NOTE HIS PER / z, SHEET, TABLES 1-3 sNEET. 1— o EXTERIOR $ CORNER, TYP. t. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) EXAMPLE CONFIGURAT70NS SERIES 770 ALUM. SGD - LM IMPACT I— Isoo-no NTS 2 - 22 1 a POTU130 PRODUCT REVISED as complyln with the Florlda Bullding Code NOA-No. 16-0629.06 - Expintlon D/attt-02/17/2020 Misod-TWProduct Con ,x . A. LYNN MILLER P.E. P.El 55705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH PER TABLES 1-3 l\r I MAX. UNIT HEIGHT, t 9B'OR120" IX�W S •.. POCKET 6-PANEL CONFIGURATIONS t — MAX. UNIT WIDTH NOM. PANEL WIDTH i t3 PER TABLES 1-3 r MAX. UNIT t 3 HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH _ PER TABLES 1-3 t MAX. UNIT 1 t HEIGHT t PER TABLES 1-3 1 TPANEL CONFIGURATIONS i I � o2 POCKET I L.'iLTi�y9.21•A9[.A fel{[�7iC7[V fP�fF7 fF1 Q7 fE) m fFl fEl fIl iV fEl � f[7 f[7 fV flat f[l m f[1 f[1 fEl fE•1 iD .e ': : : ;3-QAI;ECCOTqFIGURATIONS •• ••• •• • • • •• • ••• • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENCE, Fl. 3Q76 CERT. OF AM 12QM CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jvl, 'Jc", "Kw' OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp, 2) 90" & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER "w/ = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION �SHEETNUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' I Ix� POCKET 3 SERIES 770 ALUM. SGD - rwwe a>v. a..e sco.— NTS 3 ✓ 12 PRODUCT REVISED as comp) In with the Florlda NOIA-No.�• 16-0629.06 Expiration Date 02/17/2020 ey Miam ro uct ontrol C PACT A. LYNN MILLER, P.E. PGT0130 B P.EJ158705 GLAZING DETAILS (G3, ISM, G4, G4A, G5 & G5A) 7/16" NOM. 7/16" NOM. 1" NOM. 3/16" HS GLASS 3/16' HS GLASS 3/16' HS GLASS .090' P% .090" PVB 090" SG 3116" HS GLASS 3/16" HS GLASS 74 3116" HS GLASS 74 3/6"AIR SPACE 74 3/16" T GLASS 82 82 lb 83 EXTERIOR 3/4" NOM. EXTERIOR 3/4" NOM. GLASS a GLASS 124-127 3/4" NOM. BITE BITE GLASS BITE EXTERIOR 80 80 _ 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/10" NOM. 9/16" NOM. 1" NOM. 3/16" HS GLASS 1/4" HS GLASS 1/4" HS GLASS .090" PVB .090" PVB .090" SG 3/16" HS GLASS 1%GLASS(3/4" 1/4' HS GLASS 74 5116" AIR SPACE 74 3/4" NOM.3/4"NOM. EXTERI EXTERIOR GLASS 124.127 GLASS BITE BITE EXTERIOR PRODUCT REVISED as complying with th• Florida Building God• 81 I nOn-Ho. 16-0629.06 79 94 lapir•tlon Dat• 02/17/2020 657 BY Mlam • Product Control 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A I, I 00 GLAZING NOTES: i • S' ',r^•+'- ; • • • "ANN" = ANNEALED • •• • • • • • • • ••• • "HS' = HEAT STRENGTHENED • • • • • • • • • "T" = TEMPERED • • • • • • • • • • • • "PVB" = 090' BUTACITE PVftY KURARAY AMERICA, INC.- "SG" = .090" SENITRYGLAftY KURARAY AMERICA, INC. JR 7 159620 O18 a aacacat • • • • • • • • •#ro7EanvoLoorvRrvE N. VFNICE FL Ja276 L81)-48�1Q0ll RT. GLAZING DETAILS. �;,,' . �.: :-�" A. LYNN MILLER P.E. P.E.# 58705 "i a.w.r"„c • • • • • • • • nt SERIES 770 ALUM. SGD - LM IMPACT "''°°� "•• ""`� . • • • • • • • o.e��mr IJ78 — 4 + 22 °"�•�' PGT0130 _ B • • • JR 1Q/1DH4 CERT. OP AU- M inBa#6 SC0.770 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" NOM. 7116" NOM. 1" NOM. 3/16" HS GLASS 3/1 V ANN GLASS 3/16' ANN GLASS .090" SG .090' SG 3/16" HS GLASS 090' SG 3116" ANN GLASS 3/8" AIR SPACE 74 3116' ANN GLASS 74 3/B" AIR SPACE 74 3116" T GLASS 3/16" T GLASS 82 83 83 3/4" NOM. EXTERIOR 3 4" NOM. 314" NOM. 124127 GLASS a 124127 GLASS BITE BITE BITE EXTERIOR EXTERIOR a80 78 79 55 54 55 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 V NOM. 9/16" NOM. 1" NOM. 3/16" HS GLASS 3/16" ANN GLASS 090" SG.090" 1/4" ANN GLASS— SG 3116" HS GLASS .090" SG 3/16" ANN GLASS 5/16" AIR SPACE 74 1/4" ANN GLASS 74 5/16" AIR SPACE 74 1/4" T GLASS 1/4' T GLASS 82 83 83 3 124127 3/4" NOM. EXTERIOR GLASS 124-127 3/4" NOM. GLASS Gj BITE GLASS BITE BITE PRODUCT REVISED EXTERIOR EXTERIOR as complyylnp with the Florida Building Codi a81 79 a NOA-No. 16.0629.06 78 Expiration Date 02/17/2020 55 55 By Mlam- Product Control 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE 137A 1" LAMINATED I.G. GLASS, TYPE G8A GLAZING NOTES: • • • e • • • • • • • • • \•'<.„��� "ANN" = ANNEALED .0. • • .00 "HS" =HEAT STRENGTHENED • • • • • • • • • • • "T" = TEMPERED • • • • • • • • • _- ;,,;� "PVB" = .090" BUTACITE PyB'Bt RLIRARiiI•AMEIkICA, 1*. 'SG" = SENTRYGLAS-BY KURARAY AMERICA, INC. • • • • .090" = V JR 05AXi 16 ncela • • • 000, • • rom rctYmo�ocrwtrvE N. VEMC�FL 34276 1>,eo-r900 .1OFAUTN.X29M ® GLAZING DETAILS A. LYIN MILLER, P.E. P.E.#58705 • • • • • • • • >k SERIES 770 ALUM. SGD - LM IMPACT • ��"" • • • • • • • • • • • • • • • OmneF JR o.ic 10110114 cT.sw pr• • • • • • • • • SOD•770 NTS s 5 r 22 •..e w PGT0130 B • • • • • • • • • • TA CII C 1 TA R1 F 1A- Design Pressure (DP) and Anchor Quantities Required, (for all approved on Sheets 2 & 3) corner astragal anchorage on 90' or 135' comer units, see sheet 11 Maximum DP for all sizgconflguraflons (May be Imlted by TFor Table applies to Glass 5A, 7, 8 Door Unit He ht 80 90' Type.+ 3, 3A, 5, 7A. & 8A and the Stile / Astragal !B D O / DLO Anchor coup AnchorGroup Group or Group types shown below. 1 2 2 3 4 1 2 3 4 1 2 2 1 3 4 1 2 3 4 Head/ II + +1C+1C C+1 +1 C+1 +1 C+1 C + 24" D0 7 Jamb 8 8 8 B 8 8 8 8 8 8 e 8 B 8 8 B P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 347 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 B B 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 aHeadfSlli 36" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a DLO Pfio0k 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 47' Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 DLO Pfiook 6+7 6+7 0+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7+8 7+8 7+8 7+8 7+8 Head/SIII C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 4ir DLO Jamb 8 8 8 8 8 B 8 8 8 8 8 8 8 8 8 8 Pfiook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FUH LXAMF'Lt UN U51NU IAdLt, Stt SHtt 1 r. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED), SEE TABLE 1A, 3) 4", 3-1/4- AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112- SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height to Max. (+) DP (Water Infiltration Rating) SII Riser Height ) + Design Dssl ( Desiressur% (Flat or Box, see ppsi Sheet 17) Flush - 1-117 see note 3 Low - 2-1/7 + 46.67 Medium - 31/4" + 60.0 Hi - 4" + 80.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' OH LENGTH OH RATIO t 1 O 0 OH RATIO = OH LENGTH OH HEIGHT Interlock P-hook Lockstile@lamb Straight Astragal Assembly Lockstile @ Straight Astraal 90' Astragal Assembly Lockstile @ 90'Astra al 135' Astragal Assembly Lockstile @ 135' Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile • • • • • • • • • • • Standard Astragal Outside Comer ,�—�+ 1�1 i , InsiderC{o-rne�r _ tTlf Outside Corner insideJ� Corner Inside Corner Outride Corner • • • • • • • Part #60 (x2) • Part 460 • • • • • • • • Pat 660 • *art1160 St11A Part tt�7 (iisiiagal) Part #60 Part#61(Stlle) Part #118 (Comer Receiver) Part #119 (Out) part #120 (In.) Part #61(Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 • 000 • • 000 • 07v mr-H IOLOGyOR VE DP AND ANCHORAGE • • • r N. VFNICE. A. a1T76 rat • • 0 0 • • • : : • : rar>�o-tsad SERIES 770 ALUM. SGO - LM IMPACT • • • • • a.".u,",t -r era 3; „ru. • • • 000 • • cmr. �, R® SGD-770 NTS 6 + 22 PG70i30 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comPlyina with the Florida 8ullding Code Non -No. 16-0629.06 expiration/Date 0022/17/2020 By MiamF4Pd6 Product Control .. dial, .v. ` A. LYNN MILLER, P.E. P.E.# 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 1W' or 135' comer ureb, see sheet 11 Maximum DP for all sizes: +601-60 (May be limited by Table 2A) TablDoor to Glass Typo UrYI Height 84' go' 98" 108" 114' 120' 4.4 0,SA, 8 8 BA 7, AstA.ragal 4, the 6, Stile and the sho / A� ow types shown below' 8 • 18" DLO 73-I 0 79- 85-718' DLO 91.718" OLO B7.7I8" DLO103- 18" fx.0 1 D1.0 Anchor Group Anchor Gm Anchor roue Anchor Group Anchor Grow Anchor Group Anchor Group nc or m=or" 1 2 3 4 1 1 2 1 3 1 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 C4*1 C4. N C4N CA+1 + + + +1 CA+1 C4+1 G4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4N CAN G4+ +1 G4+ +1 +1 04+1 C4+1 +1 C4+1 C4+1 24" 17"adI5111 Jamb 8 8 B 8 B a 8 8 8 B 8 8 a 8 8 8 10 10 10 f0 10 10 10 10 10 10 10 10 10 10 10 10 OLO P-hook 6+7 6+7 5+7 6+7 7+3 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+8 B+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadfSlll 04+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 C4+1 CAN 04+1 C4+1 C4+1 C4+1 C4+1 30" p Jamb 8 8 8 6 8 6 a 8 8 a B 8 8 8 B a 10 10 10 10 10 10 10 10 10 to .10 10 10 10 10 10 P-hook 6+7 6+7 6+7 0+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 8+9 8+9 8+9 5+9 8+9 8+9 8+9 8+9 9+10 9+10 W10 9-10 9+10 910 9-10 9+10 Fbad/Sl1 C4+1 04+1 CAN C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 G4+1 Cw C4+1 C4N C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 38' U Jamb 8 6 6 a 6 8 a a 8 8 8 8 6 a 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P•twok 6+7 6+7 8+7 8+7 7+8 7+8 7+8 7+6 7+8 7+8 7+6 7+6 7+8 7+9 7+8 7+8 8+9 8+9 6+g a+B a+9 8+9 8+9 B+B 9+10 9+10 9+10 9+10 0+10 9+10 8+10 9+10 Ileedl6lA C4+1 1 C4N C4N C4+1 C4+1 C4N C4+1 C4+t C4*1 C4+1 CA+1 C4*1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4N CSN C5+1 C4+1 C4+1 CS+1 C5+1 42" ULO Jamb 8 8 g 8 8 9 8 8 8 a 8 8 9 8 10 10 f0 10 10 10 10 10 10 10 10 10 10 10 10 10 Phook 8+7 7 6+7 7+B 7+8 7+8 7+B 7+8 7+B 7+B 7+B 7+8 7+8 F*g y+g g+9 g+9 8*9 8+9 8+B 8+9 8+9 8+9 9+10 9+10 9+10 9+10 8+10 8+10 9+10 9HeadISIA C4*2 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 04+2 C4+2 CM2 C4+2 C4+2 C4+2 C4+2 C4+2 CS+2 C5+2 C4+2 C5+2 W+2 CS+2 C5+2 C5+2 C5+2 C5+2 48" DLO Jamb a 8 8 6 8 a 8 a a 8 8 8 8 6 70 10 10 10 t0 10 10 10 10 10 10 10 10 10 10 10 P-0cok 6+7 7 #e+76-7 6+7 7+87+B 7+8 7+8 7+B 7+B 7+8 7+9 7+8 7+8 7+8 7+8 E+9 8+B 8+9 8+9 8+9 8+B 8+9 8+p 9N0 0+10 8+70 9+10 9+10 8+10 9+1g g+10 54' �� Head/SIA C4+2 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G+2 C4+2 Not available in these sizes Jamb a B 8 8 8 8 a a 8 8 a a B 9Pfiook 6+7 7 6+7 7+8 7+e 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7 7+8 Hesd/SIt CA+2 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 + CS+2DLO Jamb B B 8 8 B 8 8 0 B B 8 B 8 8 Pfiook 6*7 6+7 6*7 8+7 7+5 1 1+5 1 7+8 1 7+8 7+8 7+g 7+B 7+8 1 7+8 1 7+8 7+8 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. 3) 4-,3-1/4- AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE O = EXAMPLE ON SHEET 9 Teoi c — OH LENGTH 1-- OH RATIO ? 1 O 0 INSTALLED. SEE NOTES 1-3 OH RATIO = OH LENGTH OH HEIGHT r Twee cues i ne r iecn rno re of c � see eueeTC �+ a �� rno oeGT 111eAFNCI(1MC AIJ fI CFIFFTC 1A R 10 F(1R GCF FMRI V I'1FTAll C Sill Height to Max. (+) DP (Water infiltration Rating) S:11 Riser Height (Flat or Box, see (+) Design Sheet 17) Pressure, psf 1-1/2' see note 3 -Flush-- Low - 2-1/2' + 48.67 Medium - 3.114" High-4' Interlock P-hook Lockstile @ lamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90'Astragal 135- Astragal Assembly Lockstile @ 135'Astragai Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlie ` 4 • • • • • • • • • • Standard Astragal " • s.� Outside C`-A--�'-i. Inside Corner' I I outside Comer Inside � Comer Inside Comer Outside Corner • • • • • • • • • • Part #61(x2) Part #61 • • • • •Bit& #61 • • •Pat #6! (StYe) pPtt #6-MAsthgafj • Part #61 Part#61(Stile) Part #118 (Corner Receiver) Part #119 (Out.) part #120 (In.) Part #61 (Stile) parts #31 & #32 (Com. & Fxd Mount) Part #61 1ory7lvaorgyrlwve DPANDANCHORAGE • • • : • : • : �11�1'T76 SERIES 770 ALUM. SGD - LM IMPACT • • • • • • • • SGD- — , � a..w POTi7f30 • • • •• • • cars dkAtml.rnz9e ® scf277o NTS 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT= DOOR UNIT HEIGHT-1.866" PRODUCT REVISED as eomplying with the Florida Building Code MOA-No. 16-0629.06 expiration Date 02117/2020 By / 1:3 Mlamf-0a�duct Cow 0 A. LYNN MILLER P.E- P.E.# 55706 VDesign Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90' or 135' comer units, see sheet 11 Maximum DP shown below (May be Ilmhod by Table 3A) Table applies to Glass Types 4, 4A, Door UAI Height 80" 1 84" 90" 96" 102" 108, 6, GA, 7, 7A, 8 & 8A and the S81• ! Astragal types shovm below. 69- / " L / ' L I LO /8' 91-7 B DLO • /8 Anchor Group I Anchor Gro Anchor Group nchor roue Anchor Group AnchorGroup 1 2 3 1 4 1 1 1 2 1 3 4 1 1 2 1 3 1 4 1 1 1 2 1 3 1 4 1 12 3 4 1 2 3 4 Desl Pros Unit +-90.0 s/ + ps +/-7. pill 17 Head'SIN 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C441 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 CIO C4+1 24„ DLO Jamb @ 8 8 8 8 0 a 9 B 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P-hock 6+7 6+7 6+7 6+7 1 7+8 1 7+8 i 7+1 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 7+B 8+9 8+9 8+9 B+9 8+9 1 8+9 1 8+9 8+9 Design Pressure +/-90,0 paf +/-82.5 psf +/-75.0 at 23" HeeNS18 C4+4+ 1 C1 C4+t 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 I C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 r 30' DLO Jamb B B 8 8 8 8 8 B 8 8 8 8 5 8 8 8 10 10 10 10 10 10 10 10 1! P-hook 6+7 6+7 6+7 1 6+7 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 17+8 7+8 7+8 8+9 1 9+9 1 8+9 1 8+9 8+9 1 8+9 1 5+9 1 5+9 Design Pressure +/-90.0psf +/-82.5 poi +/-75.0 pat 29' Haad'Sal C4+1 C4+1 C4+2 C4+2 C4+1 04+1 CA+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C8+2 C6+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4t1 C5+1 C5+1 a 36' DLO Jamb 6 8 8 8 8 8 5 8 8 8 B 6 8 8 10 8 to 10 10 10 10 10 10 10 P-hook 6+7 1 6+71 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+6 1 1 7+8 7+8 1 7+8 1 7+8 1 8+9 1B+9 5+9 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 1 8+9 Design Pressure +/40.0 psf +/-826 psf +1.75.0 pat 35' Head/Slll C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Cb+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 Cb+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 42" DLO Jamb 8 8 8 8 8 8 8 B 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+1 7+B 7% 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 &9 Design PreadUre +1--90,0 psi See Note A below +/-82.5 par +1-76.0 pat 41" HseWE 04+2 C4+2 C5+2 CS+2 C4+2 C5+2 0+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 Cb+2 C5+2 C6+2 C6+2 48' DLO Jamb 8 8 8 8 a 8 10 8 8 8 10 8 6 8 10 8, 10 10 10 10 10 10 10 10 P-hock 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 t•UH t1WM1,'Lt UN UJINkl IAtILt, J= ZIMCC 1 r. NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = 2) WHEN USING THE 2A/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH - 7" DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. DLO HEIGHT 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-10 SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT- 1.866" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. c a neTonr_el Tvocc cues I RP I ICcn CAD TARI C Q ccP cLIFFTC 71 R 77 FnP PAPT rIIMFNCIr11,JC ANn SHFFTS 1A R 1C FnR ASSFMRI Y IiFTAII S. Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 135" Astragal Heavy-duty Stiles Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavyiiuty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Comer, , Comer JiI+ Outside Inside Corner • • • • • • LT`Le - Corner Inside�� Corner Outside • • • • • • • • Inside Comer I 1 Corner ISPart • • • : •. Part #61 (Stile) part #119 (Out.) Part #61 (Stile) Part#61 (x2) #61 • • • • i � #6� • • part #6I►(Asiragai) • Part #61 Part #118 (Comer part #120 (In.) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) 10j?0GYDRW DPANDANCHORAGE N. �$4275 nk • • :tom SERIES 770 ALUM. SGD - LM IMPACT • • : • • • • • • • Aura. riazee ® sao-sm NTS B .22 1 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TARI F'lA• SIN Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psi Ghost 17) Flush-1-1/2" see note 3 Low - 2-1/2' + 46.57 Medium - 3-1/4' + 80.0 High-4' +90.0 stt rvu I is r:1 OH LENGTH I+ _ $I OH RATIO a 1 0 _L OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED ae complying with the Florida Building Code NoA-No. 16.0629.06 Expiration Date02117/2020 By MlamPD)MWT-roduct Contror A. LYNN MILLER, P.E P.E.#IS M5 NO FRAME "7+8" P-HOOK ANCHORAGE CONSISTS OF: SEE 'C5"CLUSTER SEE JAMB (7) P-HOOK ANCHORS, SEE "05" CLUSTER MAX UNIT WIDTH DETAILS, SHEET 10 "C5" SPLICE REQUIRED (c� (PERPENDICULAR TO GLASS SEE CLUSTER DETAILS, FOR ASTRAGAL DETAILS, SHEET 10 FOR NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES "C8" SHEET 10 FOR INTERLOCK 24" MAX. O.C. INTERLOCK THIS SHEET POCKETS AND 60" NOM. CLUSTER, SEE SEE POCKET DETAILS, SHEET 11 x (8)P-HOOK PANEL WIDTH x �___._x JAMB MOUNTING x x x x x x x xx x x x 6" MAX x x x INSTALLATION, ADAPTER I 6"MAX. (W—r x x x x x x x I I THIS SHEET ANCHORS MIDWAY 1 L x 1 i I 3" MAX. a ° I &SHEET 14 BETWEEN P-HOOK 4 PAIRS OF ANCHORS & AT 3" i ° =FRAME x x ANCHORS x FROM TOP & i L•i I tp ANCHORS 96" (TOTAL 8 BOTTOM 14' 21" � ' p�J o UNIT ANCHORS) 4.051" > N MAX. O.C. O.C. MAX. TO OPENING y ° •I 14' MAX. O.C. n •= P-HOOK HEIGHT PER JAMB x JAMB EDGE OF POCKET SEE 0 ANCHORS x (SEE INSTALLATION DETAIL DETAILS'Jc' &'Kc', m s�s 01 m o= p-HOOK BELOW) END PANEL SHEET 14 8 PART a ®� a I I MOUNTING ANCHORAGE DETAILS 'J' &'K', i 1 j j ° 3• MAX. ADAPTER x 24" MAX (2 ANCHORS) SHEET 19 FOR 1--(el I ANCHORS O.C. P-HOOK L----- WM�'_ x x x x x x x x x +2' ANCHORS x END PANEL END PANEL x (SEE ANCHORAGE x x x x 6* MAX ANCHORAGE ANCHORAGE x' x x x x x, SKETCH BELOW) ,+2" (SEE SKETCH BELONG �".2' �"+2^ �^+2^ • A CENTERLINE 6^MAX., TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OFPANEL i 2.D4" 24" MAX. EXAMPLE: 5-PANEL, 2 TRACK, 90" OUTSIDE CORNER - pXXIXXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 60" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 1 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 ANCHORS MAY BE ADDED 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.3, SHEETS 6-8: AS NEEDED TO ALIGN THE EXTER O HEAD OR SILL IF A SPLICE 60" CENTERLINEOF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21' OCCURS AT THE P-HOOK. NOM. • • INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE "C5" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" +2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT 3.5^ �� ra" 6" MAX. PRODUCT REVISED REQUIRED AS PER THE FIGURE AT RIGHT: CENTERLINE •a eom�tyln with th• Florida JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX ANCHOR T� eutlalnp Coji OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2-TRACK Non-tto. 16-0629.06 P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB Expiration Dat•02/17/2020 ANCHOR PAIR - +2" ANCHORAGE REQUIRES SEE "CS"CLUSTER END PANEL By • 1 "C6" CLUSTER, SEE CFNTERLINE DETAILS, SHEET 10 CEFNTERLINE ANCHORAGE 1 FOR ASTRAGAL �C(2ANCHORS 8" Mi•m • ue on ro DETAILS, SHEET 1O INTERLOCK ASTRAGAL i —.y 4.051' — I I I MAX. aV. EXTERIOR f�lTE1i4QJE •"+2" ANOHOAIAGE—J CENTERLINE • OF PANEL 3 OF PANEL 4 SHEET 11 FOR OTHER INTERMEDIATE ANCHORS • • • • • i • • N. VEMCE, FL 34275 • • • • •_ • • • • �+>iealfioo • • • • • • • • C4. °PAUTM R1B2D3 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 11 "+2" ANCHORAGE CENTERLINE OF PANEL 5 ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770ALUM. SGD - LM IMPACT sco-77p NTS 9 ♦ 22 1 PGT0130 ASTRAGAL OR SPLICE LOCATION INTERLOCK--t—IF NEEDED CENTERLINE I 3.5" 1.75" 4" DIA . 2.04" EXTERIOR 7" v 2-TRACK FRAME HEAD/SILL 9� ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR I (FOR SPLICE INTERLOCK-i CONDITION, USE CENTERLINE 'C6' CLUSTER DETAIL) 7" 7' 2.04" 4"DIAG ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 1.76" W7-3 4 EXTERIOR 7" EXTERIOR . 7" v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C5') ANCHORS ARE REQUIRED, "C6') ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORI-SPLICE LOCATION INTERLOCK-4 IF NEEDED INTERLOCK-►1 CONDITION, USE INTERLOCK IF NEEDED CENTERLINE I CENTERLINE I 'C6' CLUSTER DETAIL) CENTERLINE 3.5" Z 3.5" 7" n 2.04" 4" DIAG. 4.08" 4.08" 2.04" EXTERIOR 7" EXTERIOR 7" �4" DIAG. EXTERIOR 3,5" fl J� �7 3.5" v 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL d ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, 'CT) ASTRAGAL OR. SPLICE LOCATION INTERLOCK —{ IF NEEDED CENTERLINE 1.75" 3.5" EXTERIOR ASTRAGAL OR I(FOR SPLICE INTERLOCK_] CONDITION, USE CENTERLINE •CB- CLUSTER DETAIL) 3.5" r- 2.04" 4" DIAG. 2.04' 5.37' DIAG. 4" DIA13. • • EWrERlOR• • • •7" 4-TRACK FRAME HEAD/SILL • • ICTRE.r.I FRAME HEAD/SILL 01 ASTRAGAL OR INTERLOCK • • • • QaAS4RA6AL OPOINTERLOCK (USE WHERE 4 CLU R • • • • • • (USE MER1305 CLUSTER ANCHORS ARE REQUIRED,'C4") ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR (FOR SPLICE INTERLOCK-] CONDITION, DO NOT r:GNTFRI INF USE THIS DETAIL) 1 1,04" EXTERIOR ;a; .04' 6- DIAG. 2.04" 2,04" EXTERIOR 6" DIAG. 21" MAX. O.C.TEPJOF - 21" [� 5.64" MAX• O.C. 6" MAX. 2-TRACK FRAMEJAMB 6"QU5.64' ANCHOR PAIR 4-TRACK 6" DIAG. FRAME JAMB EXTERIOR ANCHOR PAIR 2.04" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX. TRACK (INT. SHOWN) O.C. 5.64" NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. 3" MAX. ALLOWED. T} 2. FOR HEAD OR SILL SPLICE I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHOR PAIR P-HOOK SEE SHEET 9. FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" PRODUCT REVISED 7" a. ­PVT with the Florida s.tiding • NOA-No. 16-0629.06 Expiration Date 02/17/2020 ey "DIAG. Mlam • ro uc Gontro 3.5" EADISILL LE GD 3.5" 71 ARE REQUIRED, "C6") I � CONDITION ` � St ((� ,,;f•„ -...- , A. LYNN MU -ER, P.E. CLUSTERS - LM IMPACT o"wsr». 12 B REA 58705 4-TRACK FRAME H C1a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS WITH & WITHOUT SPLICE • • • • • • • N. Y•Ml.E, R 3/27bVK�Y- 1•• 1••SERIES • ••• • • aZ•GFAUTK#292W SGD-770 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EXAMP .UM. S NTS 1 10 " _ PGTO130 2.04" - INTERIOR 6.12' INTERIOR 2.04• 4" DIAG. 6.12" 14" DIAG. INTERIOR 7" 90° " EXTERIOR 3. - EXTERIOR EXTERIOR I > 4• J 2.04" EXTERIOR 90' CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "�AD 4.08" INTERIOR 4" INTERIOR J� 4.08" 2.04" J I-� 7" ----4z% EXTERIOR 90° CORNER 2-TRACK FRAME HEADISILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 3,$" INTERIOR 7" 1 4.08" INTERIOR 2.04" 8.94'3 . 5" 5' EXTERIOR 4" DIAG. 1 I ----A 3.5' 2.04" J EXTERIOR 4" 135' CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "�qjD INTERIOR NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL 4" DIAG. FOR EXTERIOR OR INTERIOR CONFIGURATIONS. �EXTMIIQRCORNER ^+1^ANCHOR ' 8.94" 135' CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 4.08 "+1' ANCHOR 7.41" 3.5" 4" 3� EXTERIOR XTE ERIOR ]" 4" 7" 90° CORNER 135° CORNER 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL ("CgT ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIF AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) INTERIOR 1 6.12" INTERIOR INTERIOR 2.04" 4'TFRF EXTERIOR INTERIOR 3.5" 4- 7" 6A2" �— 7I 3 4• 4" 0 E 3.5' EX ]" • 090 • • . .% a-rtRIOR 4" TERIOR • • • • • 6— 90' CORNED • • • • • • • 4135' CORNER 4-TRACK FRAME HE 46/SILL • �M- C FRAME HEAD/SILL ( CT ANCHOR CLUSTEFIiEQUIR�aD • • • ("C-7 AWCF" CLUSTER REQUIF AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) • • • • • • • • • mNaooT,oRn • • • • • Is fmao.teoo •• • • • • • &RT. OFAU7N. rMN ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR CENTERLINE 4 OF PANEL INTERIOR ALL •+2" ANCHOR InIOR IDVIEWS �^ 4" DIAG. 2.04" 12" 3.5" I I CENTERLINE OF PANEL 2.04" "+3" ANCHOR 4.08" EXTERIOR - 3.5" 24" CENTERLINE .0 OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) SERIES 770 ALUM. SGD - LM IMPACT —Aft sco-m NTS 11 + 22 PGT0130 CENTERLINE OF PANEL "+2" ANCHOR 2.04' 4" DIAG. 3.5° I CENTERLINE OF PANEL '+3" ANCHOR 2.04" 4"DIAG. 3.5" 7" L� CENTERLINE I OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED as compliln with the Florida Building ode NOA-No. 16-0629.06 Expiration Date 02/17/2020 Dy Mlam -D ro uet ontro � Y. A. LYNN MILLER P.E. REM 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2.1116 j fMAX.MA SHIM EMBEDMENT: i SEE TABLE A, J SHEET 1 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 2--TRACK FRAME HEAD 4-TRACK FRAME HEAD w WOOD INSTALLATION METAL INSTALLATION WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE NOTE 3, SHEET 1 SEE &TABLE A, SHEET 1 7NOTE 4, SHEET 1 SEEANCHOR I ANCHOR NOTE 5, SHEET NOTE 5, 1(1/4"MAX.) 1 SHEETI�. (1/4" MAX.) EXTERI R <11 2-1/16"• EXTERIOR I 2-1/16" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL Dw WOOD INSTALLATION Cnmonseu�r. --1 e A ce — 1 EX ER OF a EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION 1/4" MAX. SHIM EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 'I EDGE DISTANCE: 2X WOOD EDGE DISTANCE: 2X WOOD SEE TABLE A, TYP., SEE ANCHOR SEE TABLE A, TYP., SEE ANCHOR SHEET 1 NOTE 3, SHEET 1 SHEET 1 NOTE 3, SHEET 1 WOOD ANCHOR TYP ., 2-1116"' SEE ANCHOR NOTES WOODANCHORTYP., & TABLE A, SHEET 1 SEE ANCHOR NOTES •• ••• • • • �tf�BLP•A,dSHF�Tt • EXTERIOR 1/4" MAX. SHIM If— • • • • • • EkfEF@7R • • • • • —•' 9 • • • • • • • • • • • • •• 614",MAX. SWIMI►— • • �F • • • FRAME JAMB • 3-TRACK FRAME JAMB ®2-TRACK Gw WOOD INSTALLATION w WOOD INSTALLATION ® • • • • • • • • • • • • • : 107� TECHNOLOOYI • • • • • • N.,tdC� Fl-362T5 • • CAST. OFAUTH./T M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" ' ANCHOR NOTE 5, SHEET 1 , (1/4" MAX.) T EXTERIOR <52-1/16" 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEEANCHOR NOTE 4, SHEET 1 —9 1 2-1116"' SMS ANCHOR TYR, ' SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS EXTERIOR BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM I — 4-TRACK FRAME JAMB Iw METAL INSTALLATION ERNES 770 ALUM. SGD - LM IMPACT .weac ere •.Mona soo-no NTS 1 12 + 21 1 PGTO130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as COMPIZ12 with the Florida Building Cod• NOA-No. 16-0629.06 Expiration Date 02117/2020 By Mlaml-ft4m pFoduct Control LYNN Alill� ' ' No. 58705 luwft A. CYNN FAILLEf� P.E REM 55705 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 8 TABLE A, SHEET 1 3-TRACK FRAME HEAD Bw WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A SHEET 1 7 INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PER TABLE TABLE A, SHEET 1 CONCRETE A, SHEET 1 2_1/16' - PER TABLE A, SHEET I EXTERIOR o 1/4' EMBEDMENT: I EXTI SEE TABLE A, J MAX. SHEET 1 SHIM PROPERLY SECURED IX CONCRETE ANCHOR TYP. WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD \Acj CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 2-1/16"' PER TABLE �_,-, A. SHEET 1 IOR f _ - — _ 114" EXTERIOR MAX. a SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 3-TRACK FRAME HEAD Bc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: SEE TABLE A, SHEET 1 1. ALL DIMENSIONS SHOWN ARE BASED 2-1/16" • ON MIN. ALLOWED. 1/4' MAX r SHIM ' DIAGONAL O.C. IS MIN 4" (HEAD &SILL) OR 8" (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED IX / CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE L SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4-TRACK FRAME HEAD Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCMSHEET WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEEANCHORSEE ANCHOR SEE ANCHOR NOTE 5, SHEET NOTE 5, NOTE 5, 1 (1/4" MAX-) SHEET I� SHEET 1� T 1 (114" MAX.) 1 (1/4' MAX.) - 1 EXTERIOR I : > • . ` EXTERIOR I ' EXTERIOR Ii - EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL \2,CJ CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 1, —T EMBEDMENT: SEE —~ TABLE A, SHEET 1 PROPERLY SECURED • EDGE DISTANCE:SEE 1X WOOD BUCK TYP., TABLE A, SEE ANCHOR NOTE 3, SHEET1 SHEET 1 SHEET 1 CONC./CMU ANCHOR 24V11 " TYP., SEE ANCHOR NOTES & TABLE A SHEET1 •e @QwR*TE• EXTERIOR n V I OIZ AML • ;rf„1ji�. • • A5L 1/4' MAX. SHIM • A, SY 1 a •• •e• •• 2-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: CONC./CMU ANCHOR SEE TABLE A, TYR, SEE ANCHOR SHEET 1 NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3. CONCRETE • • • SIjFiET 1 OR CMU IXT&10'• PERTABLE A, SHEET 1 f' • y ' M%SHIM I I�— FRAME JAMB ®3-TRACK He CONCRETE/CMU INSTALLATION • • • • • • • 70 7ECMNOLOCY CRM • • • • • N, CE FL 34M • • • • • • • (wl�reateoo • 000 • • C&T. OFAUTH. M96 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • }. EDGE DISTANCE: SEE TABLE A, PROPERLY SECURED SHEET 1 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR 2-1I16"' TYP., SEE ANCHOR NOTES & TABLE A, SHEET CONCRETE OR CMU EXTERIOR PER TABLE J T A, SHEET I 1/4" MAX. SHIM I _ 4-TRACK FRAME JAMB Ic CONCRETEICMU INSTALLATION FRIES 770 ALUM. SGD - LM IMPACT scmnp PITS 1 13 a 22 PGTO130 CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Bulldlnp Code NOA-no. 16-0629.06 Expiration Date 02/17/2020 By mlam -D product control No.5875 irrST ' P3=.i'skYos INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING HOOK MOUNTING ADAPTER WATER OOD ANCHOR TYP., INFILTRATION EE ANCHOR NOTES EMBEDMENT: TABLE A, SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET 1 ILLUSTRATION, SHEET 9) L95c��TABLEA, DISTANCE: SEE SHEET 1 EMBEDMENT: 26 SEE TABLE A, EXTERIOR SHEET PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES ID P-HOOK & TABLE A, SHEET 1 CONCRETE OR_/ (ALSO SEE TYP. 2.693" MIN. CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1 ®P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR EMBEDMENT: SEE PHHOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 28 & TABLE A, SHEET 1 (ALSO SEE TYP. EMBEDMENT: ILLUSTRATION, SEE TABLE A EMBEDMENT: SHEET 9) SHEET 1 SEE TABLE A, DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 P-HOOK SMS ANCHOR TYP., EXTnERIOR SEE ANCHOR NOTES 3!� & TABLE A, SHEET 1 V (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOQI FOfZ-1JJgE 1NITH BOX -SILL RISERS w PARTS #19, #21•#2& • • 01#21, • • • • META INSTAL TIOR • • •EXERaF4 (SEE ABLES 1L 24 & JA M"JRT • • FOFttvM4TEIVWWING*)• • ymy •s •• • • • - • - N. %vcF- n 3427$ • • • • • • • • • fwl}ueo-leoo • • • e • e • CAT. OFAURI. IZ M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 2.693' MIN. EDGE DISTANCE CONC./CMU ANCHOR TYP., SEE ze ANCHOR NOTES & _ TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE A,SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) ga P-HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18, #20, #22 OR #24, CONCRETE/CMUINSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDMENT: SEE ADAPTER CONC./CMU TABLE A, SHEET 1 ANCHOR TYP„ SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYR 88 ILLjjUSTRAT]ON, SHEET 9) r 2� 1-1/4" MIN. EDGE DISTANCE P-HOOK CONC./CMU ANCHOR TYP., SEE EXTERIOR I� ANCHOR NOTES & TABLE V A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS #19. #21. #23 OR #25 CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY =RIES 770 ALUM. SGD - LM IMPACT �aat a.k e.x —1. scD 77o WS 1 14 d 22 PGTO130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED •a eompIyI gwith the Florida Bull tling Codi Non -No. 16-0629.06 Expiration Date 02/17/2020 By Miami-Dm!�roduct Control \ ,...,';r7: ,� �� tiitJN A9n rr • L '• �wv ptomc- �'K: LYNH IG♦.ER; P.E. P.EA 66706 CONFIG. EXAMPLES HEADER DETAIL W, SHEET 18; INSTALLATION_ DETAILS'Aw' &'Ac', SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107410) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'DW &'De, SHEETS 12 & 13 PANEL CORNER DETAIL MAX PANEL HEIGHT #10 X 1-112" PH SMS WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 I MAX. UNIT MAX HEIGHT DLO PER HEIGHT TABLES 1 13 aU" EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX SILICONE STRUCTURAL SILICONE STRUCTURAL SILICONE IRS POLYISOBUTYLEN 1/4"NOM. FOAM WITH DESICCANT WITH DESICCANT EXT. GLASS EXT.GLASS FRAME CORNER no-I'An Part# Description Material 124 Kommeding 4SG TPS Spaillesy • • 125 Ouanex Super Spacer nX►with Hot Melt BL%* • *Se: thl 120 Ouanex Duraseal Spacer • • • • • wShmbit TAa�d 127 Cardinal XL Edge Spacer SPA0•RS. • • • �a • • EXTERIOR \ 90° CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SHEET II INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH -r DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' MELT BUTYL NOM. X V SMS INT. GLASS 1�4 KODISPACE 4SG TIPS INT. GLASS ,ss SUPER SPACERONXTTM PRODUCT REVISED ALUMINUM as comp)yyingg with the Florida EMENT POLYISO- DESICCANT FILL AREA ,u,,ding Codi HOA-No. 16-0629.06 BUTYLENE 5/16' NOM. _ SEAL Expiration Date 02/17/2020 BUT SILICONE SEAL DESICROLL-FORMED F STEEL Miami ac/ tluct Control EXT.GLAS &STAINLESS EXT, GLASS SS INT. GLASS ...... _ Izs DURASEAL® SPACER 1sr XL EDGE' SPACER .... - FL 3Q75 • - 04 •46160 ILJLR/CJ / /V LVM- AVV " LIw rIIVIf%lr I —5«.e • !ca,0FAUMHaNT15 oPGT0130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET' ��'M% SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; -�f---INSTALLA.TION DETAILS 'G a &'Ge, SHEETS 12 & 13 iFIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; LLSHEET 18; INSTALLATION DETAILS'L7' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW &'Ac', DETAILS'GW &'Gc', L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13 SHEETS 12 & 13 SHEETS 12 & 13 17 90° PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' MA / NOM. PANEL / / UN HEIG WIDTH TYP. / PE MAX. PER SEE TABI DLO TABLES 1-3 NOTE 2, 1-. HEIGHT SHEET 15 a � a O X X X MAX IINIT WITITH HT R ES PANEL PANEL PANEL TYPE TYPE TYPE A 'CS' as, SILL DETAIL NOM. / 'D', SHEET / / PANEL / / 18• MA• WIDTH TYP. INSTALL DLO PER DETAILS HEIGHT TABLES 1-3 'DW &'Dc', SHEETS 12 Gj &13 xX X L SEE FRAME & I PANEL CORNER SILL DETAIL'D', SHEET 18; CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw' &'Dc', SHEETS 12 & 13 MAX. UNIT WIDTH MAX. DLO WIDT - TYR EXTE JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS �'Gw' &'Gc', SHEETS 12 & 13 IOR INTERIOR PANEL INTERLOCK DETAIL TYPE 'M', SHEET 19 MAX. UNIT 90° OUTSIDE CORNER / HEIGHT DETAIL'Nt', SHEET 19 & / CORNER ANCHORAGE SEE TABLES SHEET 11 NOTE 2, 1-3 INTEwoR -IEET 15 �. EXT RIOR a NOM.PANEL X WIDTH TYP. PER TABLES 1-3 MAX. UNIT WIDTH EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'11% SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' & L2, SHEET 19� . 1 INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13 � HEADER DETAIL JAMB DETAIL'H2', SHEET P-HOOK DETAIL T & W, SHEET B', SHEET 18; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION 'HW &'He, SHEETS 12 & 13 'Jc%'Kw' &'Kc', SHEET 14 DETAILS'Bw' &'Bc', SHEETS 12 & 13 7 MAX HEI P TA 1 TAB r — MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' 'L' M' F I UNIT NOM. GHT ER PANEL WIDTH TYP. i & e EXAMPLE: O? � • • • 60-L DBlrAIL'f, 3HE21.18;' (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS EW &'Ec', SHEETS 12 & 13 •�— • • • VEN%CE &LL 31275 !,treat •• • • • • • • !• •• • • &RT. OFA•• UIH. amw • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • JAMB DETAIL '12', SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET DETAILS 'W &'Ic', SHEETS 12 & 13 18; INSTALLATION DETAILS 'CW &'Cc', SHEETS 12 & 13 r MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. 'F F P M NOM. UN PANEL HEI / / WIDTHTYP. / PE SEE MAX. PER TAB —NOTE 2, DLO TABLES SHEET 1 HEIGHT EXAMPLE:XXXO (4-TRACK, BY-PASS) amber+ AX. GHT PRODUCT REVISED as comp Ingg with the Florida Bulldlny de NOA-No. 16-0629.06 IT Explmtlon Date 02/17/2020 R 9y ' LES MI■m- ■o ue nto 3 SILL DETAIL'F', SHEET 18; ^J - INSTALLATION DETAILS FW &'Fc', SHEETS 12 & 13 6 EFRIES 770 ALUM. SGD - LM IMPACT 5C°'U-770 1 NTS 16 r 22 PGTO130 A LYNN MILLER, P.E. RE.e 58705 PANEL'S RIGHT S PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXEDLOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INT( 90 LOB TYPES OUT IN STILE W/ HANDLE BOX OUT BOX OUT BOX IN Wl HANDLE W/HANDLE W/H _ u 2020 SINGLE INTERLOCK aDl- F PP K L T OUT ,mom SINGLE INTERLOCK e� B E P A /-� ` _ v ^ r v IN (eCXG1rr mw" FIXED RR R S S STILE ry0%p7r) MWN) LOCKSTILE D A A J J W/ HANDLE � �/� f�� RarM W ASTRAGAL BOX OUT / R (� a W/HANDLE rfimam rr ASTRAGAL LEFT 4 INTERIOR W Box IN w/HANDLE (eozw) PANEL ASTRAGAL T U STILE EXTERIOR F— (n BOX OUT I (HOKOV7 (90XOUr) H LL PANEL "E" SHOWN. SEE TABLE FOR OTHE ASTRAGAL l W BOX IN AmM (�J ISM APPLICABLE STILE/ASTRAGAL REQUIREM J 9D LOCKSMLE RT Cl Y) W LE SILL RISERS OPTIONS EXT CORNER 90LOCKSTILEQ Z 132' HANDLEp19^T^V W/ 1 I►-- I a .232' Ewe, „90 I I 1 EXTERIOR EXT CORNER ^ A ^ WI HANDLE Jt11 S 2.666" 1.56T 62 INT CORNER p81 BO RECEIVER AT AS DF Wl HANDLE 4113 iJ113 EXT CORNER CF SILL RISER FLAT' SILL RISER, FLAT 18' 20 9D RECEIVER V FLUSH, 1-1Y2" LOW, 2-112". EXT CORNER 1 135 RECEVER , T V VS ^ ■ iF V pp3617 HEAACNNEDDVLLEEE I/ ORNR R w� WV WF EXTERIOR EXTaER� OR •70E 0 2.555' .082'W • •• • • • • ••• • • • • • • • • • • • • • • • s t9. SILL RISER, BOX21 SILL RISER, BOX . • • FLUSH, 1-1/2' LOW, 2-1/2' ' NOT VALID FOR WATER INFILTRATION F a.,.e ey Bnbbr w r • • • • • • • ► • • • j(7f 7EOGYORNE e� PANEL n SERIES • • : • : : VEN L 31275 =p„r,eo leoo �ERT.OF•AUM. r282A5 �� o.. R..es • • • SGD•770 a..n JR atr. 1W10/14 ci.e.ee. ors • • • • • • • ••• • • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 801 OR Bt�1 108 FULL PANEL JAMS LENGTH I 100 FULL LENGTH OF JAMB G1 2-TRACK JAMB 6" LONG 5 t0s @ W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) EXTERIOR GTH 410 X 3/*OFjJAMB 2-TRACK JAMB SMs, x CLIP#80OR#1056"LONGWI RETAINER #123 (SHOWN WITH MIDSPANFIXED PANEL TO THE EXTERIOR) �I-(,EXTERIOR EXTEF G SHOWN WITH OPT. SCREEN TRACK ®2-TRACK W/SCREEN A FRAME HEAD lJ G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 15 112 40 G4 2-TRACK JAMB 51 S2 W/ SCREEN 53 VEXTERIOR 3 v 113 45 EXTERIOR 89 a gEh 3-TRACK \,V FRAME HEAD EX EXTERIOR 112 ly 8 U"`6 a. 000 • 6Eh2-TRACKW4CREEN • • • •3- ACK FRAME SILL • • • • • • • "�FRAIME SILL - ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLtSEETAftES • • • • • • • 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. • • • • • • • N. VEIWi� FL 3W5 •• •• • • • • • • • CERyOFAURtt�tZ9290 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • LOCK PART -- 75 fl 107.11 17 10 OR 61 5 18 5 SEE DETAIL G1 FOR FIXED 80 PANEL CLIP oCK PART 75 S 107-11 SEE DETAIL G2 103 FOR FIXED 5 60 OR 81 PANEL CLIP 103 REE 17 OR 81 EXTERIOR el-(,XT EERIOR �,EXTERIOR� Vv EXTERIOR 3-TRACKJAMB3-TRACK JAMB 4-TRACK JAMB Ht (SHOWN WITH e (SHOWN WITH 11 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO 4-TRACK JAMB 12 (SHOWN WITH OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 4 113 5 EXTERIOR 89 a 4-TRACK MAX. UNIT C FRAME HEAD HEIGHT PER TABLES 1-3 EXT 4-TRACK KZ7 FRAME SILL _RTICAL SECTION DETAILS FRIES 770 ALUM. SGD - LM IMPACT aeoe e".e a..e 8G0-770 NTS 18 > 22 PGTO130 PRODUCT REVISED as comp)ying with th• Florida 6u0dlny Cod• NOA-No. 16-0629.06 Expiration Data 02/17/2020 Ey � miarni-u&�W Producton ro ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) V EXTERIOR P-HO IGIO EXTERR V EXTERIOR 67 STANDARD ASTRAGAL #67 L1 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) EXTERIOR a EXTERIOR V 68 HEAVY-DUTY ASTRAGAL #68 LZ WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) it isl v it iyl V _.._..._.. ® 90' OUTSIDE CORNER Nt 2-TRACK SHOWN INTERIOR EXTERIOR 11 5 • • •• • • • • ®135- INSIDE CORNER • • • • • • • •• • • • 0 2-TRACK SHOWN • ••• • 135' OUTSIDE CORNER • • • • • • • • OI 2-TRACK SH • • • • • • • • • • • • • • • Al VD&E. FL 3405 • • • • • • • tNfa+coo • • • • • • • • CERT.WFAU74.W_19 B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 INTERIOR ®90' INSIDE CORNER Nz 2-TRACK SHOWN 4 INTERIOR FRIES 770 ALUM. SGD - LM IMPACT nrK ew a.a n.wpra sow7o NTS 1 19 a 22 PGTO130 INTERIOR EXTERIOR V lffi�INTERLOGK ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. PRODUCT REVISED as Complying with th• Florida Building Code NOA-No. 16-0629.06 Expiration Date 02117/2020 By mlam4Da 14 Product Control 16 A. LYNN MILLER, P.E. P.E.# 58705 Item DwG q PGT# Description 1 17306 617308 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 3 17309 617309 3-TRACK HEAD 4 17312 617312 4-TRACK HEAD 5 17314 817314 FRAME SCREW COVER 6 17317 617317 FRAME HEADA MB ADD -ON 7 17304 017304 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 17307 817307 3-TRACK SILL 10 17310 01 T310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD -ON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK "IS WITH SCREEN RAIL 16 17308 MT308 3-TRACK JAMB 11 17311 617311 4-TRACK JAMB 18 17322 1 617322 SLL RISER -FLAT, FLUSH, 1-11T 19 17319 1 617319 SILL RISER -BOX( FLUSH, 1-1/2" 20 17321 1 617321 SILL RISER - FLAT, LOW, 2-1/7 21 17318 61731B SILL RISER -BOX LOW, 2-1/2" 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-114" 23 17354 617354 SILL RISER -BOX, MEDIUM, 3-1/4" 24 17323 617323 SILL RISER - FLAT, HIGH, 4' 25 17320 61 T320 SILL RISER - BOX HIGH, 4' 28 17333 617333 POCKETP-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 817334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 617348 POCKET P-HOOK FOR BOX RISER 31 17378 617378 1135 CORNER 32 17376 1 617376 1135 FIXED MOUNT ITEMS 40-53 ARE SCREEN PARTS: 40 4319 012258 SCREEN SIDE RAIL-LOCKSTILE 41 7LOCKWOSK SCREEN LOCKSET 42 411818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE NTERLOCK 45 4317 - 812256 SCREEN TOP RAIL 46 4318 012257 SCREEN BOTTOM RAIL 47 888 7SRAZ STANDARDROLLER 48 868 7SRAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 16W 01892 SCREEN SPLINE -.165' 52 1094 01694 SCREEN SPLINE -.150" 53 61816C20 SCREEN CLOTH 54 1725 1/2' X4" X 1/10' 55 1728 1"X4•X7/18'S 0PG f PGT#, Description 17325 617325 PANEL STLE N 1r328 617328 PANEL STLE 01EAW DUTY) 17327 617327 INTERLOCK ADAPTOR 1225 STP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 1729 71729 SILL END WEATHERSTRIP PAD V328 017328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 88 17339 B17339 HEAVY DITTY ASTRAGAL 09 17324 017324 TOP 8 BOTTOM RAL 70 17350 417350 MAT14FRSTRF EXTENSION (INJECTION MOLDED) 71 1695 71095 1-1/2" X i" X 3/4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE - DOW-IM, DOWA95 OR GE-7700 75 81S5 78185X GEMNI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX #10-32 X 1" FL. SS SCREW W/ TYPE T' TIP 77 7103239 1G-32 STEEL ZINC U-NUT 79 17357 617357 1' IG BEAD 80 17359 017359 7/16" READ / FIXED PANEL CLIP 81 17360 617360 9/16"BEAD 82 1224 8TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE NC, V2' X 1/18" SGL SIDE AOH. TAPE, POLYETH. 100 8052 4BO52 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1698 71696 DUST PLUG 103 8180 78186X 1-KEEPER 104 553 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLP - 8" LONG 106 17352 817352 FIXED PANEL RETAINER -9/18" 107 1139 71739 HANDLE KIT- NTERDR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RA ISED EXTERIOR HANDLE 109 1731 7618MN HANDLE KIT- RECESSED NTERIOR Writ THUMB TURN 110 1732 70178 HANDLE KIT - RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X3/4' PH. PN. TEK- S.S. 112 1235 67518 WSTP, .270 X.170 - FIN SEAL 113 1712 64066 .187X.230"FNSEAL 114 71OX115PPX #10 X 1-1/2' 115 710)PPT #10 X 1" 116 72 X #11-20 X 1" S.S. 117 720X712X #14-20 X 1-11T S.S. 116 17336 817338 90 DEGREE CORNER RECEIVER 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 11352 017352 FI ED PANEL RETAINER, 7/B" •• ••• • • • • • •• . BLOCK, N P N 85 a • • • ET. LOCK, R +/ • • • ••• • •• ••• •• • • • •• • 000 • • ro�Ed+Na[djrl►OR114= PARTS LIST • • • • • • • • • • • • • • • (w1}41600 • SERIES 770 ALUM. SGb - LM IMPACT • • • 066 • .} oFaun! ao29e ® soo-77o 1 NTS 1 20 - 22 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-69, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL- 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ ?4' MAX. O.C. PRODUCT REVISED as comp] yyi1ndgy with the Florlds Bulidin• Coi _NOA-No. 16-0629.06 Expiration Onto 02/17/2020 Oy Miam � ro uet Contro A LYNN MILLER, P.I- P.E.# 58705 5.069" 8.562' � 0.080' 1.211*L4 1.505" _1 0.081" 0 2-TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.198" � U U U U ��1211 0.081" O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 6.526" 0.080" 4 1.505" O9 3-TRACK SILL (6063-T6 AL) 7.105" 6.221" 0.080' 1.211" 1.505" 0.081" O 3-TRACK HEAD O8 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 8" 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 9.142" 0.081" 4.49" 0.080" c 1.211" 1.505" C 0.081" O4-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) c �-514' �I�'0.060" 0.532" 0.780' 1.280'1.1.516" 1990" OFRAME-HEAD/JAMB SCREEN • • M S L CRJEM. • • FRAME SILL SCREEN ADD -ON 12 A • • • • * t3 END ADD -ON (6063-T6 AL) • (6063-36 Al) • r • • t e (8083-T6 AL) • • • RrwW:RES♦&. #tq SMS • • • •REQUIRES MIN. #10 SMS OR 3/16" MASONRY OR 3/16" MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX O.C. • ••• • • ••• ••• 1070 TfCHNa.efromv • • • • • • N. Vt�'L� FL �3 • • CERr 0FAUnt.• iY M • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.36" 7.105" 18 3-7RACK JAMB (6063-T6 AL) omod" EXTRUSIONS SERIES 770 ALUM. SGD - LM IMPACT ".�..� a"." ..� wwMox. .I'-- NTS 21 - 22 PG7'0130 7 1.36" u 0.062' ]1.872" 19" p 0.081" SCREEN 40 STILE (6063-T6 AL) 5.069" -�{ 1.045" T- 1.993" 0.062" O2-TRACKJAMB 14(6063-T6 45 SCREEN OTOP RAIL AL) (6063-T8 AL) 17 4-TRACK JAMB (6063-T6 AL) 0.875" 1.9 93' HL 0.062" SCREEN BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as Complying with the Florida BulldlnB Cod• NOA-No. 16-0629.06 Expiration Date 02117/2020 BY Miami-DLd�Vo6 uct Control 0.718" 0.83` 3.802' 2.304" 1 0.752' 3.802" 0,752' �- 0.885" 0.574" 1.163"I 0.062" TT-0.798' 1 0.080" 0.062 J p 062=q L AME SILL P-HOOK MOUNTING 0 23P-HOOK SCREW 0.076" SG- 1t - 26 P-HOOK 2a 28 3o P-HOOK FOR BOX RISER COVER OTRACK OADAPTOR OCOVER 0.080" O (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (�-- 4" .155"4" 2.30'W1.481181"0.080"1.739"0.830'0.062" 0.133' 1.303" 1.600 1.600 D.062'.0800" 1.888" O16" 13.125" 0.325' 1.92.4 3.125" 0.062" 2.44" INTLOss 31 135" CORNER 32 135" FIXED MOUNT so STANDARD STILE s1 HEAVY DUTY STILE sz (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTERCK INTERLOCK ER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" LUU[0.075" 1.645" Tr 0.125"" s7 STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757" 0,050" t05 FIXED PANEL CLIP (6083-T6 AL) .550" --y � + ��ju}I--0-.77C 0.080" YI FOXED PANEL toe RETAINER, 9/16" (6063-T6 AL) 0.281" --I ss HEAVY DUTY ASTRAGAL (6063-T6 AL) 4.125" 1.645" 0.062" 1.304" If F---- 3.25" es TOP/BOTTOM RAIL (6063-T8 AL) .289" �141 I J;5 045" 04T - JGLAZING �.) Oo BEADG FIXED 81 BEADGLAZING (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.03" 4" r 0.080� L 0.709" 2.893 7.498" 0.133" 1.498" 0.080" L 0.863 FIXED PANEL • • • • • • • 1. • • • 5.621" 12s RETAINER, 718" � � � • • • • • (6063-T6 AL) • • • 0 •'� " • • 119 90' OUTSIDE CORNER ASTRAGAL NB �00 COF�NER RFiG�fV�R • • (6063-T6 AL) •• 3T -) • •• 5.621" PRODUCT REVISED as com 1ying with the Florida Bulldlny Cod. NOA-No. 16-0629.06 0.133" Expiration Date 02/17/2020 By Miami a ro uct on o 4" 120 90' INSIDE CORNER ASTRAGAL (6063-T6 AL) 1070WCHNp040 Drove EXTRUSIONS N. VEWM FL 3JjT /w,1�a•,s00 SERIES 770 ALUM. SGD - LM IMPACT CER 0FAU77?#MW IFn®T scn770 I NTS 1 22 + 22 PGT0130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• T M IAM 1•IaADE MIAMI-DADE COUNTY ► I M, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMI S 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION! T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NO I`1 www.miamidade.eoy/economy PGT Industries t:./ u " 1070 Technology Drive PrDDNorthVenice, FL 34275SCOPE: This NOA is being issued under the applica datio" s governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, 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. • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name• er log;: city, state* • • • • model/series, and following statement: "Miami -Dade County Product Control App MM&, unless 6therwisC....; noted herein. • . . " ' RENEWAL of this NOA shall be considered after a renewal application has beev.Ukll.and there has beeq.;..0 no change in the applicable building code negatively affecting the performance of tMs product. •.: ...... TERMINATION of this NOA will occur after the expiration date or if there has VO & revision 8r change in the materials, use, and/or manufacture of the product or process. Misuse of this N09 as an &ndc6ement of any product, for sales, advertising or any other purposes shall automatically te;Vl t§ this NPA. Failurg • • • •; to comply with any section of this NOA shall be cause for termination and removal of NOA. •..' ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# I1-1114.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0519.09 / CMIAM! E COUNTY Expiration Date: December 21, 2021 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by E�lmupdo La;gacApada, P.E. .. .. (Submitted under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • • • • • 2) Uniform Static Air Pressure Test, Loading pe: �T$C TA-9 2�94 3) Water Resistance Test, per FBC, TAS 202-9g.... . ..4) Large Missile Impact Test per FBC; TAS 20C'94' '..'.: 5) Cyclic Wind Pressure Loading per FBC, T4S•261-94 • 6) Forced Entry Test, per FBC 2411.3.2.1, TAN 202' 94 :...:0 along with marked -up drawings and installation diagram of an* alump iR horizontal sliding window, prepared by Fenestration Testing Laboratory, llc.; T1st Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) v Manuel P re , P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 E - 1 ? PGT Industries-, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis; complying with FBC-5th Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`b Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by.Carlos S.140 P.E.....:* (Submitted under NOA No. 07-0815.09) • 4. Laboratory compliance letter for Test Reports No..FTL-485940d.FTL-4V51,'issued...:. by Fenestration Testing Laboratory, Inc., dated 03/08/06; Stilted and sealed bye � � �; Edmundo Largaespada, P.E. .... .... . . ...... ..... ..... (Submitted under NOA No. 06-0405.06) • .. .. .. .. ...... G. OTHERS • • • • • • • 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industrids for their SQ&M. "HR-710" Aluminum Horizontal Sliding Window - L.M.I., ap 7r qd on 02/J§ 12 an4• • • • expiring on 12/21/16. • ' Manuel P e , P.E. Product Control Wminer NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 E-2 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A.090" "PVB" INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090' "PVB" INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A.090' "PVB" INTERLAYER. E. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090' "PVB" INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/10" HEAT STRENGTHENED GLASS WITH A.090' PVB` INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1l8" ANNEALED GLASS WITH A.090' "PVB" INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090- "PVB" INTERLAYER. J. 13116" LAMI IG: (1) LITE OF 1/8' OR 311 V ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16"ANNEALED GLASS WITH A.090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090- "PVB" INTERLAYER. L. 13/18" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090' "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, X0, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S Al ALUMINUM NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL "PVB" = KURARAY BUTACITE PVBINTERLAYER or SAFLEX PVBINTERLAYERBY EASTMAN CHEMICAL COMPANY NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 5 ANCHORAGE .................... 8-11 PRODUCT REVISED ee complytng wllh the FWde EuI Ing Code Acnptooce No d ��•ftO�pO� L'.igt1011 DO1e "Vv7" B. THIS PRODUCT HAS BEEN DESIGNED & TESTEIP PO WW?LY4IWI'W THS REQtlIR[MENf3oOF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 9.HURRICANE ZONE (HVHZ). • • `� I XYNN M1 i� 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS T'IIPEl1 G •L SHANL Hi.VEgA TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. tGa ' ms C-' NO.58705 15 L.M. N/M16 ~ F 67H E01T10N f1 FBC GP • • • • • • °ivpv 'Xi �TATE OF \ J: i&0 TEAINOLOGY JRNE _GENERAL NOTES ;0,�, FLomoI, J.J. ' ratnll E FBC20fOCODE CHANO • • • • • N.VESL�,FL3.7@ P ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ° JA N2a11 D ADDED ro OAP TO BE TEMPERED #30FT NOTE. P.G. eOx 1529 sor`a.1 rrc t+r L1"MeNa M* A L�F(ti 1.p8ldd,tP.E. NOKOMIS, FL 34274 Vb16 Better F.K �B•9B J.J. Maw� HR7f0 NTS 1 III 4127-10 F P.E.r 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • KURARAY BUTACITE PVBINTERLAYER •PVBI or 21 II 50 21 50 SAFLEX CHEMICAL AYER BY EASTMAN CHEMICAL COMPANY 1/2" NOM. GLASS BITE 60,61,62 1 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 21 i 1/2" NOM. GLASS BITE 86,67,68,69,70,7 V 118" ANNEALED OR HEAT STRENGTHENED GLASS .09D PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5118" LAMINATED 5/16" OR 3/0" AIR SPACE 1/8" OR 31&%AW41-E➢ O%TEMQERER GI f1SS 13116" NOM. • • • • • • • • 13/16" LAMI IG GLASS W/ 6/16" U4�ull ! • • • •• ••• •• • • • •• 1 a EXTERIOR INTERIOR 1I2" (ALL SECTIONS) GLASSS BITE IT 63, 44,65 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 3/1 VANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE v 72,73,74,75,76,77 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASSQD 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Qp FOR INSTALLATION IN THE HVHZ ABOVE 30,JT, GWJ TYPES Qj- L SHELL HAVE"gMPF.§V I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED toter L.M. twee 5114/16 1 ftw.. F I REVISED INTERLAYER MRJUAICTUAER • • • • • • • tab TEC�IOLOGy ERNE N. VEt FL 3/:� uw"ee"e GLAZING DETAILS J.J. 1C/17/11 ReM,bt E NO CHANGE THIS SHEET • •• • MIR ALUM. HORIZONTAL ROLLER WINDOW, IMPAC J.R. SQC/f 1 D ADDED 10 CAP TO BE TEMPERED E. +30FT NOT v.o. sox lszs rwne,t arr.t dale ~ pe fir. .—OMM. FL3127< Visibly Better FUII 2 + 11 4127-10 F.K. 4@&D8 J.J. 3,23/06 HR7f0 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 • 0 PRODUCT' REVISED m complying with the F•Imide Building Code G Acuptcnu No Irj�0 I92t'o�1 imli"n Date L By Miem' ndc oducl C n x`- I ILYNN A, Yr : No. 58705 ^ 9 z .••• u- � Ill r� ST)S ATE FJ: A. LP.E. P.E.M 58705 TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 3/8" 48" 50 6/8" 54" 80" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +g0.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 1 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +58.8 -58.8 +66.2 -66.2 106 318" A,B,G,H +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +55.2 -65.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +54.6 -64.6 +51.7 I -51.7 111" A,B,G,H +60.0 -80.0 +60.0 I -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 j -60.0 UP TO 111" D,E,F, J,K,L +75.0 I -75.0 TABLE 2, XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TOI 63" TO 86 7116" A,B C, G.H.I +60.0 ; -60.0 TO 88 7/18" +75.0 -75.0 TABLE 3 OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 03" 60" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 ' -75.0 TRFvtsED complying .rilA Lho Florida mwmply n�«p��«r�io ► -05 2v2) itelion Dole oy Mia a Product u 66" A,B,G,H +75.0 -76.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +76.0 -75.0 +76.0 -75.0 +76.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 ; -65.2 74" A,B,G,H +75.0 75.0 +75.0 ; -75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +68.1 68.1 +83.8 I -83.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-6330 A. 6/16" LAMI - (1/8" A. .090,1/8" A) G. 13/16" LAW IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) •• • • • • • • • •• B. 5/16" LAM] - (1/8" A, .090,1/8" HS) • t:. 18111' L: MPIGV /81' OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) \���� y C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) • • 11'1lt L4miG� lB� OR'3516"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) �YNN \�� pt� .. ofl� D. 7116" LAMI - 3116" A, .090, 3/16" A " ' f 13/V LAMI IG1/8.OR3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - 3/16"A, .090, 3/16"A E. 7116" LAMI - (3/16" A, .090, 3/16" HS) K. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) = 'r :' No. 53705 F. 7/16" LAMI - (3/16" HS, .090, 3/16" Fi$) 1L. 13146" LA64I IG-1/$; Pe 34V-.A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16"HS, .090, 3/16"HS) L.M. MiM16 F NOCHANOE THIS 8HEE7• • • • • • • CH DESIGRIVE N PRESSURES = l'p��s . J.J. idf7/ff E NO CHANGE THIS SHEET• •• • • • 107NDMENICE fLN276 '� T TM' CORIOP.•'��'�~� P`'•. F J.R.' aml 'D K ADDEDIGCAPTOBETEMPEREO +30FTNGTE. 'P.O.BOXing ALUM. HORIZONTAL ROLLER WINDOW, IMPACT/� "�L -.r pi,,,, p„K NOKOMIS, FL 34274 ei�� �` '• a""•''1p rr. �� F.K. WaAM J.J. 3/13A>B VIrlbty Better HR7f0 NT$ 3 + 11 412740 F A. L P.E. 5 )5 P.e. • • • • • • • • • • • • • •• •• • • • •• •• • • • 0 0 0 • • • • • 27 3/8" MAX. DLO 54 5/16" MAX. DLO FIXED VENT I Ifr 110" MAX. WIDTH I.F. FRAME F� 111" MAX. WIDTH FLANGE FRAME A 57 3/8" MAX. DLO ALL FIXED LITES DETAIL B - XOX (1/4-1/2-1/4) 33 9/18' MAX. 33 9116" MAX. DLO FIXED c DLO VENT I A I i B 63" MAX. FLANGE FRAME ALL / 56" I CONFIr / MAX. / I / DLO ALL VENTS 82" MAX. I.F. FRAME O I X ALL CONFIG. • ••• • • • • •• r 73" MAK. WIB*W.F. F&ICMAE • • • 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO • +r• • • ••• ••• F NO CHANGE THIS SHEET• • • • • • • re4yr • • • 107%TECHNOLOGY ORNE E NO CHANGE THIS SHEEN • • • • • t•VENICE4fI*4275 O NO CHANGE THIS SHEET • • • • • P.O. BO% 1529 By y� NOKOMIS, FL 34274 J.J, n3m • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2727 MAX. DLO DLO MAX. DLO VENT FIXED D D B B r- 85 7/16" MAX. WIDTH I.F. 8 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL PRODUCE REVISED ODUC I.F. FRAME ainp with the Florida s Building - Atteptenc, No Dxpirelion Date 21 Dy I Product 1 13 FLANGE FRAME 7 LYNN •'•FP \ ��'��.•' �\GENSF VIEW D-D (FRAME CORNER CONSTRUCTION) No. 58705 U•� ct- [ ELEVATIONS / / /` STATE OF </J �`�. •.,F.<oklo?.•' nes <'�`�' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Be[ttr 4w'rr4rrt HR710 aak NTS •r! 1 4 + 11 °"tins' 4127-10 br. F A. L%{41J IIARLI:ii, P.E. P.E.# W705 MAX. HEIGHT FLANGE FRAME MAX. INTERIOR MAX. FIXED DLO - MAX. WIDTH (FLANGE FRAME) 19 SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 4� MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 1 • • • •F•KT�RIQR • • • INTERIOR as �tf' • • • • • • • • • • • • • • • • • �� • 10 L A SECTION C-C • • • • • • • 42 • •SILL (VERTICAL SECTION, FLANGE FOIE) (VFJtTICA�$FHCJ4QN, I.F. FRAME) 61 Nf0/15 F - • NO CHANGE THIS 8M[ET• • • • • • • 1070•ECHNOL• DMw•W 1CV17/f1 E 1V0 CHANGE THIS SHEET* • • • • • N•✓•NICE. g1.04275.N27s �D • •P.O.gpxi529 -r_—�•__ .. &Ml1 NG CHANGE THIS SHEET pN,; NOKOMIS, FL 34274 Vtribly Better P2"6 J.J. 3l aw Saw • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD (VERTICAL SECTION, I.F. FRAME) SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, G a.rsrs• � mra n.raw Hrt7fo Haff 1 5 -if 4127-10 MAX. VENT DLO PRODUCT REVISED ns complying with the Florida building Codo Acuplonca No I:J'Ogl-1 �!9 plrnllon Dale I Dy Miami ado ProdaG lllll ���.• '�>crNSF '.FP �c c 1,10,50705 !•uc rl' 7 Jiu -•�Q '•.• STAG Or .IV` A. LYtSti MILLER P.E. P.E.g 56705 DESCRIPTION MAIL PGIYI FLANGEFRAMEHEAD 6063-T6AL 612237 SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 08 X 314 PH. PAN HEAD 7834AA SASH STOP COVER SASH STOP 6063-T5 AL 6 413E 1 IFLANGE FRAME SILL 6063-T6AL 64136 7 4137 ISILLADAPTOR 6063-T6AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGEFRAMEJAMB 6063-T6AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8X1.000 QUADPN.SMS 781P A 16 4110 0 SCREEN ADAPTOR 6063-T5 AL 64110G 17 4054 B FIXED MEETING RAIL 6063HD-T6 AL 64054A 19 4066 W STP..187 X .230 FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 W STP..250 X .270 BAM FIN SEAL 61693G 23 225-1 ROUERHOUSING&GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS-T6AL 64006 33 1235 W STP.,.170 X .270 BACK, FIN SEAL 67S 16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 412E ISASHSIDERAIL, 6063-T5 AL 64126 38 1683 W STP..250 X .270 BACK,FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078" C' L OR R 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 I.F.FRAMEJAMB 6063-T6AL 64141 50 1 GLAZING SILICONE, DOW 899 995OR UNALENT 51 1224 VINYL GAZINGBRADBULB CK 6TP247W,K 52 1225 VINYL GLAZINGBEAD BULB 6TP248K 53 4039 B GLAZINGBEAD-5/16' 6063-TSAL 64039E 54 4044 B GLAZING BEAD - 5/16" W/GRIILKIT 6063-T5AL 644703 55 4222 A GLAZING BEAD - 7/16' 6063-T5AL 64222 56 985 C GLAZINGBEAD-7/16" W/G2ILLKIT 6063-T5AL 6985 59 4067 GLAZING BEAD -13/ 16" .. ... . aj a3-T.I.A6 64067 60 GLASS 5/16' LAMI I/8" A, .090 PVB,v1/8" A • • • • • • • • 61 5/16" LAMI (]/8" A, .090 PVB, UB" HS)• • • • • • • • • • 62 5/16" LAMI (1/8" HS _090 PVP, 119" 41 • • • • • • • • 63 7/16" LAMI 306" A .090PVB VIVA) 64 7/16" LAMI 3/]6" A .090PVB 3/16" HS 65 7/16" LAMI (3/16" HS, .090I;VB 3iW'.HS L.M. Oak b/J4/15 x••us F NO CHANGE THIS SAEE; • • • • • • 107•TECHNO�GV DRNE' J.J. 1W17/11 1 E INO 0MGE THIS SHEET• • • • • • N'ENICEIf1I84275 • P.O. eox lase NOKOMIS• FL 34274 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • ITEM DWG#IREVI DESCRIPTION I MAT'L I PGI# 66 GLASS 13/16"LAMIIG-1/8"A IN.), 3/8"AIRSPA 5116"LAM[ 1/8"A .090PVB 1/8"A 67 13/16" LAMI 1&1/8"A IN.), 3/8" AIR SPACE, 5/16" LAMI 1/8"A .090PVB 1/8"HS 68 13/16" LAMI 10-1/8"A (MIN.), 3/8" AIRSPACE, 5/16" LAMI (1/8"HS, .090PVI , 1/8"HS) 69 13116" LAMI IG3/16"A (MIN.), 5/16" AIRSPACE, 5/16' LAMI (1/8"A, .090PVB, 1/8"A 70 13/16" LAMI IG-3/16"A IN.), 5/16" AIR SPACE, 5/16" LAMI 1/8"A, .090PVB, 1/8"HS 71 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB,1/8"HS 72 13/16"LAMI IGI/8"A IN.), 1/4"AIR SPA 7/16" LAMI 3/16"A .090PVB 3/16"A 73 13/16"LAMI1&1/8"A IN. 1/4"AIR SPA 7/16"LAMI 3/16"A .090 PV8, 3/16"HS 74 13/16" LAMI I0-1/8"A (MIN.). 1/4" AIRSPACE, 7/16" LAMI 3/16"HS,.090PVB, 3/16"HS 75 13/16" LAMI IQ3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVB, 3/16"A 76 13/16" LAMI 10.3116"A IN.), 3/16" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVB, 3/16"HS 77 13116" LAMI IG3/16"A IN.), 3/16" AIR SPA 7/16" LAM[ 3/16"HS..090 PVB, 3/16"HS 90 1014 SCREEN FRAME OR. & VEIL 3105-H14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH 2.710 2.624 F062 41 I.F. FRAME HEAD #4139,6063-T6 hill PRODUCT REVISED es wmplying with the Florida 2.784 Building Code E`« att' Did, l 051 2�ZI .062 3.152 B�el L+ Mo Product n .082 1.988 43 I.F. FRAME JAMB .. 111YNIli/ #4141, 6063-T6 \ ���p\� 4i/Z/k NN \tGENSr .. .Q ' •. No.58705 / '/I1�IS Win^; •, STi;TE OF :' P/= �cS`4.l`LOHty. ALUM. HORIZONTAL ROLLER WINDOW IMPACT '' i'/G�l`!Al _ _ r",111 101 Bann ~HR O NT3 8 11 4127-10 F A. L NN L ER P.E. P.E PARTS f - 2.710 42 I.F. FRAME SILL #4140.6063-TB 062 1. 73 L= 1. 73 O FLANGE FRAME HEAD #4102A,6063-T6 1--11---.062 .490 T— �-1.451--{ O SASH STOP #4025.6063-T5 062 3 .349•�•1 �1111 21 SASH TOP & BOTTOM RAIL #4133, 8063-T5 1. 22 1- 2.710-1 O FLANGE FRAME SILL #4136,6063-T6 .081 .437 1.48 O HORIZ. ROLLER TRACK #4131, 6063-TB 2. 79 .062 � �1.1 7 �( 1.081 32 SASH MTG. RAIL #4006D,6063HS-T6 52 �{ 1.187 r--• .062 3.(90 O FRAME SILL ADAPTER #4137,6063-T6 1. 8, 7 � ,062 J1� �1.403� 17 FIXED MEETING RAIL #4054B,6063HD-T6 2. 28 1. 9 .082 .297+1 37 SASH SIDE RAIL #4126,6063-T5 �-1.513--� 040 I 738 1.443�1 O SASH STOP COVER #4053,8063-T5 Ir jf— 2.784 --1 1.363 J .082 13 FLANGE FRAME JAMB #4002A,6063-T6 050 .878 1.096 •-1 53 GLAZING BEAD, 5/16" #4039B,6063-T5 O5� .878 •878 1111���� 7— .883 .050 O50 1� •• ••• 1.098 —y^� • • • 1�96 �44NNNhh •• • • s • T • .050-1 1��5 I 1.115 y �1 I I 1.097 54 GLAZING BEAD, 5/16" • • E� 6t1•AZI d BlAg AV 56 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16" • #4044B, 6063-T5 • • • • • # 63- 5 • • 0 #985C, 6063 T5 #4067. 6063-T5 (USED Wl GRILL KIT) • ••• • • ••• ••• (USED Wl GRILL KIT) 6114/15 a. F NO CHANGE THIS S16: • • • • • • 107I•TECHNOOGY MME WWNICE•LE4276 EXTRUSIONS "• 10/17/11 E NO CHANGE THIS SHEET• •• • • • eawi l 0 NO CHANGE THIS SHEET P.O. BOX 1629 NOKOMIS.FL34274 — ALUM. HORIZONTAL ROLLER WINDOW IMPACT ow.- a ;; V1a1i'siyBalar I"Ielf 7 d 11 4127-10 F 2128M J.J. 3 HR710 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT RRVISED as complying wish the Fbrlda R"EJing Cods Acuplanu N" 15'0519. Ogi iraHon Dale i Ry Miami ado P.,., 9 1 `\""'ON.1 LYNN 1f/( �''i. Mo. 56705 "• ' -O 'CNAI- A LYIIII MlL�L1'd.b1.E. REA 50705 ANCHOR OUAN-n-nES, XOX 114-1/2-1/4 WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,1 GLASS TYPES D,E,F,J,K,L ANCHOR TYPE 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2.3. WOOD Z CONC 1, CONC 2,3, WOOD 2, CONC 1. CONC R SUBSTRATE 2. GLASS TYPES: D A. 5116" LAMI - (1 18"A,.090, 1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16" LAMI - (1/8" A,.090, 1/8' HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16- LAMI - (1/8" HS-090, 1/6" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16' LAM] - (3/1B' A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. ZONES ZONES 210NES ZONES ZONES ZONES WINDOW FILE V N HEAD d SILL ' HEAD d SILL !� U) I fA HEAD & SILL ' V' HEAD 6 SILL w HEAD 6 SILL �� I U) HEAD 8 SILL j i' 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 +1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 +1+C2+1.3 48.000 E.7/16"LAM] -(3/16"A,.090,3116" HS) 60.825 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 +1+C2+1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16' LAMI IG - 1/0' OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8' A,.090, 1/8" A) 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3+1+C2+1 3 54.000 H. 13116" LAMI IG - 1/8- OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 60.0W 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3+1+C2+1 3 I. 13/16" LAM[ IG -1/8' OR 3/16" A (MIN.), 5/18' OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13116" LAM[ IG -1/8' OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16' LAMI - (3/16- A,.090, 3/16" A) 63.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+02+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+C2+1 3+1+C3+11 3 K. 13/18' LAMI IG -118" OR 3/18' A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16- A,.090, 3/16' HS) L. 13116"LAMI IG --1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3116" HS,.090, 3118- HS) 60.000 x 38.375 1+02+1+C2+1. 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 i 2 1+C2+1+C2+1 2+2+C2+1 i 2 I 48.000 1+C2+1+C2+1 3 1+02+1+C2+11 3 1+C2+1+C2+1 i 3 1+02+1+C2+1 3 1+C2+1+C2+1 3+2+C2+1; 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.626 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3+2+C2+1 i 3 54.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3+2+C2+11 3 HEAD d SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+02+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 33+2+C3+1 j 3 25 3/4' MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 1+CZ+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 . 3 1+C2+1+C2+1 3 1+C2+1+C2+1 33+2+C3+1 3 TABLE KEY: X O X 74.000x 38.375 1+C2+2+02+1i2 1+C2+1+C2+1i2 1+C2+2+C2+1 2 1+C2+2+C2+112 1+C2+2+C2+1122+2+C2+112 48.000 1+C2+2+C2+1�3 1+CZ+1+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+1'3 1i i+C2+2+C2+1 32+2+C2+113 1+C3+4+C3+1 3 -ANCHOR QUANTITY PER JAMB 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 50.625 HEAD AND SILL ANCHOR QUANTITY. 64.000 L� A CLUSTER OF (3) ANCHORS CENTERED 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+02r1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1i 3 60.000 AT EACH MEETING RAIL PLUS V ANCH(1R AT FACN nPFRARI F VFNT i+C2+2+C2+1,3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 i 1+C2+2+C2+1 3 1+C3+2+03+1 3 • % % • • • • • • • • •• • • • •• ••• 0 • 0 ••• 0 • ANCHOR QUANTITIES XOX (1113413-1131 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE & SUBSTRATE 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE-FLEX 3 - M12 STEEL SCREWS (G5) 2. GLASS TYPES: Qp 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES I ZONES ZONES ZONES ZONES ZONES N ,y ai I m �N WINDOW 3119 HEAD & SILL HEAD & SILL HEAD & SILL' HEAD & SILL I HEAD & SILL I a HEAD & SILL i 6' A) FOR INSTALLATION GLASS IN TL SHALL ABOVE 30 B. 5/16-LAMI - (1/8" A,.090, 1/8' C. 5/16' LAMI - (1/8' HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/'18" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F.7/18"LAMI -(3/16" HS,.090,3/16- HS) 48.000 x 38.375 48.0D0 50.625 1+02+1+C2+1; 2 1+C2+1+C2+1 i 3 1+C2+1+C2+113 1+02+1+C2+1 i 2 1+C2+1+C2+11 3 1+C2+1+C2+13 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 2 1+C2+1+C2+1 3 1+C2+1+C2+113 l+C2+1+C2+1. 1+C2+1+C2+1. 1+C2+1+02+1 2 1+02+1+C2+12 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1I3 1+C2+1+C2+1 ' 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1+C2+1+02+11 3 54.000 G. 13l18' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/18" OR 3!8"SPACE, 5/18" LAMI - (1/8" A,.090, 1/8" A) 60.0D0 83.000 63.125 x 38.376 H. 13/16" LAMI IG -1 /8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8-A,.090, 118* HS) I. 13/18" LAMI IG -1/8" OR 3/18' A (MIN.), 5/18" OR 3/8" SPACE, 5/18" LAMI - (1/8" HS,.090, 1/8" HS) J. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" A) K. 13/16" LAMI IG -1l8" OR 3118" A (MIN.), 3/16' OR 1/4" SPACE, 7/16- LAMI -(3116'A,.090, 3116" HS) 1+C2+1+C2+1. 3 1+C2+1+02+11 3 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+11 3 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+11 2 1+C2+1+C2+1'• 1+C2+1+C2+1 1+C2+1 iC2+1I 3 1+02+1+C2+1I 3 3 1+03+1+C3+1 3 2 1+C2+1+C2+1 2 48.0D0 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+1. 3 L. 13116" LAMI IG - 1/8" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" HS,.090, 3/16" HS) 50,628 1+C2+1+C2+1. 3 1+C2+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 j 3 1+C2+1+C2+13 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2+1+C2+1 3 1+C2+1+C2+1. 3 1+C2+1+C2+1 3 1+C2+1+02+1 j 3 1+C2+1+02+1; 3 1+C2+1+C2+1 3 54.000 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.0D0 63.000 60.DDOx 36.375 1+C2+1+C2+1i3 1+C2+1+C2+1 13 1+C2+1+C2+1 i 2 1+C2+1+02+11 3 1+C2+1+02+1 3 1+C2+1+02+11 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1j3 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+02+1+02+113 1+C2+1+C2+1 1+C2+1+C2+1; 1+C3+1+C3+13 3 1+C3+1+C3+1 3 2 1+C2+1+C2+1� 2 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. O.C. 48.000 5D.625 1+C2+1+C2+1'3 7+02+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+02+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: X 0 X 54.000 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 1+C2+1+C2+13 1+02+1+C2+1 ` 3 1+C2+1+C2+1I 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1. 3 1+C2+1+C2+1I3 1+C2+1+02+1;3 1+02+1+C2+1:3 1+C3+1+C3+1 3 63.000 1+02+1+C2+1 3 7+C2+1+C2+11 3 1+C2+1+C2+1f 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HFAD AND SILL ANCHOR QUANTITIES A CLUSTER ANCHORS CENTERED ON EACH MEEE TINNG RAIL PLUS (1) 66.000x38.375 1+C2+1+C2+1 2 1+C2+1+C2+112 1+C2+1+C2+1 2 I 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1i 3 1+C2+1+02+1 t 3 1+C2+1+C2+1 3 1+C2+1+C2+1l, 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 48.000 ANCHOR AT EACH OPERABLE VENT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 ANCHOR QUANTITIES, XO 81 OX WINDOWS TABLE 6 NOTES; 1. ANCHOR TYPES: 1 - 1l4" ELCO TAPCONS 2 - 1l4" ELCO SS4 CRETE-FLEX 3412 STEEL SCREWS (G5) 2.GLASSTYPES: A. 5/16' LAM] - (1/8" A,.090, 1/8' A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16- LAMI - (1/8' A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (1/8" HS,.090,1/8- HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/'16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116" LAMI - (3/16" A,.090, 3/10' HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16"LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/18' LAMI IG - 1/8" OR 3/18" A (MIN.), 5/18" OR 3/8"SPACE, 5/18" LAMI - (1/8" A,.090, 1!8" HS) I. 13116" LAMI IG -1/8- OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/18" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3116" A,.090, 3/16' A) K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1l4' SPACE, 7/16" LAMI - (3/16- A,.090, 3/16" HS) L. 13/16" LAMI IG- 118- OR 3116" A (MIN.), 3/16- OR 1/4' SPACE, 7/16" LAMI -(3/16- HS,.090, 3/16" HS) 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: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X y+C3+2 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 83/4"MAX. -►{ I'+-3" MIN. 9"REF. x 0 PRODUCTREVISED m complying with the Fbride MTG. RAIL Building Codc Aeccplance No 15-051 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Er iroli..Dele 20 1 SHOWN IN TABLE KEY ABOVE 41-a Product ntrol 18 3/4" MAX. 1 1/2" TYP. 1-+-3- MIN.48.000 `�t;lLYI�N9" REF.50.625 T X 0 �'.. �� erosE' •�Fp ' I is :' No. 58705 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ere4..� %��••' fA E F /1/,� ANCHORAGE SPACING OXANDXO WINDOWS =T,'•. F, •' 1 0121OP'•'' \ •� TM i���,1�• •••'•.. '��C�'•- � ALUM.HORIZONTALROLLERWINDOW,IMPACT �A.LYWAkU F;,. Better A. LYNI♦ 111iLL�R P.E. UR710 NTS 10 k 11 4127-10 F P.E.g 511705 ANCHOR TYPE)2,3, 8 SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L WOOD 2, CONC 1, CONC 2.3, WOOD 2, CONIC 1, CONC ZONES ZONES ZONESvN1 ZONES ZONES ZONES WINDOW SIZE y 0 U) = . f m 0 N = eG ' y = .6 ; m r: ' 2 y = 06 1 ' m µ2 tq - _ a6 -, 2 [O = o6 1 ' 37.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 12 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+102+1 3 1+102+1 3 11+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 I 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 • 3 1+C2+1 1 3 1+C2+1 3 1 +C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 I 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 48.000 X 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1. 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 13 I 1+C2+1 3 1+C3+1 3 1+C3+1 3 i+C2+1 3 1+C3+11 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 1 3 1+C3+1 3 1+C2+1 j 3 1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 12 1+C2+11 2 1+C2+1, 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 , 3 1+C2+1 3 1+C2+1 1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+11 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 13 1+C3+1 4 1+C2+11 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1' 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000x 38.375 48.0D0 50.625 54.ODD 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+11 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+11 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 1 4 1+C2+11 3 2+C3+2 3 1+C3+1 4XI+C2+l 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 42+C4+2� 4 1+C3+1 4 1+C3+11 3 2+C4+2 4 66.000 % 30.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 32+C2+2, 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 42+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 2+C3+21 4 2+C3+2 4 1 3 2+C3+2 a 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+21 4 11 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+21 4 2+C3+2 4 1 l 3 42+0e+ki 2+C4+2 4 74.000 x 38.375 54.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+Ce+21.3g +62+4 3. 2 l+C2+2 3 2+C3+2 4 2+C2+2 3 24IC3+21 4 2+Ci4 41 i 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C *2 + 3 4a 1 3 1+C3+2 4 2+C3+2 4 2+C3+2 3 2+ +2 2+C + 4 2+ 3+ 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+134+21 4 2+C3+2 5 2+C3+21 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 +C4+ 4 2+ +2 5 2+C3+ ; +C4+2 5 nnM4• L.M. w.tnne V14115 F NOCHANOE THIS SHEET • • • • • • • • 107%-cml;LOGYINyVE N. VENICV,(L P.O.AX1529 NOKOMIS, FL • • 3427i• • 34274 J.J. 10/17/1f E NO CHANGE THIS SHEET • • • • • • J.R.• 8�ZW11 D AODEOIGCAPT08ETEMPMEO .3&TNOTE.••• • Wribly a-w. F.K V� ?llAA1S J.J. 041r 9/13NS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 3/4" MIN. E.D. TYP. NOTES: MIN. 3.4 KSI I 2x WOOD BUCK, 1 1"MIN. EDGE NOTE 3 1 3/8" 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM CONCRETE MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1 lx WOOD ° 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (135) OR 1/4" SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 1/ 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS Q THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX.MAX. CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 /4" ��{{ � 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 1 I 1 318" 1/4" 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 KSI CMU) ° OR n PER NOTE 1 J ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, —i ANCHOR, NOTE 2 T NOTE 1 1 3/4" EXTERIOR INTERIOR "MIN. EDGE °• MIN. E.D (HEA & SILL DETAILS A, B, C, D, & H) TYP. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 4 SEE NAILING INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 15 CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 1 /4" AX MAX. MAX. SHIM M M1 SEE — " —_ T- NAILING ,NOTE 1 1 3/8"MIN. • • L 1 3/4" MIN. • • *• .rf • • • MIN. 3.4 KSI E.D. TYP. "• . . w ' L•M� EG� • • • • CONCRETE 2x WOOD • • • DETAIL C BUCK, 06 iTAIt1L • ) 2-1/2" MIN. EMBED NOTE 3 VTOMCLUDECAU • • • 107STECHItbL00Y DONE • •• • • N. VENI•E41`1. 342A0 P.O. BOX 1528 NOKOMIS, FL 34274 •• • • • • ••• • • 2-1/2" MIN. EMBEDMENT 5/6! MIN. EDGE 5/8" MIN. DETAIL H (HEAD) NAILING .131 DIA. MIN, x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. 18" MIN. EDGE 2-112" MIN. SEE NAILING _TAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS ■� ANCHORAGE DETAILS Visibly Bette - 11rsT10 4127-10 PRODUCT REVISED n3 complying with tho FI Nde Building Code AmpMnce No I 15-05 19 ,0 I pimlial Idle 2 By Mil Dade Product 1IUI111 LYNN t��.•'LIGENSC''•�`P i ND.5IIT05 STATEE/\ A LYMi MILER P.E. P.E.e 58705 A.CAZO P.A. ` 3461 S.W. 8 ST. MIAMI, FLA. 33135 TLF.1 305-4483290 AR. #7338 ._ , ��,J1 u � rirs S poo�� ��Sss✓,�.�f. �E2 X ce-e �- 1 d dG z o t y %v lNr> ✓:; t 17 *LVs 4d rB41•4Y If I✓l,jo / ^4,O#4rOAAl:W o /t r s /,o • V 45�d pos 140 G / -Vr Agg- Nx P/L 6r5 vitd O • / 8 a A40W / vor /�ec��At � Z ✓ !� fir. � Voo • . *000 • ...... ...... .0:0 •.•••• 00 , d A. CAZO P.A. 3461 S.W. 8 ST. MIAMI, FLA. 33135 TLF. 305-4483290 AR. #7338 S � �'► �rct '2 1$ _ -�It a _. _ ° �10 -4 y 6 (06 j +-9 t.t3 j C-74 -67- Q Sv 4 +•� -�. o fi5a •LZ c •••• •••••• ...... ...... .. . .... ...... 0