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WS-09-1366Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 122212 Permit Number: WS -8 -09 -1366 Scheduled Inspection Date: September 10, 2009 Inspector: Bruhn, Norman Owner: PATERNO, LOUIS Job Address: 65 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: EAST COAST WINDOWS & DOORS. INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060130870 Phone: (954)581 -2113 Building Department Comments Cnn+ n,I nr RETROFIT 11 WINDOWS AND 1 DOOR WITH IMPACT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments no 9flfl0 For Inspections please call: (305)762 -4949 DonnG,F17 i),(5‘610 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001. Permit Type (circle): � MGEBC�ii�j1 AUG 1 71009 a Permit No. Th! Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) £ ®cols Pa 1-ern Phone # 9sY — 61'S Owner's Address &.5- Jab- 94 S. City 10/4144; 5,4 d reS State Zip 33/34? Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES 6S4r 9654 County Miami -Dade NO Zip 33/3? Contractor's Company Name `.- , i • o f t Phone # �'.�Y sa/ vi3 Contract's Address / 7// S' )It/'e City e -,-? o f3 -q da, State Zip 33 06 d Qualifier Ej ie, r d 410 r r Ls- State Certificate or Registration No. (, . cc /s-o'9 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ' % 3aSr. OD Square Footage Of Work: Type of Work: ❑Addition /` .Iteration ['New Describe Work: iP ti /� -/- C1') C ] /ytd0 &if CJ &6e ❑ Repair/Replace ❑ Demolition AUG 1 7 PAW ,li� o Submittal Fee $ Permit Fee $ ©% �- CCF $ 9'00 CO /CC. Notary $ ,�— Training/Education Fee $ 3- Technology Fee $ 3-SO Scanning $ C' 00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ * * * * * * ** * * * * * **** * *** * * * ** *Fees **** ** *** * * * * * * * * * * * * * ** Total Fee Now Due $ 1 CIO* SO (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S All14IDAVIT: 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 certed 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 Owner or Agent The foregoing instrument was acknowledged before me this ),7 day of Flit L , 20 0 , by L.c lot I S ei Te4 av who NOT yY PUBLIC. Sign: - Print: I Jr ,'r My Commission Expires: The foregoing instrument was acknowledged before me thi; day of .3 c..J ,2005 , by who has produced who s personally known to me , who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL Sign: Print: 6-1a- My Commission Expires: Joseph Petruzzeai My Commission D E +.fires 11/27/2010 APPLICATION APPROVED BY: chc 45/13/03 ry 'ubic :teo Joseph Petruzzel i Elgtires11 /27/2010 ELEANOR MCAFEE r'nmmiacinn # DD560097 My Commission Expires 07- 05.2010 \ 11`;� Thro Atlantic Bonde Bondd ing cough ., Inc. Plans Examiner Engineer Zoning PERMIT # 111111111111111111111111111111111111111111111 CFN 200980566365 OR P.•k 26966 F's 4428; (fps TAX FOLIO # P — 3 DLO 6 - �/3 — b ...".)RECORDED 08/05/2009 11 :59 :48 HARVEY RUV'II'j P CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice property, and in accordance with Chapter provided in this Notice of Commencement. I. Legal description of property: Property Address: 2. General description of improvement 3. Owner Information Name: a. Mailing Address: b. Interest in property: c. Name & Address of fee simple titleholder (if other than owner): 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax 5. a. Surety Bond Name: b. Address: c. Telephone & Fax d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax that improvements will be made to certain real 713, Florida Statutes, a following information is al 4-Wi tee LOT a a BLK i is space reserved for recorder. 5. SUB /I C-H+t '/[ores S' f Imp pe o -s: D4 X Lepgthy Legal atta herd I S e s' P. ' eta s d' l'/ J door Lr' "M ir+i/Oacf 135 —ls6a. OC(i. ' 'a rrlo /„S' N& 9-6 S ,r/Gili7; .Shores -P 33/3g 1'odr 7 / / East Coast Windows & Doors, Inc. 1711 SW 7 Avenue - -omcaRa; tta,st4- 954 -581 -2113 / 954581 - 211}; P� �- eri,.ra f fired 1. R9JR, co LINTY .SS my hand a • VIN, F: end County Cowls C. 7. Persons within the State of Florida (name & addresses) designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: Telephone & Fax 8. In addition to himself or herself, owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Telephone & Fax 9. Expiration Date* of this Notice: *Expires one year from the date recorded, unless otherwise noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST-BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YO NOTICE OF COMMENCEMENT. A a .. SI :'•ture of Owner or Owner's Authorized Officer /Director/Partner /Manager Title/Office The foregoing instrument was acknowledged before me this 1-7 day of evvive.4 for LOk IS Pfre2ty, . . . oseph Petruzzeili e My Commission DD600477 O, .0 ices 11f27l2010 Print, Type, or Stamp Commissioned Name of Notary Public Personally Known OR Produced Identification Type of ID Produced: VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES, Under penalties of perjury, I declar that I have read the foregoing and that the facts stated in it are true By X 1,1 A Signature of Owner or Owner's Authorized Officer /Director/Partner /Manager who signed above. Turn Over for Instructions 0 to the best of my knowled a and belief. Id are-CO e1l; 3-e_ /'7 /f &Gad- 7 (14?- Pb)41,13 33ad 0 X X X X I Matrg, *SW. 74 x 63 HR (NOA 7.0815.09) 141 5/8 x 79 5/8 SOD rffmri (N&7-O807.02 74 x. 63 HR (NOA #07-081 5.04 0 &t4fitMEMPLI 74 x 50 Si HR (NOA 15,09) ox 74 x 50 518 HR (NOA*07-0816.09 37 x 383/8 HR (NOA #07-0815.0$ x (NOA *07-0815.04 74 x 38 316 HR OEi0 (NOA #07-0818,04 040A.#07-081001 37 x.38 3/8 • 74 x433 HR ZONING DEPT ' Lira BLDG DEPT <SUBJECT TO COMPLIANCE STATE AND COUNTY RULE APPROVED Miami 'hor ?E 0,, WITH ALL FEDERAL S AN REGULATIONS N(I) < t-)-- .) 0 4110 brie 1 DATE 1 l. 0 X 0 x 383/8 HR (NOA *07-0815.09) NOA #070)15.09) 74 x 50 WS HR (NOA #07-081.5.09) 74 x 50 5/8 HR X 0 0 X ii Reviewed By Emma T Mellinger, P.E. FL PE #50049 AUG 07 2009 JOB ADDRESS Paterno Residence 65 NE 96th Street, Miami Shores, FL 33138 NOA P. SQUIRE PRESSURES .; WINDOW / DOOR Opening Information WINDOWS / DOORS MULLION BARS SHUTTER Req'd (+ )PSF P }PSF Y PROOIJ " APPROVAI NOA PRESSUF +} PSF ( -) PSF 74 X 38 3/8 75.0 1 75.0 42.9 I 56.0 07- 0815.09 5/16 Ann /Ann N 37 X 38 3/8 75.0 ! 75.0 44.9 I 48.6 07- 0815.09 5/16 Ann /Ann N 74 X 63 75.0 i 75.0 41.5 45.3 07- 0815.09 5/16 Ann /Ann N 74 X 50 5/8 75.0 75.0 42.1 i 54.4 07- 0815.09 5/16 Ann /Ann N 74 X 50 5/8 75.0 I 75.0 42.1 54.4 07- 0815.09 5/16 Ann /Ann N 37 X 38 3/8 75.0 75.0 37 X 38 3/8 75.0 ? 75.0 44.9 48.6 44.9 1 48.6 07- 0815.09 5/16 Ann /Ann N 07- 0815.09 5/16 Ann /Ann N 74 X 50 5/8 75.0 ( 75.0 42.1 54.4 07- 0815.09 5/16 Ann /Ann N 74 X 50 5/8 75.0 75.0 42.1 54.4 07- 0815.09 5/16 Ann /Ann N 74 X 63 63.8 i 63.8 41.5 53.1 07- 0815.09 5/16 Ann /Ann N 141 5/8 X 79 5/8 73.3 ; 115.0 39.0 48.0 07- 0607 -.02 7/16 HS /HS N 74 X 63 63.8 63.8 41.5 53.1 07- 0815.09 5/16 Ann /Ann N THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. "' A MINIMUM OF TWO INSPECTIONS MAYBE REQUIRED (1st) FRAMING - DURING THE INSTALLATION OF CONCEALED FASTENERS (2nd) FINAL - AFTER ALL WORK IS COMPLETE. CATEGORY Engineering Services. Inc, 67yr, - es 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 784-6991 Tel / (954) 781 -5708 Fax CA #25854 2007 Florida Building Code ASCE 7 -05 Design Pressures for Components and Cladding Wind Velocity (mph) 150 Importance Factor 1.00 Exposure Category C GCpI + 0.18 Kd 0.85 Mean Roof Height (ft) 15 Building Width (ft) 43 Building Length (ft) 53 Roof Slope (x:12) Width of Edge Strip (ft) 0 4.3 Wall Openings Contractor East Coast Windows & Doors Prepared By AS Client Name Patent° Location 65 NE 96 St Miami Shores, FL Our Ref EC P1090807 Opening ID Opening Description Location Zone Opening Bev. (ft) Opening Dimensions Width (In) Height (in) Max. Positive Pressure (psi) Max. Negative Pressure (psf) 1 Horizontal Roller 5 9 74 38 3/8 42.9 -56.0 2 Horizontal Roller 4 9 37 38 3/8 44.9 -48.6 3 Horizontal Roller 4 9 74 63 41.5 -45.3 4 Horizontal Roller 5 9 74 50 5/8 42.1 -54.4 5 Horizontal Roller 5 9 74 50 5/8 42.1 -54.4 6 Horizontal Roller 4 9 37 38 3/8 44.9 -48.6 7 Horizontal Roller 4 9 37 38 3/8 44.9 -48.6 8 Horizontal Roller 5 9 74 50 5/8 42.1 -54.4 9 Horizontal Roller 5 9 74 50 5/8 42.1 -54.4 10 Horizontal Roller 5 9 74 63 41.5 -53.1 11 Sliding Glass Door 5 9 141 5/8 79 5/8 39.0 -48.0 12 Horizontal Roller 5 9 74 63 41.5 -53.1 Analysis by: Emma T. Mellinger, P.E. F 60049 811412 + 09 MIAMI- COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: Impact - HR MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127.10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, 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 Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per - . Product Control �.: NOA No 07 -0 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Salim HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 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 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 7/16° LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI 13: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI 10: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16° 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 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1. 13/16° LAMI 10: (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 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16° LAMI 13: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13116° LAMI 10: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L. 13/18° LAMI 10: (1) LITE OF 1/8' OR 3/18' ANNEALED (MIN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: O% XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSIT VE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 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: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLIFREN}' ,EQI,TSDIANR)a4I4tING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). i4L 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 an aanplying with tint Florida Ylund:ng Coda Au.:rrente No O.. 5.04 Envie/ion Dec Y o / / By on Product Con Rent er F.K. Oat 4/15107 as ato= C ADD FT L -5330 TO NOTES 78 CHG. NOTE8 TO CURRENT EDIT. ra.mey. F.K 10/17/08 Motto CHANGE TO ASTM E 1300-02 Raved Br FJC yaw 5/13/06 1 A ADD AIR SPACE DIM. NOTE I, TECH. REF. NOTE 78 NOTE 8. tam no F.K X8/06 ana°aeel J.J. 3/23/08 1070 TECNNOLOOY ORNE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 PST GENERAL IiYC)h"ES nma ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better sraaa.e HR710 NTS 11 4127 -10 RoS rt L Clerk, F.E. PE 038712 Structural 112' NOM. GLASS BITE 60,61,62 112" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS g3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS C] EXTERIOR INTERIOR (ALL SECTIONS) 1/2" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/18" OR 3/8° AIR SPACE 1/8" OR 3/16° ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI —ry -�— 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8' or 3/16" ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16° LAMI PRODUCT RHYMED EIS complying with the Florida Building Cede Acceptance No Cl Bxpbmion Data By d 'I Rere4ar F.K I 4/15/07 RmCms NO CHANGE THIS SHEET Rem 183s F.K. 10/17/08 Rewtmm NO CHANGE THIS SHEET Farad Bp F.K oec 5/13/08 Re A ADD AIR SPACE DIM. TO LAMI 10 DETAILS D_ar. ooh t ' hedzat ap C FA 208!06 J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. OP.O. NIX 1628 NOKOMIS. FL 34274 PST Visibly Better GLAZING DETAILS Ta» ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sedemialet HR710 Full 2 m 11 Deseft 4127 - -10 Pat C //ff R° L Clark. P.E. PE 030712 Structural 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" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" 106 3/8" A,B,G,H A,B,G,H +60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +58.8 +55.2 -58.8 +56.2 -56.2 -55.2 +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 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +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 WIDTH GLASS TYPE WINDOW HEIGHT 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 66" 72" A,B,G,H 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 -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 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -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 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), Flt -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -118" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1 /8 "A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1 /8 "A, .090,1/8"HS) 1 13/16" LAMI I0-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) t,4 „- r:J -vIsED n:1*. •i::; with Iha Florida Bd.dia7 Code Acceptance No 07-08/5.09 .,, Dom 101i Read Or F.K. Dew 4/15/07 Rw C ADD INTEGRAL FIN OPTION& UPDATEASTME 1300.02OPs Rw.aer FE. Dater 10/17/08 RaB REVISE DP TABLES TO ASTM E 1300-02 Aw.ear F.K 5/13/00 Rwemmic A ADD AIR SPACE DIMENSION GLASS TYPES G THRUL arm ar F.K adz &v6 ameder J.J. 3/23/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Pi GT O.erom" DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better 8"1w74umt HR710 NTS awe 3 " 11 4127-10 Robert L Clark, P.E. PE 039712 Structural 27 3/8° j- MAX. DLO 54 5/18' MAX. DLO FIXED VENT B DL 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) • • 27 3/8° MAX. DLO VENT 27 3/8" MAX. DLO FIXED B B r.. 01 MI IVULS. DLO FIXED DLO VENT C� A 58° I.F. FRAME ALL CONFIG. t 63'M FLAN FRAI ALI CONF A I / O / X C - I 73" MAX. WI I.F. FRAME 74" MAX WIDTH FLANGE FRAME DETAIL A - OX OR X0 GE NE G. 0 X MEN 41119 85 7/16' MAX. WIDTH I.F. FRAME -1 —86 7/18" 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 AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) B r REVISED with the Florida :.once No07`O: S,O on Dam 4£37 Pot/ / /// Render FC Dot 4/15/07 Bowies ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. S. Render F.JC Rowley. FJC Daft 10/17/06 5/13/06 8 Rork = A NO CHANGE THIS SHEET NO CHANGE THIS SHEET Dm.nar FR. 2/26/16 Cbs rrer JJ. X3/06 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1528 NOKOMIS, ft 34274 PST visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aefamems HR710 Scslec NTS 4 d 11 4 o.re� 4127 -10 Rot C L. Clerk, P.E. PE 639712 ShuMural INTERIOR EXTERIOR MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME)) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEQFRAME) MAX. HEIGHT FLANGE FRAME INTERIOR ' r r II � _o m L MAX. FIXED DLO - MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR SECTION C-C (VERTICAL SECTION, FLANGE FRAME) A SILL INTERIOR (VERTICAL SECTION, I.F. FRAME)Q HEAD (VERTICAL SECTION, I.F. FRAME)© seems, FJC 4/15/07 ADD INTEGRAL RN FRAME ITEMS 41,42 AND 43 AND VIEWS. Itomt F.K DOw 10/17/06 NO CHANGE THIS SHEET ammo, F.K tea, F.1C 5/13/06 2/2i2a/06 ammmc A momma, J.J. NO CHANGE THIS SHEET rzs/0a 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 R0.1395 1820 NOKOMIS, FL 34274 P visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sarbalftrt HR710 Half Slast 5 0 11 4127-10 C PRODUCT REVISED as coc1711i n with the Florida Cock Arc.Sisea:No • Date 1D7 Robert L. Clads P.E. PE OI1S712 Struchnol DWG# 4102 DESCRIPTION FLANGE FRAME HEAD MAIL PGT# 6063 -T6 AL 612237 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8X3 /4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEE' HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FIANCE FRAMEJAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXE3MEETINGRAIL 6063RD -T6 AL 64054A 19 4066 WSTP.,.187 X.230, FIN SEAL 64066G 21 4105 REV{ DESCRIPTION 1 MAIL I PGT# SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 13/16" LAMI IO- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS) WSTP.,250 X .270 BACK, FIN SEAL 61683G 23 225-1 13/16" LAMI IG3 /16"A, 5/16" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8 "A) ROLIBR HOUSING &GUIDE " 42112HD 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 226 4128 4006 1235 1096 1016 4126 1683 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 4067 GLASS D BRASS ROLLER WHEELS BRASS 7BRWHL2 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N SASH MEETING RAIL 6063HS -T6 AL 64006 WSTP.,.170 X .270 BACK, FIN SEAL 67S160 SWEEP LATCH DIECAST 71096 8 X .625 PH. FL, SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP 0 X .270 BACK, FIN SEAL 616830 BULB WEATHERSTRIP .187 X 275 67070K LIFT RAIL COVER CAP 74078 "C" L ORR I.F. FRAME HEAD 6063 -T6 AL I.F. FRAME SILL 6063 -T6 AL I.F.FRAMEJAMB 6063 -T6 AL 64139 Q 64140 Q 64141 e GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) 6TP247W,K VINYLGLAZINGBEAD BULB 611'248K B GLAZING BEAD -5/16" 6063 -T5 AL 64039B B GLAZING BEAD -5/16" W /GRILL KIT 6063 -T5 AL 64470 A GLAZINGBEAD 7/16" 6063 -T5 AL 64222 GLAZINGBFAD 7/16" W/GRIIL KIT 6063 -T5 AL 6985 GAZINGBFAD- 13/16" 6063 -T5 AL 64067 5/16" IAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" IAMI 1/8" HS, .090 PVB, 1/8 HS) 7/16" IAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAM! (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI 3/16" HS, .090 PVB, 3/16" Rom "B,: mne ReWims F.K 4/1507 C ADD ITEMS 41, 42 & 43 ?wad Br R",YbnY F.K 10/1706 B NO CHANGE THIS SHEET Rem 1Br DNC R F.K 5/1306 A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. •...F.K X2/26/06 J.J. 323/06 ITEM DWG# REV{ DESCRIPTION 1 MAIL I PGT# 66 GLASS, 13/16" LAMI IG•1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) 67 " 13/16" LAMI IO- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS) 68 13/16" LAM! IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1 /8 "HS) 69 " 13/16" LAMI IG3 /16"A, 5/16" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8 "A) 70 " 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" IAMI (1/8 "A, .090 PVB, 1/8"HS 71 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8 "HS) 72 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"A) 73 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI I0.1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16"HS) 75 13/16" LAMI IG3 /16"A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "A) 76 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAM! (/16"A, .090 PVB, 3/16"HS) 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3 /16"HS, .090 PVB, 3/16 "HS) 90 1014 SCREEN FRAME (14011. & VE . 3105 -H14 AL 91 1630 SCREEN CORNER KEY WRINGS 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 OA I.F. FRAME HEAD r 2.784 .062 -0- -1.988 O43 I.F. FRAME JAMB a #4141, 6063 -T6 J 3.152 2710 Q6, F. FRAME SILL #4140, 6083-T6 PRODUCT REVISED as complying with U.e Florida Building Cm!' Acceptance No 0 —O Expiration Date ft 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1628 NOKOMIS, FL 34274 PcT Visibly Better amym PARTS LIST 'cc ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 86710 NTS 6 a 11 4127 - -10 C 1i73 u 2.710 O FLANGE FRAME HEAD #4102A, 6063-T6 .490 P II k- 1.451 -.4 O SASH STOP #4025, 6063 -T5 If 1 Imo- 1.348 ►y 0 SASH TOP & BOTTOM RAIL #4133, 6063-T5 1.183 .050 -Z7. 1.0964.--H 1- O GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) O FLANGE FRAME SILL #4136, 6053 -T6 .061 .46 0 HORIZ. ROLLER TRACK #4131, 8063-T6 32 SASH MTG. RAIL #4006D,6063HS -T6 678 1.096 1-•---{ T 55 GLAZING BEAD 7/16" #4222A, 606345 3. 90 O FRAME SILL ADAPTER #4137, 6063-T6 .062 L.4o3 17 FIXED MEETING RAIL #4054B,6063HD -T6 11. ( -1291+ SASH SIDE RAIL #4128, 6083-T5 .050 1.115 +I O GLAZING BEAD, 7/16" #9850,8083 -T5 (USED W/ GRILL KIT) 1-+-- 1.513- x.040 .738 O SASH STOP COVER #4053, 6083-T5 f 1.363 13 FLANGE FRAME JAMB #4002A, 606346 C— .676 1.096 -f+ —. 11 53 GLAZING BEAD, 5/16" #4039B, 6063-T5 .883 050 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 PRODUCT REVISED as complying, with the Florida Building Codo Accep*ancoNo0 —0= Expiration Dam ©/ Render, FK Dt 4/15/07 orb NO CHANGE THIS SHEET FJC Aft 10/17/08 Waterer Read* FIG OM 5/13106 A NO CHANGE THIS SHEET NO CHANGE THIS SHEET ma,ar. F.K Mac 228/06 J.J. 323/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS. FL34274 P_GT DaMeme EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series/Mat HR710 Seart Half o7 d 11 4127 - -10 Roe Robert L Ctark, P.E PE 239712 Structural ANCHOR QUANTITIES, XOX (1 /41/2 -114) WINDOWS TABLE 4 NOTES: 1: ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD Z CONC 1, CON( 2,3, WOOD 2, CONC 1, CON( ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v HEAD & SILL rn g HEAD & SILL ' r0 1' HEAD & SILL ' W co 2 HEAD & SILL R G HEAD & SILL N fD HEAD & SILL 5, m 2. GLASS TYPES: g A. 5/16° LAMI - (1!8° A,090, 1/8° A) ' B. 5116' LAM! - (1/8"A,.090, 1/Ir HS) 53.125x 38.375 48000 50.625 54.000 60.(100 63.30 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C 2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 C. 7/16° LAMI - (311 ' A,.090 3/ 6 A) D. 7/16° LAMI - (3/16° 0,.090, 3116' A) 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+03 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16' LAM! - (3/16"A,.090,3/16' HS) 1 +C2+1 +C2+1 3 1 +C 2 +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 +C 2 +1 3 G. 7/16' 16' LA ! lG -° 8 OR 3/3118' HS) G. 13/16" LAMI IG -118° OR 3116' A, 5/18` OR 3/8" SPACE, 5/16' LAMI - (1/8' 0,.090,1/8° A) 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 3 1+C2+1+C2+1 3 H. 13/16' LAMI 10 - 1/8° OR 3/16" A, 5/16° OR 3/8° SPACE, 5/18" LAMI - (1/8" A,.090, 1/8" HS) 1+C2+1+C2+1 3 1 +02+1 +C2+1 3 1 +( +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +C2+1+02 +1 3 I. 13/16' LAMI IG -1/8° OR 3/16° A, 5/16' OR 3/8° SPACE, 5/16' LAMI - (1/8" HS,.090,1/8" HS) J. 13/16° LAM! IG - 1/8" OR 3/16" A, 3/16° OR 1/4° SPACE, 7/16" LAMI - (3/16° A,.090, 3/16° A) 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C3+1+C3+1 3 K. 13/16' LAMI IG -1/8' OR 3/16" A, 3/16° OR 1/4' SPACE, 7/16° LAMI - (3/16" A,.090, 3/16" HS) 60.000 x 38.375 48.000 50,625 54.000 60.000 63.000 1+C2 +1 +C 2 +1 2 1 +C2 +1 +C2+1 2 1 +C 2 +1 +C 2 +1 2 1 +C 2 +1 +C 2 +1 2 1 +C 2+1 +C 2 +1 2 1 +C 2 +2 +C2+1 2 L LAN IG -118' OR 3/1 B° A, 3/16' OR 1/4° SPACE, 7116° LAMI - (3/16° HS,.O�, 3/16' HS) 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+02+1+C2+1 3 1+C2+2+C2+1 3 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+02 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 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 3 1 +C2 +2+C2 +1 3 HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+C2+1+C2+1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2+1+C2+1 3 1 +C 3 +2 +C3+1 3 ZS JAMBS: 9' MAX. MFR. AX. FRO M CM CORNERS. M CORNERS AND 22 1/2° MAX. O.C. 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 3 1 +C3 +2+C3+1 3 TABLE KEY: 74.0:03x 38.375 48.000 50,825 54.000 60.000 63.000 1+C2+2+C2+1 1+C2+2+C2+1 2 1 +C2+1 +C2+1 3 1+C2+1+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 2 1+C2+2+C2+1 2 3 1 +C2+2 +C2 +1 3 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1 +(x+•2+02 +1 2 X O X 3 I1 +(3+4+03 +1) 3 - ANCHOR QUANTITY PER JAMB f HEAD AND SILL ANCHOR QUANTITY. 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 2+1 3 1 +C2+2 +02+1 3 1 +C2 +2 +C2 +1 3 1 +C2+2+C2 +1 3 1+C2+1+C2+1 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +C 3+2+C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1+C2+2+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +2 +C2+1 3 1+C2+2+C2+1 3 1 +C2+2 +C2 +1 3 1 +03+2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1 +(3+2+(3+1 3 1 +C 3+2 +C3+1 3 1+C2+2+C2+1 3 1 +C3+2 +C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD SILL. 84.000x 38.375 48.000 50.825 54.000 60.000 63.000 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2 +2+C2+1 2 1+C2+2+C2+1 2 +1 2 1 +C2 +3 +C2 +1 2 (12) AND 1 +C2+2 +C2 +1 3 1 +C2+2+C2 +1 3 1+02+2+C2+1 2 +1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +C3+3+C3 +1 3 (3' MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2+C2 +1 3 1 +(3+3+(3+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C4+3+04+1 3 I 25 3/4" max. +{ . -3" MIN. i 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C3+2+C3+1 3 1 +03+2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+04 +1 3 PROI'U47 ':EVISED es r. yi mg with the Florida E Colc Acae ^M,ce Na O .:. 0q lit X t 1 1 t I! O 1 X 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C3+2 +C3+1 3 1+C2+2+C2+1 3 1 +C4 +3+C4+1 3 9' REF. 1016.375x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1+C2+2+C2+1 2 1 +C2+3 +C2 +1 2 1 +C2+3+C2+1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2+1 2 1. 1+C2+3+C2+1 3 1 +C`,b' +2 +C2+1 3 1 +C3 +3+C3+1 3 1 +C3+3+C3+1 3 1 +C.7 +3+C2 +1 3 1 +C3+4 +03+1 3 MTG. RAIL TYP.- 1+C2+3+C2+1 C 3 1+C2+2+C2+1 3 1 +C3+3+C3+1 3 1 +C 3+3+C3+1 3 1 +C 3+3+C3+1 3 1 +C3+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C3+3+C 3 +1 3 1+C2 +2 +C2+1 3 1 +C3 +3+C3+1 3 1 +C3+3+C3+1 3 1 +C 3 +3+C3+1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) "a1oiDaiv -` "-.717_.- , By '; /:. ,..,-„ := ' °a 1 +C3+3+C3+1 3 1 +C2 +2+C2 +1 3 1 +C4 +3+C4 +1 3 1 +C4 +3+C4+1 4 1 +C3 +3 +C3+1 3 1 +C4 +4+C4+1 3 1 +C3+3 +C3+1 3 1 +C 2 +2 +C2+1 3 1 +C4+3+C4 +1 3 1 +C4+3+C4 +1 4 1 +C4 +3+C4+1 3 1 +C5+4 +05+1 3 1 25 3/4' MAX• 111.0002 38.375 48.000 50.625 54.E 00.000 83.000 1 +C2+3+C2 +1 2 1 +C2 +2 +C2+1 2 1+02 +3+C2+1 2 1 +C2 +3+C2 +1 3 1 +C2+3+C2 +1 2 1 +C2 +4 +C2 +1 2 - � -e.-1 1/2°TYP. h-3" MIN. 1 +C2 +3+C2 +1 3 1+C2+2+C2 +1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C2 +3+(2+1 3 1 +C3+4+03+1 3 9 " REF. 1611 1 1 1 1 11I1 I - �( C Robert L Clark P.E. PE #39712 Structural 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1+C3+4 +C3+1 3 X 0 X 1 +C3+3+C3+1 3 1 +C2+2+C2+1 3 1 +C3+3+C3 +1 3 1 +C3 +3+C3+1 3 1 +C3 +3+C3+1 3 1 +C4 +4 +C4+1 3 1 +C3+3 +C3+1 3 1 +02 +2+C2 +1 3 1 +C4+3+C4 +1 3 1+C4 +3+04+1 4 1+C3+3+C3+1 3 1 +C4+4+C4 +1 3 MTG. RAIL, TYP.- 1 +C3+3+C3+1 3 1 +C2 +2 +C2 +1 3 1 +04+3 +C4 +1 3 1 +C4 +3+C4 +1 4 1 +C4 +3+C4+1 3 1+05+4 +C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS rFrc� 4/15/07 as UPDATE TABLE 4, SELECT VALUES DUE TDANCHCJRCAP ADJI 1� ANCHORAGE SPACING, XOX (1/4-1/2-1/4) 1 / *� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a�esr 7..10 Hart 10/17/08 S REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOXCM13, F 534270 P.O.80X 1029 NOKOF1l3,FL34274 Br a. G THRUL. 7..10 5/13106 F2a� F2 7/28/08 A crame4a1: J.J. ADD SPACE DIMENSIONS GLASS TYPES �. 3/13/08 I Visibly Better ' avmma' HR710 I e� NTS 8 0 11 -Q 4127 -10 R11 I C ANCHOR QUANTITIES, XOX (113 - 113 -113) WINDOWS TABLES NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 23, WOOD 2, CONC 1, CON( • 2,3. WOOD 2, ;ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V Ft HEAD & SILL 2 2 HEAD & SILL a -, HEAD & SILL in m HEAD & SILL > HEAD & SILL > m HEAD & SILL a > to 00 2. GLASS TYPES: A. 5J16° LAMI - (1J8' A,.090, 1/8° A) > B. 5/16" LAMI - (1/8° A,.090,1/8° HS) 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +102 +1 +102 +1 2 1 +C2 +1 +C2 +1 2 1 +102 +1 +02 +1 2 1 +02 +1+102 +1 2 C. 5/16' LAMI - (1/8° HS,.090, 118' HS) 1 +102 +1 +102+1 3 1 +102 +1 +102 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1+C2 +1 3 1 +102 +1 +02 +1 3 1 +C2 +1+C2 +1 3 D. 7/16' LAMI- (3/16'A,.09,3N6'A) E. 7/16 LAMI - (3/16° A,.0900, 3/18' HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +102 +1 +102+1 3 1 +102 +1 +102 +1 3 1 +CE +1 +102 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16' LAMI - (3/16° HS,.090,3/16 °HS) 1 +02 +1+102 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +102 +1 +102 +1 3 1 +02 +1 +102+1 3 G. 13/16' LAMI IG - 1/8' OR 3/16° A, 5/16° OR 318° SPACE, 5/16' LAMI - (1/8° A,.090, 1/8° A) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +102 +1 +102 +1 3 1+C2+1+C2 +1 3 1 +C2+1 +C2+1 3 1+102 +1 +102 +1 3 H. 13/16° LAMI 10 - 1/8' OR 3/16' A, 5/16° OR 3/8° SPACE, 5/16' LAMI - (1/8° A,.090, 1/8" HS) I. 13/18° LAMI 10 OR 3/16° A, 5/16' OR 3/8" SPACE, 5/16' LAMI HS,.090,1/8° 1+102 +1 +102 +1 3 1 +102 +1 +102+1 3 1 +102 +1 +102 +1 3 1+102+ 1 +102 +1 3 1 +102 +1 +102 +1 3 1 +103+1 +103+1 -1/8° - (1/8" HS) 3 J. 13/16" LAMI 10 -1/8' OR 3/16° A, 3116' OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090, 3/16' A) 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+102 +1 +02 +1 2 1 +02+1 +02+1 2 1 +102 +1 +102 +1 2 1 +C2 +1 +102 +1 2 1 +102 +1 +02 +1 2 1 +102 +1 +102 +1 2 K. 13116° LAMI IG -1/8" OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3116° A,.090, 3/16" HS) 1 +102 +1 +102 +1 3 1 +102 +1 +102 +1 3 1 +02 +1 +102 +1 3 1 +02 +1 +02 +1 3 1 +102 +1 +102 +1 3 1+02 +1 +02 +1 3 L. 13/16' LAMI 10 -1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3116° HS,.090, 3/16° HS) 1+101 +1 +102 +1 3 1 +102 +1+102 +1 3 1+102 +1 +102 +1 3 1+102 +1 +102 +1 3 1 +102 +1 +102 +1 3 1 +102 +1 +02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2 +1 +C2 +1 3 1 +02 +1+02+1 3 1 +102+1 +102 +1 3 1+102 +1 +L2 +1 3 1 +102 +1 +102 +1 3 1 +02 +1 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1+02 +1 +102 +1 3 1 +02 +1 +102 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +102 +1 +102 +1 3 1 +02 +1+102 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +102 +1 +102 +1 3 1 +C3+1 +C3+1 3 HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 MAX. CM CORNERS 60.000 x 38.375 48.000 50.525 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1+02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C 2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 JAMBS : 9° MAX. FROM AX. FROM CORNERS AND 22 1/2' MAX. O.C. 1 +102+1 +102 +1 3 1 +102 +1 +02 +1 3 1 +102+1 +C2 +1 3 1+02 +1+02 +1 3 1 +102 +1 +102 +1 3 1 +102 +1 +102 +1 3 TABLE KEY: 1+C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +02+1 +02 +1 3 1 +02 +1 +102 +1 3 1 +102 +1 +102 +1 3 1 +102 +1 +102 +1 3 X 0 X 1+102 +1 +02 +1 3 1 +02 +1+102 +1 3 1 +102+1 +C 2 +1 3 1 +102 +1 +02 +1 3 1 +02+1 +02 +1 3 1+03+1 +C3+1 3 I1 +C3+1 +C3+1 1 3 H-- ANCHOR QUANTITY PER JAMB 1 +102+1 +102 +1 3 1 +102 +1 +102 +1 3 1 +102 +1 +102 +1 3 1+02+1 +02 +1 3 1 +02 +1 +102 +1 3 1 +03+1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1+C2 +1+C2 +1 3 1 +102 +1 +02 +1 3 1 +102 +1 +02 +1 3 1 +03+1 +103 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 66.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02 +1 +02 +1 2 1 +102 +1 +102 +1 2 1 +02 +1 +02 +1 2 1 +102 +1 +102+1 2 1 +102 +1 +102 +1 2 1+102 +1 +102 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 1 +C2 +1 +102 +1 3 1 +102 +1 +102 +1 3 1 +02 +1 +102 +1 3 1 +02 +1 +02+1 3 1 +102 +I +102 +1 3 1 +102 +1 +102 +1 3 1 +02 +1 +102 +1 3 1+102 +1 +102 +1 3 1 +102+1 +102 +1 3 1 +102 +1 +102 +1 3 1 +102+1 +102+1 3 1 +C3+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +C 2 +1 +102 +1 3 1 +102+1 +02 +1 3 1 +102 +1 +C2 +1 3 1+C2 +1 +C 2 +1 3 1 +03+1 +(3 +1 3 1 +02 +1 +102+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +103+1 +103 +1 3 1 +02 +1 +102 +1 3 1 +(3+1 +103+1 3 1 +02 +1 +02 +1 3 1 +102 +1+102 +1 3 1 +03+1 +03+1 3 1 +C3+1 +C3+1 3 1 +02+1 +102 +1 3 1 +103+1 +103+1 3 74.000 x 38.375 48.000 °^""` 1 +02+1 +02+1 2 1 +02+1+02 +1 2 1 +02 +1+102 +1 2 1+C2+1 +C2 +1 2 1+C2+1+02+1 2 1 +02 +1 +02 +1 2 I I I 25 314° MAX. — �••� �3' MIN. 1 +02 +1+102 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+102 +1 3 1 +02+1+02 +1 3 1+03+1+03+1 3 PRODUCT 83 """c;3dnB udtb the Florida Bui1a'n7c°d° Acccptar>rcNoet 0E45.0? 1 +02 +1+102 +1 3 1 +02 +1 +02 +1 3 1 +102+1 +102 +1 3 1 +102+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +(3+1 +03+1 3 —1 141 x t 1dd 4-- o X 1 +102 +1 +02 +1 3 1 +C2 +1+C2 +1 3 1 +102 +1 +102 +1 3 1+02+1 +102 +1 3 1 +02 +1+(2+1 3 1 +03+1 ++1 103 3 9'REF' -F-,____.,________„_ -F-,____.,________„_ 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +103+1 +103+1 3 1 +103+1 +103+1 3 1 +02 +1 +02 +1 3 1 +(3+1+(3+1 3 _./ TYP.— CLUSTER W/ QTY. OF (3) ANCHORS IN TABLE KEY ABOVE) 1 +0 +1 +02 +1 3 1 +102+1 +102 +1 3 1 +C3+1 +C3+1 3 1 +103+1 +103 +1 3 1 +102+1 +02 +1 3 1 +103+1 +103+1 3 x g � g $p W td § § § N § N 1 +102+1 +102 +1 2 1 +102 +1 +02 +1 2 1 +102 +1 +102 +1 2 1 +102 +1 +102 +1 3 1 +C2f1 +C2 +1 2 1 +102 +1 +102 +1 MTG. RAIL, 2 EXAMPLE 1 +102 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +103+1 +103+1 3 Ex, .∎; •n Data " /mil ' on1 1+102 +1 +102 +1 3 1 +C2 +1 +C2 +1 3 1 +102 +1 +102 +1 3 1 +02 +1+02+1 3 1 +02 +1 +02 +1 3 1 +103 +1 +03+1 3 (SHOWN By L/7 . 1 +102 +1 +102 +1 3 1 +102 +1 +102 +1 3 1 +C3+1 +C3+1 3 1 +103+1 +03+1 3 1 +102 +1 +102+1 3 1 +03+1 +103+1 3 ••,. � 1 +02+1 +02+1 3 1+C2+1+020 3 1 +03+1 +03+1 3 1 +(3+1 +C3 +1 4 1 +C3+1 +C3+1 3 1 +103+1 +03+1 3 I 1 25 3/4' MAX. MAXI 1 +C3+1 +C3+1 3 1 +102 +1+102 +1 3 1+C3+1 +C3+1 3 1 +103+1 +103+1 4 1 +103+1 +103+1 3 1 +04 +1 +04 +1 4 I-.-3° MIN 1 +102+1+02 +1 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +102 +1 +102 +1.3 2 1 +02 +1 +02 +1 1 +102+1 +102+1 2 1+02+1+02+1 3 1 +C2 +1 +C2 +1 3 1 +102+1 +102 +1 3 1 +102 +1 +102 +1 2 1 +102 +1 +02 +1 3 1 +103+1 +103+1 2 1 �- 07 Robert L Clark, P.E. PE #39712 Structural 3 9' REF, t X dt t u11 O t X 1 +102 +1 +102 +1 3 1 +102 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +102 +1+102 +1 3 1 +102 +1+102 +1 3 1 +03 +1 +103+1 3 T+ 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +103+1 +103+1 3 1 +103 +1 +103+1 3 1 +102 +1+C2 +1 3 1 +103 +1 +103+1 3 1 +C2 +1 +C2 +1 3 1 +102 +1 +102 +1 3 1 +C3+1 +C3+1 3 1+03+1 +03+1 4 1 +103 +1 +103+1 3 1 +104 +1 +104 +1 4 MTG. RAIL,TYP. 1 +103+1 +103+•1 3 1+102 +1 +102 +1 3 1 +03+1 +03+1 3 1+103 +1 +03+1 4 1 +C3+1 +C3+1 3 1 +104 +1 +104 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS FJCBD 4/15/07 C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. l� ANCHORAGE SPACING, XOX (1/3- 1/3- 1/3)/. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ne,wS�: F.K Cars 10117/06 Re,M(o= B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.C. BOX 1829 NOKOtA8, FL 34274 po Read BD FJC ODD a.. A ADD SPACE DIMENSIONS GLASS TYPES 0 7HRU L pramar F.14 o es 13116 226/06 J.J. 3/23/06 I _ Vts/b0 Better HR710 NTS '9 a 11 4127 -10 C, ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR 1 -1/4" 2. GLASS A.5/16' B. C. D. E. F. G. H. I. J. K. L 3. WINDOW DIMENSIONS. HEAD TABLE EXAMPLE TYPES: ELCO TAPCONS 2 -1/4' ELCO 554 TYPES: LAMI - (1/8°A,.090,1/8°A) 5/16" LAM! - (1/8" A,.090, 1/8° HS) 5/16° LAMI - (1/8' HS,.090, 1/8° HS) 7/16° LAMI - (3/16' A,.090, 3/16° A) 7116° LAMI - (3116' A,.090, 3/16° HS) 7/16" LAMI - (3/16' HS,.090, 3/16° HS) 13/18° LAM! IG -1/8° OR 3/16" A, 5/16° OR 13/18' LAMI IG -1/8° OR 3/16" A, 5/16° OR 13/16" LAMI IG -1/8" OR 3/16° A, 5/16° OR 13/16° LAMI IG -1/8" OR 3/16° A, 3/16" OR 13/16° LAMI IG -1/8° OR 3/16" A, 3/16' OR 13/16° LAMI 1G -1/8° OR 3/16" A. 3/16' OR ANCHOR QUANTITIES ARE PER ADJACENT FOR WINDOW SIZES NOT SHOWN, & SILL 101/2" MAX. ON EACH SIDE OF 183/4" MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND KEY: O X CRETE -FLEX 3 - #12 3/8° SPACE, 5/16° LAMI 3/8' SPACE, 5/16° LAMI 3/8" SPACE, 5/16' LAMI 1/4" SPACE, 7/16° LAMI 1/4° SPACE, 7/16° LAMI 1/4' SPACE, 7/16" LAMI TABLE AND BASED GO TO NEXT LARGER MEETING RAIL CENTERLINE. 22 1/2' MAX. O.C. PER JAMB QUANTITIES STEEL SCREWS (G5) - (1/8' 0,.090,1/8' A) - (1/8" A.090, 1/8" HS) - (1/8" HS,.090,1/8° H5) - (3/16' A,.090, 3116° A) - (3/16' A,.090, 3/16° HS) - (3/16° HS,.090, 3/18° HS) ON THE FOLLOWING WINDOW IN TABLE. ANCHOR TYPE o & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H ¢o d W y = 'tl m 2 ¢¢0 W Co Z a5 m 4 .,„.0 W u) = a6 Co 4 -7 ID N = °6 Co 3: 5, a9 d W _ °16 m 4 -7 Q0 ui 5 = as m 4 A 37.000 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 +1 2 1 +C2 +1 2 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2+1 3 1+C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 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 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +CZ +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 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 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3+1 3 1 +02 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3+1 3 1 +C2 +1 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 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 2 +p +2 1 3 ANCHOR QUANTITY 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +p +1 3 ` 1 HEAD AND SILL ANCHOR 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +03+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER OF (3) CENTERED ON THE PLUS (2) ANCHORS VENT AND FIXED ANCHORS TOTAL (3' MIN. O.C. ANCHOR IS 3/4° ANCHORS MEETING RAIL AT OPERABLE SECTION. (7) AT HEAD AND SILL SPACING) ANCHORS 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1+03 +1 3 1 +C4 +1 3 1 +03 +1 4 1 +C3+1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +C2 +1 3 1 +02 +1 3 2 +03 +2 3 1 +03+1 3 1 +02 +1 3 2 +03+2 3 1 +03 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3+1 4. 1 +C2 +1 3 2 +C3+2 3 1 +03 +1 4 1 +C2 +1 3 2 +C3+2 3 MAX 1--.--3' MIN. PRODUCT REVISED as carnally K., with to Florida Building Cod: AcccptanceNo 0815.07 1 +C3+1 4 1 +03 +1 3 2 +04 +2 4 1 +03 +1 4 1 +03 +1 3 2 +04 +2 4 9" REF. RAIL o 1 +03 +1 4 1 +C3 +1. 3 2 +04 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +04 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 83.000 2 +C2 +2 3 1 +02 +1 2 2 +02 +2 3 2 +C2 +2 3 1 +02 +1 2 2 +02 +2 3 MTG. CLUSTER W/ QTY. OF (3) 2 +C2 +2 4 1 +02 +1 3 2 +03 +2 3 2 +02 +2 4 1 +C2 +1 3 2 +03+2 3 2+C3 +2 4 1 +02 +1 3 2 +C3 +2 3 2 +C3 +2 4 1+C2 +1 3 2 +C3+2 3 -J! 2 +C3 +2 4 1 +02 +1 3 2+C3 +2 4 2 +03 +2 4 1 +02 +1 3 2 +03 +2 4 EXAMPLE (SHOWN 9e REF. IN TABLE KEY ABOVE) ANCHORS Exist/Rion .7a, BY!/!. .aaol+rodKZ • p 2+C3+2 4 1 +C3+1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3+1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +03 +1 3 2 +C4 +2 4 I RAIL 18 3/4' MAX. I I+ 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02 +2 3 2 +C2 +2 2 2 +02 +2 3 2 +C2 +2 3 2 +C2 +2 ' 2 2 +C2 +2 3 1 1/2° TYP .) F+-3° MIN. O I 2 +03 +2 4 2 +02 +2 3 2 +C3+2 4 2 +03 +2 4 2 +C2 +2 3 2 +C3 +2 4 C p44//7 Robert L. Clark, P.E. PE 039712 sbuctural 2 +C3 +2 4 2 +02 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3+2 4 T MTG. CLUSTER r W/ Q. OF (4) 2 +03 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +03 +2 4 2 +C3 +2 3 2 +04 +2 4 2+C3+2 4 1 +03+1 3 2 +04 +2 4 2 +03 +2 5 2 +03 +2 3 2 +04 +2 4 2 +03 +2 4 1 +03+1 3 2 +0q +2 4 2 +04 +2 5 2 +p +2 4 2 +04 +2 5 rbintdOr F.K. Der 4/1557 C CHG. TABLE# TOB, 8S11ECTVALUESDUETOANCHORCAP.ADJ 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1820 NOKOkgS. FL34274 11711.. N°eb„,e ANCHORAGE SPACING, OXANDXO WINDOWS lanad By F.K. Ds*: 10/17/06 Pnbbs B REVISE ANCHORAGE FORMAT, HEADS SILL CLUSTERS 72,1 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT "�°"� F.K. Deft 5/13/06 A ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L 018•1113r F.K. F.K. owc 2/26/06 Mooted 8, J.J. Daft 923/06 I VtWbly Better a.+ db' HR710 s+re o110°N° '� NTS 10 d 11 4127 -10 C A A MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1314' MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1P CONCRETE ANCHOR, NOTE 1 DETAIL A 1/4' MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS ,/4• MAX. SHIM 1 3iff MINN. 1/4" MAX. SHIM . WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR, NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO A TAPCONS EMBEDED 1 3/8" MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 1/8° 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 #12 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. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENTAEDITION. (1.5 KSI CMU) •:v OR PER NOTE 1 (3.4 KSI CONCRETE) J 1 3/4" a EXTERIOR INTERIOR v MIN. E.D (H 8 SILL DETAILS A, B, C, D, 8 H) 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR A WOOD ANCHOR, NOTE 2 J-MAX. IYA!_A- SEE •, .•NOTE IA ' '"1138 MIN. A NAILING. DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2' NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H & I. 13/4• MIN. MIN. 3AKSI�^ I E.D. 'A Q WOOD DETAIL C BUCK, DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS na. -- .::li- Florida Ac:zpcin -a E4' 4" efElltal• DETAIL G (SILL)A DETAIL I (JAMB) A A TYPICAL INTEGRAL FIN FRAME SECTIONS Ramey FK Dar 4/16/07 Rsksionie FK 10/17/ Raskfmr B REVISE NOTES 1 & 2REGARDING TRIMFIT HD. & EMBEDMENT. ADD IF. FRAME ONG. NOTE5 TO FBC, 'CURRENT EDITION' REVISE EDGE DisT. , EMBEDMENT& 5H7. REFERENCES Pam aer FJC oar 5/13/08 Rertslonc A ADD NOTE 5. dormer• F.x CM1aot for J.J. 3/Y5/Os 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 T Visibly Better ANCHORAGE DETAILS me ALUM. HORIZONTAL ROLLER WINDOW, IMPACT serksItacAt HR710 Half Seat m 11 4127 -10 C Robert L Clerk, P.E. PE 909712 saeturel MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 780" Aluminum Sliding Glass Doors ( Reinforced /Non- Reinforced)- Impact APPROVAL DOCUMENT: Drawing No.8100 -11, titled "Alum Sliding Glass Door- Impact ", sheets lthrough 11 of 11, prepared by manufacturer, dated 05/24/07 and last revised on 07/12/07, signed and sealed by Lucas A. Turner, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Full length reinforcements are required for Doors height greater than 96 ". 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. Impact - SGD (780) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07- 0607.02 Expiration Date: August 02, 2012 Approval Date: August 02, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.8100 -11, titled "Alum Sliding Glass Door - Impact ", sheets lthrough 11 of 11, prepared by manufacturer, dated 05/24/07 and last revised on 07/12/07, signed and sealed by Lucas A. Turner, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). VFL -5254, dated 05/17/07 and FTL -5273 dated 05/07/07 respectively, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 05 -31 -07 and last revised on 07/12/07, prepared by PGT, signed and sealed by Lucas A. Turner, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0514.15, issued to E.I. DuPont de Numerous & Co., Inc., for their "Sentry Glas Plus ® ", expiring on 12/11 /10 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 05- 30 -07, signed by Lucas A. Turner, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal # 07- 2583dated March 19, 2007 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0309.09 Expiration Date: August 02, 2012 Approval Date: August 02, 2007 E -1 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: A. 7 /16" LAMI: (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRY GLAS PLUS (SGP) INTERLAYER. B. 1 1/16" LAMI I.G.: 3/16" OR 1/4" TEMPERED, 318° OR 5/18" AIR SPACE, 7/16" LAMI CONSISTING OF GLAZING OPTION A ABOVE. 2. CONFIGURATIONS: MAXIMUM NOMINAL PANEL SIZE 48" X 120 ". MAXIMUM 6 PANELS AND 3 TRACKS. SEE APPROVED PANEL CONFIGURATIONS SHEET 3. 3. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS FOR SILLS TALLER THAN 1 5/8" BASED ON WATER TEST PRESSURE. SEE TABLE lb BELOW. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THA DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE DETAILS SEE SHEETS 9 THRO 5. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTL -5254 AND FTL -5273 ELCO TEXTRON NON: 04-0721.01, 03-0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2005 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. PANEL WIDTHS SMALLER THAN 36" MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE TABLE 1a. DESIGN PRESSURE GLASS TYPE DOOR HEIGHT 98" 118" 120" 5 1/4" SILL HEIGHT MAX 48" (4) NOMINAL PANEL (40 3/32" DLO) WIDTHS A +105.0 -115.0 +105.01 -115.0 +105.0 � -114.0 B +105.0 -115.0 MAX 47 5/8" NOMINAL PANEL (39 23/32" DLO) WIDTHS A +105.0 -115.0 +105.01 -115.0 +105.01 -115.0 B +105.0 -115.0 TABLE lb. POSITIVE PRESSURE UMITS BASED ON SILL HEIGHTS (NEGATIVE PRESSURES ARE UNCHANGED 4 1/2" +100.0 3 1/2" +73.3 1 5/8" +105.0 (NOT RATED FOR WATER INFILTRATION. MUST BE PROTECTED BY OVERHANG COMPLYING WITH FLORIDA BUILDING CODE, SEE BELOW) OH HEIGHT OH LENGTH �-j OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 § OR GREATER 1 5/8" SILL OVERHANG REQUIREMENTS 3116" OR 1/4" TEMPERED GLASS 3/16` HEAT STRENTHENED GLASS 1 1/16" NOM. 3/8" OR 5/16" AIR SPACE .090 DUPONT SENTRY GLAS PLUS 3/16" HEAT STRENGTHENED GLASS GLAZING TYPE B: 1 1/16" LAMI I.G. GLAZING DETAIL 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS .090 DUPONT SENTRY GLAS PLUS 7/16" NOM. EXTERIOR .65" NOM. GLASS BITE GLAZING TYPE A: 7/16" LAMINATED GLAZING DETAIL HAT COME INTO CONTACT WITH GH 11. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 1 ELEVATIONS 2 CONFIGURATIONS 2 -3 HORIZ. SECTIONS 4 -5 VERT. SECTIONS 5-8 PARTS LIST 7 EXTRUSIONS 7-8 ANCHORAGE 9 -11 Approved es complying with the • Balding Cade • Ai/t.02 7 Nona D446/ a7..- Miami Dade Product Control Mel I • 41RNei+ EnRid try: tea*: Dslis Rodsiarac Rave tsar F.14 Date Dar 511/)7 ihowleollec Oheaftsd ED. Adz 32247 1070 TECHNOLOGYORJVE NO1tQMl, FL 94278 P.Q 8QX 1638 NOKOMS. FL 34274 VZs4b. Better GENERAL NOTES, GLAZING DETAIL AND MAP ALUM. SLIDING GLASS DOOR, IMPACT IleanifolOt $60780 sere iX aMe2 1 s 11 ow,eee0. 8100 -11 Rim 7X27 7 Lucas A. Tumor, P.E. PE 888201 Mechanical DETAIL'S', SHT. 4-- DETAIL'C', SHT. 4 't DETAIL 'A', SHT.4 DETAIL V', SHT. 4' 191 7116" MAX. 4 -PANEL WIDTH PANEL PANEL TYPE TYPE 'R' 'L' +-- 48" MAX NOM. PANEL WIDTH DETAIL 'E', SHT. 6 1 106 5/8" 120" SEE MAX. MAX. NOTE 6 DLO HT. TYP. TYP. SEE NOTE 4 —/". SEE NOTE 4 OXXX (2 TRACK) DETAIL 'F', SHT. 6 NOTES: 1. SEE SHEET 3 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 48 ". 2. SEE SHEETS 4 THROUGH 6 FOR SECTION DETAILS. 3. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 4. REINFORCEMENT LOCATIONS: ITEM 17 REINFORCEMENTS (FULL LENGTH OF PANEL) ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS EXCEEDING 96' HIGH. SEE SECTION DETAIL C, SHEET 4. 5. DLO WIDTH = NOM. PANEL WIDTH - 7 29/32 DLO HEIGHT = DOOR HEIGHT - 33/8 6. 1 LOCK (ITEMS 154 TO 161) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL. DETAIL. '8', SHT. 4-�^ DETAIL 'C', SHT. 4 JICY DETAIL 'G' - DETAIL 'H', SHT. 5 48" MAX. NOM. —`l PANEL WIDTH 40 3132" MAX. DLO TYP. DETAIL 'J', SHT. 6 -� PANEL TYPE PANEL TYPE 'L' PANEL TYPE 'F' 106 5/8" 120" MAX. MAX. DLO HT. TYP. TYP. SEE NOTE 4 SEE NOTE 4 - DETAIL 1C, SHT. 6 OXXXIp (3 TRACK RIGHT POCKET) APPmvad n eamptyierwld tbit NNW* &Wise Cade Dige +'FU4G 21 21907 PIMA_ v ?- 06t7 , e Z Miami Dade Produ t Control S° gtt4M 1.LL -t Defc > weaaei: Revisterm 1 COW ReielOnlk FJC 611/07 lam 7ECFWOtOOYORNE 1512327603, A.34275 P.O sox 1829 NOK0302, FL 34274 VW,* Better EXAMPLE ELEVATIONS/CONFIGURATIONS mr ALUM. SLIDING GLASS DOOR, IMPACT ebteel dt soar LL 2 F1! 2 d 11 OnesfelVil 8100 -11 ms Lucas A. Tumor, P.E. PE #58201 Mechanical PANEL LETTER PANEL LETTER P SINGLE � FIXED LOCKSTILE INTERLOCK K SINGLE INTERLOCK LOCKSTILE R T (BOX OUT) FIXED LOCKSTILE SINGLE INTERLOCK ASTRAGAL FIXED OUT LOCKSTILE GR U (BOX OUT) DOUBLE INTERLOCK ASTRAGAL OUT LOCKSTILE LOCKSTILE (BOX ) ASTRAGAL FIXED IN L LOCKSTILE (BOX IN) ASTRAGAL IN LOCKSTILE (BOX OUT) FIXED ASTRAGAL LOCKSTILE OUT A SINGLE np INTERLOCK LOCKSTILE S (BOX IN) FIXED ASTRAGAL LOCKSTILE - IN D LOCKSTILE SINGLE INTERLOCK Y FIXED LOCKSTILE UBLE INTERLOCK YR VSal (BOX IN) WR (BOX OUT) L (BOX OUT) LR N (BOX IN) C (BOX IN) DOUBLE FIXED INTERLOCK LOCKSTILE DOUBLE INTERLOCK ASTRAGAL OUT SINGLE INTERLOCK ASTRAGAL OUT ASTRAGAL IN SINGLE INTERLOCK ASTRAGAL IN DOUBLE INTERLOCK ASTRAGAL OUT SINGLE INTERLOCK tin SINGLE INTERLOCK G LOCKSTILE (i9 DOUBLE INTERLOCK ASTRAGAL IN SINGLE r SINGLE INTERLOCK INTERLOCK F SINGLE SINGLE INTERLOCK INTERLOCK SINGLE =El SINGLE INTERLOCK INTERLOCK DOUBLE DOUBLE INTERLOCK INTERLOCK J (BOX OUT) J (SOX IN) LOCKSTILE LOCKSTILE ASTRAGAL OUT ASTRAGAL IN LOCKSTILE SINGLE INTERLOCK Appioved aseemplying wishthe Florida Banding Cade Date Av40 j NOA# DLO7 e'L Miami Dade Produce Coated NOTE 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS = 48" 4 INTERIOR (ALL PANEL TYPES) EXTERIOR Ravad By: Dabn a bate Resod er REM NOG= Brassily F.K Debx 5/1 /07 Cloaked By E6•. Ogee 824!07 1070 TECHNOLOGY DRIVE NONCLUISL FL 34275 P.0.800( 1529 NOKOMIA FL 34274 � a► Visibly Better PANEL TYPES nac ALUM. SLIDING GLASS DOOR, IMPACT Si table Sea Sern50 I t at 5a FULLI 3 of 11 8100 -11 7/(..70.7 Lucas A. Tunrot. P.E. PE #58201 Mechanical — NOTE: 17 LG. 'Cr PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL DETAIL 'A' (FIXED PANEL) DETAIL 'C' INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR NOTE: REINFORCEMENT ITEM 17 REQUIRED ONLY IN EACH OF THE EXTERIOR INTERLOCK OF DOORS OVER 86' HIGH Approved as complying *Ms the Florida Balding Code Datt--eteke&avya NOM o7 -� Mara roltdecalthul DETAIL 'B' DETAIL 'D' Reslakez Revd 0y: Dam ay: Fie ax Dakc 6/1107 maker t:mmaer Ea W7O1EMVOLOOYOR VE ?MONA FL 34M At2 sax 1429 1401COMEL R. 34274 c; VsiMy Better HORIZONTAL SEC77ONDETAILS ALUM. SLIDING GLASS DOOR IMPACT E.>wrlefe 300780 NTS 4 d 11 8100 -11 • Lucas A. Tyner, P.E PE #&8201 MechenWal DETAIL 'G' (FIXED PANEL "0") NOTE: 12" LG.'O' PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL. ANCHORS ITEMS 147 AND 149 LOCATED 1 1/2" FROM EACH END OF BRACKET N �, dir • INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR DETAIL 'H' (POCKET CONDITION) aEXTERIOR INTERIOR (ALL VERT. SECTIONS) .780 RISER 1 5/8" SILL HEIGHT Q D Aca, D b d� Approved orompIy 4th VINO* Bidding Code Date .4040?,, 14,07 No0 j_04-07 2.-- Ilismt Dada Product Como' rilT4(.4.41 t .(..4•0 ^4 3.630 RISER 4 1/2" SILL HEIGHT ALTERNATE SILL RISERS 5 1/4" SILL HEIGHT 2.628 RISER 31/2" SILL HEIGHT Data Rand ay: *Or Revisions Aaatey F.K. oft 8/1/07 RafArec Cleoi"ney EEL Dar 64407 1670 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. SOX 1629 NOKOMIS. FL 34274 Visibly Better HORIZ SECTION DETAILS & ALT. SILL RISERS Tole ALUM. SLIDING GLASS DOOR, IMPACT erbaSfathit 8GD780 Omer NTS 5 r 11 Ma 81004 tams A. Turner, P.E. PE 488201 Mecherdcai Approved m complying Wig Florlds Ulna. cod* Z-7 NOM O =1 I6I401 . DETAIL 'J' aEXTERIOR INTERIOR (ALL VERT. SECTIONS) AmeBp. Arad Br bike Am1Bp. Bey F.K bite 6/1!07 orHmeBp. El Mkt 024107 1070TECHNOLOGY DRIVE NONCOM FL 36276 P.O.BOXIG9 NOPC06024 FL 34274 Visibly Better VERTICAL SECTION DETAILS ALUM. SLIDING GLASS DOOR, IMPACT EirkeVedsk SGD780 Seals 1/2 Stile 6 d 11 c111+gxn 8100 -11 ROW bites A. Turner, P.E. PE #58201 Mechanical SGD780 PANEL PARTS ITEM DWG 1 8012 -5 2 8104 -1 3 1644 4 8102-1 5 1224 11 8014A 12 80138 13 8103B 14 8101 15 8105 16 8107 17 8192 18 8136 -2 19 20 21 1695 22 24 8153N 25 8153X 26 8022 28 8023A 30 8145 32 8146 40 8148 42 8149 44 8150 46 1224 47 1225 48 1267 49 1695 50 8185 52 53 POT # 68012 8/W 88104 Bf W 616446 681028 8/W 6TP247(K) 68014A B/W 68013B BAN 68103981W 68101 68106 68107 68192 68136 B/W 7516X2LBOL1X 710X34PPSDAX 71695K 710X115PPX 78153N 76153X 68022 (B/W) 680234 (BAN) 68145 (B/W) 68146 (B/W) 68148 (B/W) 68149 (B/W) 88150 (B/W) 67P247 (K) 8TP247(K) 71267N 71695K 78185K 71032XIFPFX 7103239 Description PANEL STILE STILE ADAPTER (FDIED)tND LOCKING) WEATHERSTRIP, .270 X.187 WSTP 4PLY GREY INTERLOCK ADAPTER (LEFT AND RIGHT) WEATHER STRIP, VINYL BULB TOP RAIL / SMALL BOTTOM RAIL TALL BOTTOM RAIL SNAP RAIL ADAPTER DOUBLE INTERLOCK STRAIGHT BACK -UP PLATE ASTRAGAL INTERLOCK REINFORCEMENT INTERLOCK SCREW COVER 5/16" X2" ST.ST. LAGBOLT #10X 3/4" TEK 11P PHIL PAN SCREW 1 1/2" WIDE X 1" LONG X 314" HIGH FIN SEAL DUST PLUGS #10X 1 1/2" PHIL PAN SHEET METAL SCREW TANDEM NYLON ROLLER ASSEMBLY TANDEM STAINLESS STEEL ROLLER ASSEMBLY INTERIOR BEAD 7/16 LAMINATED BEAD (OGEE STYLE) 9/16 LAMINATED BEAD (OGEE STYLE) 1 1/16 LAMINATED BEAD (OGEE STYLE) 9/16" SQUARE BEAD 1 1/16" IG SQUARE BEAD 7/16" SQUARE BEAD VINYL GLAZING BULB VINYL GLAZING BULB SETTING BLOCKS 1" X112" X 1/8° THICK 1 1/2" WIDE X 1" LONG X 3/4" HIGH FIN SEAL DUST PLUGS GEMINI LOCK W/ LONG TRIM PLATE 10.32 X 1" LONG FLATHEAD SS SCREW W/TYPE "F" TIP 10-32 STEEL ZINC U -NUT 54 SILICONE, DOW CORNING 8999, 995 70 GLASS, 7/16 LAMI (3/16HS+.090 SGP+3/16HS) 71 GLASS, 1 1/16 LAW LG. - 3(16T +112 AIRSPACE +7/16 LAMI (3I18HS +.090 SGP +3/16HS) 72 6DURAK516 5118 DURASEAL IG SPACER 73 SDURAK38 3/8 DURASEAL 10 SPACER GD780 FRAME PARTS ITEM DWG Si POT # Description 101 8133 68133W,B 3 TRACK JAMB 102 8134 88134W,8 . 2 TRACK JAMB 103 8108 88108 81W P-HOOK 104 8109 88109 B/W P-HOOK MOUNT 105 8138 88136W,B FRAME SCREW COVER 107 8118 68116A 3 TRACK SILL 108 8118 68118A 2 TRACK SILL 109 8115 68118A MID SILL COVER 110 8117 68117A INT -EXf SILL COVER 112 8124A 68124A W/B 3 TRACK SINGLE HEAD 113 8127A 68127A W/B 2 TRACK SINGLE HEAD 114 8140 68140A SILL RISER "0° WATER 15/8° 115 8138 68138A SILL RISERLOW 31/2" 116 8137 68137A SILL RISER MED 41/2 117 8182 68182A SILL RISER I- GH WATERS 1/4 119 8183 68183 SILL MOUNTING STRIP 120 8128A 68128A 2 TRACK SINGLE HEAD W/ SCREEN 121 8136 68135 2 TRACK SINGLE JAMB WY SCREEN 122 8119 88119 EXT SILL COVER W/ SCREEN SGD780 KIT PARTS ITEM DWG # PGT # Description 125 781 PQA #8 X1 TYPE A TWO/FAST THREAD 126 1270 7PAD116 PAD, OPEN-CELL FOAM ADHESIVE (1/2 X 1 1/8) 127 7SDKEEP BOX SCREEN LOCK KEEPER 128 1179 710104PPSDAX #10 X3/4" PHILLIPS PAN HEAD TEK SS 129 130 727 947 41818K SCREEN KEEPER SPACER SET 41722W,K,S ROLLER ADJUSTMENT HOLE PLUG 131 72087K BLACK BUMPER (FRAME JAMB) 132 76X38PPAX #6X3/8" PHILLIPS PAN HEAD 18-8 SS 134 1155 781PQX #8 X 1" LONG COMBO SQ/PHIWPS SCREW 18-6 SS 136 1696 7169a 1 5/8"W X3/4"L X 7/8 "1 FIN SEAL OUST PLUGS 8613780 KIT PARTS, ADD -ONS 141 4385 71184W,K,S 4 HOLE BUMPER STOP 142 78X38PPTX #8 X 3/8" PAN PHILLIPS TEK SCREW 143 1270 7PAD118 PAD, OPEN -CELL FOAM ADHESIVE (1/2 X 1 1/8) 147 710X34PPSDAX #10 X3/4" TEK 11P PHIL PAN SCREW 148 8193 68193 "0" PANEL BRACKET —12" LONG 149 78X50PP1X #8 X1/2" PAN PHILLIPS TEK SCREW 150 8157 78157K HANDLE KIT INACTIVE BLACK 151 8156 76158W HANDLE Kit IN -ACTIVE SATIN WHITE 162 8159 781698N 153 8177 78177B HANDLE KIT INACTIVE SATIN NICKEL PVD HALIDLE KIT IN- ACTIVE BRASS PVD 154 8160 78160K HANDLE KITACTIVE NON -KEYED BLACK 155 8161 78161W HANDLE KITACTIVE NON -KEYED SATIN WHITE 156 8182 78162SN HANDLE KITACTIVE NON -KEYED SATIN NICKEL PVD 167 8178 78178B HANDLE KIT ACTIVE NON -KEYED BRASS PVD 168 8163 78163K HANDLE KITACIIVE KEYED BLACK 159 8164 76164W HANDLE KITACTIVE KEYED SATIN WHITE 160 8185 781658N HANDLE KIT ACTIVE KEYED SATIN NICKEL PVD 161 8179 7817913 HANDLE KITACTIVE KEYED BRASS PVD 170 8188 78186X 1° KEEPER 180 8142 88142 SCREEN JMB-HD ADAPTER (--- .713 4.409 Appnwedgas R Lromplyieg silk Dale /4Uk 87-4 Zoni NOM- r5"7-0605-7...o s.— pMIimii Dade Product Csi FRAME SCREW COVER (105) MAT'L: 6063-T6 Nrs DWG NO. 8136 .506 —"y .100 INTERLOCK TRIM COVER (18) MAT'L:6063 -T6 NTS DWG NO. 8156 .138 293 .847 I--- SILL MOUNTING STRIP (119) MAIL : 6063 -T6 Nrs DWG NO. 8183 SCREEN JMB-HD ADAPTER (100) MAT'L: 6063 -T5 ears DWG NO. 8142 .062 I-- .713 .713 2.628 .780 L. L F SILL RISER - LOW SILL RISER - 0 (117)MAT'L: 6063 -T6 (116) MATT• 6063 -T6 (115)MATL: 6063-T6 (114) MAT'L:6063 -T6 DWG NO. 8182 DWG NO. 8137 DWG NO. 8138 DWG NO. 8140 .062 SILL RISER - HIGH SILL RISER - MEDIUM rind SS nabs Roxistras Deis Samar F.IG o DOW W1107 Ti..e, nsc6dalc ES. 624/07 1070 7ECl BQOL 0OYDAAVE NOAOMIS. FLS4276 RIX 8¢X f 9 NOKOMIS. 8.34774 Viribly Berner PARTS UST & EXTRUSIONS INC ALUM. SLIDING GLASS DOOR, IMPACT 800780 >4 rose 7 11 6100 -11 now '? /( 2'? 7 Lucas A Turret, P.E. PE #58201 2.000 STILE (1) MATL: 6063-T6 DWG NO. 8012 290 7 .040 7/16" BEAD 1 1/18" BEAD (28) MAIL: 6063 -T5 (42) MAIL: 6063 -T5 DWG NO. 8023A DWG NO. 8149 --.1 1.9471+ -- 1.081 Li- ---- 9.002 1.938 F .075 LOCKSTILE ADAPTER MAIL: 6083 -T6 (2) DWG NO. 8104 .125 .583 1.793 BACK -UP PLATE (15) MAIL: 6063 -T6 DWG NO. 8105 BOTTOM RAIL - 9" (12) T L 6063 T8 DWG MA N: O.8013B 1.938 5.186 SP/BOTTOM RAIL -4 1/2" (11) MATL: 6083-TO DWG NO. 8014A --1 2.442 I-1-- -.--I 2.442 r- - -I 1.938^ x- 1.172 2.394 .101 .075 SNAP RAIL ADAPTER DOUBLE INTERLOCK INTERLOCK (13) MAIL: 6083 -T8 (14) MATL: 8063 -T6 (4)MATL: 8063-T6 DWG NO. 8103A DWG NO. 8101 DWG NO. 8102 ASTRAGAL (28) MATL: 6063 -T6 DWG NO. 8107 .045 -- ( - �{ .g93 - 4 2.099 t-+i- MID SILL COVER (109) MAIL: 6063 -T8 DWG NO. 8115 1.495 .929 6.794 ---; 2 -TRACK SILL (108) MATL: 6063-TO DWG NO 8118 .110 7.205 i 5.500 P -HOOK MOUNT (104) MATL: 6063-T6 DWG NO.8109 � .045 BACKBEAD (26) MAT'L: 6063 -T5 DWG NO. 8022 .090 .420 2.442 I P -HOOK (103) MATL: 6083 -T6 DWG NO. 8108 "O" PANEL BRACKET (1o) MATL: 8063 -T6 DWG NO. 8188 r .374 3 1.801 --1 1.084 - - r-- 1.084 1.084 8.085 2 -TRACK JAMB (102) MAIL: 6063 -T6 DWG NO. 8134 3 -TRACK JAMB {101) MATL: 6063 -T6 DWG NO. 8133 Approved ssrempiylegaddilk no#44ailockUng Code Date v461_ 2204,7 NOM) o 7 -elL A • 0 MIami Dade Product Coetrot nYaLtscliS 1. USED FULL -I + 3.063 �� LENGTH OF PANEL INTERLOCK REINFORCEMENT (17) DWG NO. 8192 1.495 j 26 J is 9.323 3 -TRACK SILL (107) MATL: 6063-T8 DWG NO. 8116 1.405 1. 616 062 INT-EXT SILL COVER r %_ 6.085 --.4 I (110) MATL: 6083-T6 DWG NO. 8117 2-TRACK SINGLE HEAD EXT SILL COVER W /SCREEN (113) MAIL: 6053 -T6 (1�) MATL: 6063 -T6 DWG NO. 8127A DWG NO. 8119 .090 1.405 F090 7.443 ii 2-TRACK SINGLE HEAD W/ SCREEN (1n) MATL: 6063-T6 DWG NO. 8128A L 1.405 8.615 3 -TRACK SINGLE HEAD (112) MAIL: 6063 -T8 DWG NO.8124A 7.443 2 -TRACK JAMB W/ SCREEN (121) MATL: 6063-T6 DWG NO, 8135 Anse Parleker er RffkiVOIr sneer FJG Cube W1p7 Maslow Chalked* E.9. Cafe 0'24107 1070 TECHNOLOGY' DRIVE NOKOMIS, 8.34215 P.O. BOX MSS NOKOMIS 8.34427.! ildrtbly $ever EXTRUSIONS ALUM. SLIDING GLASS DOOR, IMPACT X780 1/4 servo- 8 a 11 8100-11 Rag -7%2 /p'% Lucas A. Turner, PE - PE 558201 Mechanical HVHZ ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4° ELCOTAPCON 2)114" ELCO SS4 CRETE -FLEX 3) #12 STEEL SCREW (015) 2. ANCHOR LOCATION SPACING: 241/2• MAX. rip. HEAD & SILL_ .... 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE 2 AT EACH INTERLOCK AND ASTRAGAL LOCATION, 6° ~I 1� PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS ARE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE CLUSTER CONFIGURATIONS BELOW. JAMBS & P- HOOKS... 711116" MAX. FROM BOTTOM AND 241/2" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM TABLE 2 SEE P -HOOK ANCHOR DETAILS ON SHEET 11. 3 5116" ASTRAGAL OR INTERLOCK CENTERLINE, TYP. 4 r 3 8116" 1 21132" 1 21132" _ —_- 3 5116" ■ `. 217132° r ,��` - -° �- -- 3116" 2- TRACK, 4 ANCHOR CLUSTER 2- TRACK, 5 ANCHOR CLUSTER EXAMPLE HEAD & SILL CLUSTERS l o o / '- ■ 4 3116 3- TRACK, 4 ANCHOR CLUSTER 3- TRACK, 5 ANCHOR CLUSTER 241/2° MAX. TYP. —�j r-- 1111 1 1 1111 1 1 11 1 3 6/16" TYP. 241/2` MAX. TYP. EXAMPLE ANCHORAGE - 4 PANEL 2 TRACK 48X96 PANELS ANCH. TYPE 1- H &S C4 +2, JAMBS 14, P -HOOK 8 P-HOOK FIRST ANCHOR TO BE PERPENDICULAR TO GLASS. ANCHORS THEREAFTER ALTERNATE PERPENDICULAR AND PARALLEL TO GLASS. SEE SHEET 11. P -HOOK INSTALL DETAIL TABLE 2 ANCHORAGE - HEAD & SILL (H&S) INTERLOCK & ASTRAGAL CLUSTER PLUS ANCHOR QUANTITY PER PANEL OUTSIDE CLUSTER ANCHOR JAMB ANCHOR QUANTITY P-HOOK ANCHOR QUANTITY (SEE P -HOOK DETAILS, SHEET 11) TYPE AND DOOR HEIGHT SUBSTRATE NOM. PANEL FRAME WIDTH SIDE " 0 U $ 8 0 N N 8d (7°) 90" (7°) 96" (8°) 102" (8°) 108 (9°) 114" (9°) woe) N C7 0 8 o § N 0 8 0 N r s N 8 N 8 N Z 8 s < 24" I.1&S C2 +1 C2 +1 04 +1 C2 +1 C2 +1 C4+1 C2 +1 02+ C4 +1 C3+1 C2 +1 05+1 JAMB P -HOOK 7 7 7 7 7 7 8 8 8 9 8 8 7 7 7 7 7 7 8 8 8 8 8 8 24- (2°) H&S C2 +1 C2 +1 C4+1 C2 +1 02 +1 04 +1 62+1 02+1 04+1 C3 +1 02+1 05+1 03 +1 C2 +1 PANELS UIVER 24" 11:) NOT.'/1Y. L OVEIt'1 ;HIGH AiLA� C5+1 CC3+1 C2 +1 C5+1—.63+1 C2 +1 05+1 C3+1 C2 +1 JAMB 7 7 7 7 7 7 8 8 8 9 8 8 9 9 9 10 9 9 10 10 P-HOOK 7 7 7 7 7 7 8 8 8 8 8 9 9 a 9 9 10 10 30" (2°) H&S C2 +1 C2 +1 C4+1 C3 +1 C2 +1 05+1 03+1 02 +1 05+1 03+1 02 +1 05+1 03 +1 02 +1 C8+1 03+1 C2 +1 C 6+1 03+1 C3 +1 JAMB P •• • 8 7 7 9 7 7 10 7 7 7 7 7 7 8 10 8 8 38" (3°) H&S C3 +1 C2 +1 C5+2 C3 +1 C2 +1 05+2 C3 +1 C2 +1 08+2 JAMB 10 7 7 10 7 8 11 8 8 P-HOOK 7 7 7 7 7 7 8 8 8 42" (3°) H&S 03 +1 02 +1 C6+2 03+1 C2 +1 C6+2 C3 +1 C2 +1 06+2 JAMB 11 7 8 11 8 9 12 9 9 P-HOOK 7 7 7 7 7 7 8 8 8 48" (4°) H&S C3 +2 C2+1 C6+3 C3+2 C2 +1 C8 +3 CO2 03 +1 C7 +3 JAMB 11 8 9 12 9 9 13 9 10 P -HOOK 7 7 7 7 7 7 8 8 11 9 9 9 12 9 9 13 10 10 11 10 10 10 C7 +1-04+1 C3 +1 13 10 10 10 C6+1 10 10 07+1 10 APPoond W• > Hove* Mahan; C N v z boo OA4F Mimi Dade Product Canoe — Byv_ . q 8 8 8 10 03+1 02+1 08+2 04+1 04 +1 12 15 8 10 C 4 +1 C3 +1 C7 +2 04+1 C5+1 13 17 8 10 CA+2 03+1 68 +3 04+2 C5+2 14 19 8 8 8 9 9 9 9 9 9 10 10 10 10 8 8 9 8 10 9 8 10 8 11 9 13 14 9 16 9 03 +1 9 9 C3+1 10 9 C3+1 11 C7+2 10 9 C7 +2 11 9 C8+3 12 9 C4 +1 14 9 04 +1 15 9 C5 +2 17 9 C3 +1 10 9 C3+1 11 9 C3 +1 12 9 C7 +2 10 9 C8+2 12 9 09+3 13 10 C4 +1 14 10 C4 +1 18 10 C5+2 18 10 C3 +1 10 10 C3+1 11 10 C3+1 13 10 C8+2 11 10 C8 +2 12 10 C9 +3 14 10 C3 +1 11 10 C3+1 12 10 C4 +1 13 10 10 C8+2 12 10 C9+2 13 10 010+3 15 10 6" MAX. "ANCHORS PER PANEL" ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. ASTRAGAL C8+2 HEAD & SILL ANCHORAGE (3 PANEL, 2-TRACK EXAMPLE SHOWN) = (18) ANCHORS TOTAL 8" MAX Meal* r R. mob: em Itvaikorc Dorn Br O R- 1 FJG 6/1/07 Ea 524077 1070 TECHNOLOGY FAYE 140KO FL94276 P.O. BtWC 1629 NO16 FL 94274 BG� ANCHORAGE TYPES, SPACING AND QUANTITY ALUM. SLIDING GLASS DOOR, IMPACT Saliairtlit sew INTS{ 9 e11 Marla MX 810D -11 a407 74'7-70? Lucas A. Turner. P.E. PEAStg01 Med ardcal CENTERLINE CLUSTER, TYP. CENTERLINE O 0 0 0 0 0 -sue NM NM IM r1 C8+2 HEAD & SILL ANCHORAGE (3 PANEL, 2-TRACK EXAMPLE SHOWN) = (18) ANCHORS TOTAL 8" MAX Meal* r R. mob: em Itvaikorc Dorn Br O R- 1 FJG 6/1/07 Ea 524077 1070 TECHNOLOGY FAYE 140KO FL94276 P.O. BtWC 1629 NO16 FL 94274 BG� ANCHORAGE TYPES, SPACING AND QUANTITY ALUM. SLIDING GLASS DOOR, IMPACT Saliairtlit sew INTS{ 9 e11 Marla MX 810D -11 a407 74'7-70? Lucas A. Turner. P.E. PEAStg01 Med ardcal 1" MIN. E.D. TYP. 1/4" MAX. SHIM 2x WOOD BUCK TYP., SEE NOTE 3 2 17/32" O.C. 1" MIN. E.D. TYP. 1 318" MIN. WOOD ANCHOR TYP., SEE NOTE 2 2 -TRACK FRAME HEAD WOOD INSTALLATION SEE NOTE E1047.5 L _'" 1" MIN. E.D. TYP. 2 -TRACK FRAME SILL WOOD INSTALLATION 21/2" MIN. E.D. TYP. SEE NOTE 1 1/4" MAX. r SHIM CENTER ANCHOR STAGGERD ON 3- TRACK, TYP. 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE NOTE 2 SEE NOTE 5 3/8" MIN. 2 17/32' O.C. 1/4" MAX. 217/32" O.C. SHIM 217/32 O.G. CONCRETE ANCHOR TYP., 2 -TRACK FRAME HEAD CONCRETE INSTALLATION 217/32" O.C. SEE NOTE 5 1/4" MAX. SHIM SEE NOTE 1 r 21/2" MIN. E.D. TYP. SEE OTE I 2 17/32" O.C. 3 -TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE NOTE 1 2 17/32" 0.C. M4TILMWSKITL=. SEE NOTE 5 SEE NOTE 1 k. h . r ... ; ' •1 '* 2 17132" O.C. 1" MIN. 217/32" O.C. E.D. TYP. 217/32" O.C. 3 -TRACK FRAME SILL WOOD INSTALLATION G] EXTERIOR INTERIOR 21/2" MIN. E.D. TYP. 3.4 KSI MIN. CONC. TYP. 2 -TRACK FRAME SILL CENTER ANCHOR CONCRETE INSTALLATION STAGGERD ON 3- TRACK, TYP. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS (MINIMUM 1 3/8" EMBEDMENT) OR 1/4' ELCO SS4 CRETE -FLEX (1 3/4" MINIMUM EMBEDMENT). 4" MINIMUM ON CENTER DISTANCE. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR 114' ELCO 554 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS. 3. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2' THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOUD 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS FOR 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE DESIGN PRESSURES SHOWN ON SHEET I ARE ACCEPTABLE WHEN USING THE ANCHOR SPACING AND CLUSTER REQUIREMENTS SHOWN ON SHEET 8 FOR ANCHOR TYPE 3. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON- SHRINK, NON - METALLIC GROUT, 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. =edeermage"mittlgwitil Poe 2 7 NOA en 7,0. cn7, or, Mkm* Dade Piadwe Cont rid Ma ateoile. E.D. TYP. 3-TRACK FRAME S LL CONCRETE INSTALLATION 217/32' O.t Fowl Ss EK Dewar FX ,wag FX Ohba 4112106 Reatekto E ADD ITEMS 8$ NDARD 71, ALTERNATE 27R4 CFRAME W'SCREs RA8- REVISELg4pTH Or REMIT, F4100E FOR BETTER 1RSTALLATK'L Deft ASSY ROWSILOS D ADDfE182NNE S13AMOSfS- 24 »Iebx 3' 07 Raisins F ADD COMER DOOR ITEEE SE 81882 oseeer FJC 511/07 Crd"dalc ES. awa 524.07 1070 MONIS:EC &DRIVE NOKOAE0, A. 34275 RO.50K 29 NOKOMIS, FL 34274 1�siblj .186tteY ANCHORAGE DETAILS Tie ALUM. SLIDING GLASS DOOR, IMPACT Amk SGO780 ads NTS Spec 10 d 11 wsriarh 8100 -11 F Lucas A. Turner, P.E. PE #58201 Meahankal 1 3/8" MIN. y 1/4" MAX. SHIM --►-1 4 3/16" MIN. O.C. DIAGONAL STAGGERED SPACING 11) lith No 13/8" MIN. 1/4" MAX. SHIM 4 3/16" MIN. O.C. DIAGONAL STAGGERED SPACING 4 3/16" MIN. O.C. DIAGONAL STAGGERED SPACING INTERIOR EXTERIOR 2x WOOD BUCK TYP., SEE NOTE 3. SHT. 10 2-TRACK FRAME JAMB WOOD INSTALLATION WOOD ANCHOR, SEE NOTE 2, SHT. 10 ANCHOR QUANTITIES FROM TABLE 2, SHT. 9 PERTAIN TO THIS ANCHOR LOCATION 1" MIN. E.D. TYP. WOOD ANCHOR TYP., SEE NOTE 2, SHT. 10 3 -TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING --� 1 3/8° MIN. 1/4" MAX. SHIM --11 4 3/16" MIN. O.C. DIAGONAL STAGGERED SPACING ELCO 1/4" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 1/4" SS4 CRETE-FLEX (MIN. 1 3/4' EMBEDMENT) 21/2° MIN. E.D. TYP. lx WOOD BUCK TYP., SEE NOTE 3, SHT. 10 2-TRACK FRAME JAMB 1...,4 :.CONCRETE INSTALLATION 114° MAX. SHIM CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 10 4 3/16" MIN. O.C. DIAGONAL STAGGERED SPACING 4 3/16" MIN. O.C. DIAGONAL STAGGERED SPACING 3 5/16" ELCO 1/4" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 1/4" SS4 CRETE -FLEX (MIN. 1 3/4" EMBEDMENT) 2 112" MIN. j E.D. TYP. ` •. — 3.4 KSI MIN. CONC. • OR 1.5 KSI CMU, TYP. • 3 -TRACK FRAME JAMB CONCRETE INSTALLATION CONCRETE ANCHOR SEE NOTE 1, SHT. 10 11° MAX. FROM CORNER 241/2" MAX. ON CENTER 1 3/8" MIN. P -HOOK WOOD INSTALLATION WOOD ANCHOR SEE NOTE 2, SHT. 10 711/16" MAX. FROM CORNER 241/2" MAX. ON CENTER (FIRST ANCHOR) Ptwt v © p win, 19 e Maud Dade P l u Bby 4 4�4 ELCO 1/4" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 1/4" SS4 CRETE -FLEX (MIN. 1 3/4" EMBEDMENT) 2 1/2" MIN. E.D. TYP. CONCRETE ANCHOR, SEE NOTE 1, SHT. 10 ANCHOR QUANTITIES FROM TABLE 2, SHT. 9 PERTAIN TO THIS ANCHOR LOCATION 3.4 KSI MIN. CONC. CONCRETE ANCHOR SEE NOTE 1, SHT. 10 711/16" MAX. FROM CORNER 241/2" MAX. ON CENTER (FIRST ANCHOR) P -HOOK CONCRETE INSTALLATION �u •` TYPICAL JAMB CLUSTER Rem 113": Daft Rawl Sy: Dair RF C6a Reseionen FJC 5/1/07 CEemed aJ° E$ Data 624/07 1070TEHIOLOQYDRIVE NOKOMS a 34276 P.O. SOX 1629 NOK0599. a 34274 i arlb4v Better ANCHORAGE DETAILS littc ALUM. SLIDING GLASS DOOR, IMPACT Sariabledth SOD780 NTS eet mwyw, 11 r 11 I 8100 -11 Roe Lucas A. Tester, P.E. PE #58201 Mechandcal