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WS-10-2164Inspection Number: INS P- 154439 Scheduled Inspection Date: January 06, 2011 Inspector: Bruhn, Norman Owner: WOOLFOLK, VANDRA Job Address: 1230 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA STORM PANELS INC Building Department Comments January 05, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -12 -10 -2164 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050250020 Phone: (305)685 -9000 REPLACING WINDOWS 13 Passed4 / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154072. glass broken Page 9 of 16 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING �t � � CLt� � OWNER: Name (Fee Simple Titleholder): � 0A V( Phon -4 Address: City:' I .-) - imr - e l & S State: Tenant/Lessee Name: Email: JOB ADDRESS: City: Miami Shores County: Folio/Parcel #: H ' B —® — CO�Q3 Is the Building Historically Designated: Yes NO Flood Zone: Y COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Miami Dade Value of Work for this Permit: $ � ®� Square/Linear Footage of Work: Type of Work: Address UAlteration ONew %Rep Description of Rork � � 1 ct s ��1.��1 �iV C° kA3 DEC 0 8 2010 Permit No. Master Permit No. Phone#: Zip: 22 I , CONTRACTOR: Company Name: ' RA o v� r�� S t��, Phone# '* & F ) Address: 13., 7j E City: C5 - LAC... State: Qualifier Name: 1�`Q7SCLE _ 7 .V 1 \ � State Certification or Registration #: S (C, / 1l p S3 LA ® Certificate of Competency #: Contact Phone# S •- - c "1c'NC Email Address:, / Med (i i9 //. o /AV® We DESIGNER: Architect/Engineer: 0 Phone#: Zip: Phone# - O Submittal Fee $ . C - i Permit Fee $ OSI) Ccj CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 22.2 ,'3 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) LL-1-6 0 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectii which occurs seven (7) days after the building permit is issued In the abse such posted notice, the inspection will no a approved and a reinspection fee will be charged Signature Owner. o�r.Agent The foregoing instrument was acknowledged before me this ? day of Pece , 20 1:2_7, by Vayaele, litAxigik who is personall y known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: V 1� "••,, VICTOR V. CRUZ My Commission E ����+'s Notary Public - State of Florida 1 My Comm. Expires Dec 5, 2013 A;' Commission # DD 915134 rrskot Bonded Through National Notary Assn. * * * * * * * * * * * * * ** APPROVED BY ANIL S / T Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09Xrev6/4/10) Con The foregoing instrument was acknowledged before me this," day of 1 r 20 by A- who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Co CTOR RUZ vi My Comm. Expires Dec 5; 2013 • , Commission # DD 915134 . "' wh Bonded Through National Notary Assn: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Zoning Clerk Permit # 5. a. Surety name and address: b. Surety's phone =fiber: c. Amount of bond: 6. a. Lender name and address: b. Lender's phone number Address: b. Phone Number. By Print Name Tit le/Office STATE OF FLORIDA COUNTY OF BROWARD Folio #\ NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement 1. Legal Description of Property: Street Address if available: 2. General Description of Improvement 3.a. Owner name and address: b. Interest In property: c. Name/mailing address of fee simple title holder Mother than Owner): 4. a. Contra name and address: b. Contractors phone number. 9. Expiration date of notice of commencement The nt was ing ' by ���-�. 7 r'7 In ividually, or 0 as Lot Block Unit Subdivislon/Condorniniunt \bel .14 v<&ki■Xj.:. iALNA WOr* Wzg4 Tiots ICU') gaz.t ,b.1C. personally known or ❑ produced the following type of identification: Signature of Notary Public~ Printed name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I dedare that I have read theforegoind and that the facts stated In Rare true, to the best of my knowledge and belt 7. a. Persons within the State of Florida designated by Owner upon whom Notices or other documents may be served as provided by Section 713.13(1)(A)7., Florida Statutes: Name: \\ : ATE OF FLORIDA,, O`is t R� 1 �� c" tt�. WIT i•+E 8. a. In addition to himself or hersell the Owner designates HARV torerivea b. Phone number of person or entity designated by owner By X1111111111111111111 111311111311111111111 f :I= N 201r_®R.r_t834S9u2 OR Bk 27521 F's 2206; ( 1 o ) RECORDED 12/15/2010 09:50:15 HARVEY RL1VINp CLERK OF COURT MIAMI- DACE FLORIDA ails rsi for recorder Bldg it ❑ Lengthy legal attached F a 'Po 'Bt./ 1454 '1 r 1co,, ( A- ptiea date is1yeartom date ofreoaguNessa different dateIsepeeaedl. €WARNING OT OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF1 )COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART - 1, SECTION 713.133 !FLORIDA STATUTES, AND CAN RESULT IN YOU 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 ORI RECORDING YOUR NAME OF COMMENCEMENT. .4/411111•4116. +r� a E 9�tureO or Owner(s )' ��� �:. ,.. e ; ..Aj _..,, , .. i � / SI s of rthe/Office 9' day of for Signature(s) of Owners) or Owner(s)' Authorized Officer/Director/Partner! Manager who signed above: t��r_,Pvnfxrv_ ZofO VICTOR V. CRUZ Notary Public - State of Florida s r My Comm. Expires Dec 5, 2013 Commission # DD 915134 ���, — Bonded Through National Notary Ann. wr By - notice orcmma c'svftedr.3.ofdaa RAMMS ENGINEERING, INC. Kd =.85 2100 W76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-05 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 46.5 44.4 43.2 42.3 41.7 41.1 20 49.3 47.0 45.7 44.8 44.1 43.5 25 51.4 49.1 47.8 46.8 46.1 45.5 30 53.6 51.2 49.8 48.8 48.0 47.4 40 56.9 54.4 52.9 51.8x TT 0. < E • ,0.3 50 59.7 57.0 55.4 54.3 .4 �" i i 2,7 60 61.8 59.1 57.4 56.3 .4 *; D 54.6 Interior Zone (4 - Exposure C Height (Maximum) Walls) Negative Pressures fr For the 146 mph Wind Zone Effective Wind Area (or, Tributary Are" s `t a a = t' 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 - 50.5 -48.4 -47.1 - 46.3 - 45.6 -45.0 20 -53.4 -51.2 -49.9 - 49.0 - 48.3 -47.7 25 -55.8 -53.5 -52.1 -51.2 -50.4 -49.8 30 -58.2 -55.8 -54.4 -53.4 -52.6 -51.9 40 -61.7 -59.2 -57.7 -56.6 -55.8 -55.1 50 -64.7 -62.0 -60.5 -59.3 -58.5 -57.8 60 -67.1 -64.3 -62.7 -61.5 -60.6 -59.9 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10. 20 30 40 50 60 (Maximum) -1.40 -1.29 -123 -1.19 -1.15 -1.13 15 -62.3 -58.1 -55.6 -53.9 -52.6 -51.5 20 -66.0 -61.5 -58.9 -57.1 -55.7 -54.5 25 -68.9 -64.3 -61.5 -59.6 -58.1 -56.9 . 30 -71.8 -67.0 -64.2 -62.2 -60.6 -59.3 40 -76.2 -71.1 -68.1 -66.0 -64.3 -63.0 50 -79.9 -74.5 -71.4 -69.1 -67.4 -66.0 60 -82.8 -77.2 -74.0 -71.7 -69.9 -68.4 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). 1 At 77, h 8% REM T q N OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO sa , I , BY: .. . ... Viarni Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SURIFCT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ,, `j MIAMI•D�4DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: NIIAMI 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.gov/buidingcode 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. F1L - 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Lr Manuel Per Product Control NOA No 07-0: 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 "Saflex 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 Edmund() 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 Exa 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) LITES 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. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7h6° 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 IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMP*: (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. I. 13/16" LAMI IG: (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" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16° LAMI IG: (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. 13/16° LAMI IG: (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. 13/16° LAMI 10: (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" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTFRLAYER. 2. CONFIGURATIONS: O_X 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. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TMLES 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. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Q7. 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 -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CIE (V,'�;�QI,jjIPAl+I(4OI,IIJ.QNG THE HIGH VELOCITY A. T HURRICANE ZONE (HVHZ). Rerep4y Oa, F K. 4/15/07 Rw,aoy. xbtar F.K. 10/17/06 F.K. 5/13/06 Dawn By Oetb• F.K. 2/28/06 ReMabnr C RMax°ne ADD FTL -5330 TO NOTES 7 8 CHG. NOTE B TO CURRENT EDIT. CHANGE TO ASTM E 1300-02 Remote A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. crocked 8r. Oslo: J.J. 3/23/06 1070 TEOHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 00X 1529 NOKOMIS, FL 34274 Pc 1 Visibly Better GENERAL MOTES1 ' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S"mmmrat HR710 1 m 11 aa.aoe 4127 -10 C PRODUCT REVISED w complying with the Florida Solid:sg Code At.,,.:p coca No 0 Expiration Date By M Di ' on 3Fdlf /r Robert L. Clark, F.E. PE #38712 Structural 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 1/2° NOM. GLASS BITE --C 0,61,62) 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 66,67,68,69,70,71 a m 1/2" NOM. GLASS BITE 1/8° ANNEAI Fn OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16° 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 63,64,65 1/2° NOM. GLASS BITE ..lt 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3 /16 "OR 114" AIR SPACE 1/8" or 3/16' ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI a EXTERIOR INTERIOR [� (ALL SECTIONS) PRODUCT REVISED an complying with the Florida Scilding C'edc Accepte"ro No 0 Expiration Dot By Di .. Rnvad F.K. or F.K. trawl fir F.K. aria ax F.K. Dam: 4/15/07 Datox 10/17/06 Odra 5/13/06 Oda 2/28/00 Mottos Overarm Roraima: A Cnaemer J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI 1G DETAILS oaa. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 P.O. SOX 1629 NOKOMIS, FL 34274 Etc" Visibly Better GLAZING DETAILS rxs ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Soda Full 2 d 11 *aft Ra 4127 -10 Ro L. Clerk, P.E. PE 839712 Structural //* TABLE 1. XOX (1/4,1/2,1/4) 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 98" 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 +58.8 -58.8 +56.2 -56.2 106 3/8" 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 +55.2 -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 +60.0 -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 I r +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 WIDTH TYPE 26" 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 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 I'llf. ''''L'ISE L:1:311he Florid' 8T1J Acceptance No 07 -0 m y 66" 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 +74.2 -74.2 +70.2 -70.2 72" 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 +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. By ,. ` ` ' i0D GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX 8 XO) AND FTL-5330 A. 5/16" LAM! - (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" LAM! - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAM! IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM! - (1 /8 "A, .090,1/8 "A) H. 13/16" LAM! IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM! - (1 /8 "A, .090,1 /8 "HS) I. 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" LAM! IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM! - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM! - (3/16 "HS, .090, 3/16"HS) iY / Q d 1C P.E. Robe L. E U3 2 P971 structural C4 4 0. 4/ 16/07 AD INTEGRAL FIN OPTION 8 UPDATE E 1300 -02 DPs 1070 TECHNOLOGY 1070 T ECHNOLOGY DRIVE FL 34275 NO PA. IS, 15720 4 KOMIS, FL 427 - Visa* DESIGN P RESSURES as": 10/17/06 REVISE DP TABLES TO ASTM E 1300 -02 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 6/13/06 naa: 2/21/06 ADD AIR SPACE DIMENSION GLASS TYPES 0 THRU L. 3/23/06 BMfv HR710 ' NTS 3 '" 11 ms.nmxa 4127 -10 ^°" C aea" F.K ReadfID F.K. R"ra"ar. F.K. arson er F.K. 57 DLf FL LI mb: 4/15/07 Od 10/17/06 Gab: 5/13/08 228/06 27 3/8° MAX. DLO VENT 111° MAX. WIDTH FLANGE FRAME 54 5/16" MAX. DLO FIXED 0 110" MAX. WIDTH I.F. FRAME DETAIL B - XOX (114-112 -1/4) DETAIL A - OX OR XO 'We** : ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER C CONSTRUCTION DETAIL FROM SHT. B. Ateorm B NO CHANGE THIS SHEET Faams: A - NO CHANGE THIS SHEET 070 TECHNOLOGY DRIVE NOKOMIS. FL 34270 P.O. BOX 1529 NOKOMIS. FL 34274 erwweer. Wee J.J. 3/23/06 GE dE G. A Visibly Better sw.v"e"" HR710 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT FIXED 85 7/16" MAX. WIDTH I.F. FRAME I 86 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 AT HEAD AND SILL VIEW D -D (FRAME CORNER CONSTRUCTION) P T ELEVATIONS . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NTS 4 a 11 I.F. FRAME FLANGE FRAME orre ae. 4127 -10 1 © 1 - D D. DEVISED with the Florida t;:.. •nee No 07' , 0 : a1wo Dale .P ZO / By /J , Miami , ade `rod CoaUO Dl o a V DLO FIXED CTj DLO VENT r A 3/8" AX. 3 ALL KED TES A b6" MAX. DLO VENTS ALL 62' I.F. FRAME ALL CONFIG. I 63° M FLAN FRAI AL I CONF MAX A C 73° MAX. WIDTH I.F. FRAME -►1I A L.-- La 74" MAX. WIDTH FLANGE FRAME aea" F.K ReadfID F.K. R"ra"ar. F.K. arson er F.K. 57 DLf FL LI mb: 4/15/07 Od 10/17/06 Gab: 5/13/08 228/06 27 3/8° MAX. DLO VENT 111° MAX. WIDTH FLANGE FRAME 54 5/16" MAX. DLO FIXED 0 110" MAX. WIDTH I.F. FRAME DETAIL B - XOX (114-112 -1/4) DETAIL A - OX OR XO 'We** : ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER C CONSTRUCTION DETAIL FROM SHT. B. Ateorm B NO CHANGE THIS SHEET Faams: A - NO CHANGE THIS SHEET 070 TECHNOLOGY DRIVE NOKOMIS. FL 34270 P.O. BOX 1529 NOKOMIS. FL 34274 erwweer. Wee J.J. 3/23/06 GE dE G. A Visibly Better sw.v"e"" HR710 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT FIXED 85 7/16" MAX. WIDTH I.F. FRAME I 86 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 AT HEAD AND SILL VIEW D -D (FRAME CORNER CONSTRUCTION) P T ELEVATIONS . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NTS 4 a 11 I.F. FRAME FLANGE FRAME orre ae. 4127 -10 1 © 1 - D D. DEVISED with the Florida t;:.. •nee No 07' , 0 : a1wo Dale .P ZO / By /J , Miami , ade `rod CoaUO Dl o a MAX. HEIGHT FLANGE FRAME 4 INTERIOR SECTION C -C (VERTICAL SECTION, FLANGE FRAME) INTERIOR EXTERIOR INTERIOR k— MAX. FIXED DLO -- ° - 1 MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE k- MAX. FIXED DLO —. I MAX. VENT DLO — MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) EXTERIOR INTERIOR A I SILL (VERTICAL SECTION, I.F. FRAME) Q HEAD (VERTICAL SECTION, I.F. FRAME)) PRODUCT REVISED 4 car it i'g with the Florida ,, Code Accay,;.r,t : No irotica Dine per F.K. Read Syr F.K. Rermee F.K o,E.egr F.K. 4/16/07 fievisbna ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Damc 3/23/06 10/17/08 0010 5/13/08 oma: 2/28/06 nerlakensr S aeA m d/er. J.J. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.O. BOX 1823 NOKOMIS, FL 34274 Pic," Visibly Better SECTIONS Tee ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aexruraer HR710 Half 5 n 11. 4127 -10 Rev: C / #f7 Robert L. Clark, PE. PE #39712 Structural ITIIYI DWG# REV DESCRIPTION MATT, PGT# ITEM, DWG# REVI DESCRIPTION I MAIL 1 PGC# ] 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 ' 66 GLASS 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 " _ 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) - 3 #8 X 3/4 PH. PAN HEAD 7834AA 68 " 13/16" LAMI I61 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8"Iis) 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 69 " 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB,1 /8 "HS) 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 " 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1 /8 "HS) 1 4131 ROLLER TRACK 6063-T6 AL 64131 72 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "A, .090PVB, 3/16"A) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" LAMI IG- 1/8 "A,1 /4" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3 /]6 "HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 13 4002 A FLANGEFRAMEJAMB 6063 -T6 AL 612225 75 " 13/16" LA MI IG-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A_, .090 PVB, 3/16"A) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 76 13 /16 " LAMI IG•3 /16 "A, 3/16" AIR SPACE, 7/ 16 "LAMI(3 /16 "A,.090PVB,3 /16 "HS) 15 1155 #8 X 1.000 QUAD PN. SMS 78IPQA 77 " 13 /16 " LAMI IG•3 /I6 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS). 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -HH4 AL 17 4054 B FIXED MEETINGRALL 606311D -T6 AL 64054A 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 14 4066 WSTP.,.187 X .230, FIN SEAL 640666 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 23 225-1 ROLLER HOUSING & GUIDE 42112HD 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 24 226 BRASS ROLLER WHEELS BRASS 7BRW HL2 96 SCREEN CLOTH 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N the PRODUCT REVISED as complying with the Florida gwiire Acceptance nce ceN Accepta No 0 — 32 33 4006 1235 D SASH MEETING RAIL WSTP.,.170 X 270 BACK, FIN SEAL 6063HS -T6 AL 64006 67S16G 2.710 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 2.62 os2 38 1683 WSTP.,.250 X 270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187X 67070K 40 LIFT RAIL COVER CAP 74078 "C' L OR R 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 Q Q O I.F. FRAME HEAD 42 43 4140 4141 I.F. FRAME SILL I.F. FRAME JAMB 6063 -T6 AL 6063 -T6 AL 64140 64141 © #4139, 6063 T6 �..� I 50 GLAZING SILICONE DOW 899, 995 OREQUIVAIENT 51 1224 VINYL GAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB 6TP248K 2.784 53 4039 B GLAZINGBEAD - 5/16" 6063 -T5 AL 64039B �'4��' 54 55 4044 4222 B A GLAZING BEAD - 5/16" W /GRILL KIT GLAZING BEAD - 7/16" 6063 -T5 AL 6063 -T5 AL 644703 64222 .0622 m J l52 Expiration Data 8 -lit - By /L /_ - nit D • o 56 985 C GLAZINGBEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 �— 1.988 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 I.F. FRAME JAMB '2.710 60 61 GLASS 5/16' LAMI(1 /8" A, .090 PVB, 1/8" A) 5/16 LAMI (1/8" A, .090 PVB, 1/8" HS) 10 0 #4141, 8083 - T6 ��!! p v - obe L. Clark, P.E. PE #39712 Structural 62 " 5/16" LAMI (1/8" HS, .090 PVB, HS) 63 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, , PVB, 3/16" 4-- FRAME 65 . 316 HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A .F. #4140, 8063 - T6 T6 Re ler uofir F.K. 4/15/07 m � �m�¢�' ADD ITEMS 41, 42843 NO CHANGE THIS SHEET ADD SPACE DIMENSIONS ITEMS 66 THRU 77 0 DRIVE NOKOMIO• FL 34275 P.O. BOX 1521 NOKOMIS, FL 34274 Visibly Better o . PARTS LIST Ely: Dater FJC 10/17/06 A' ALUM. HORIZONTAL ROLLER WINDOW, IMPAC weer. me: F.K. 5/13/06 trootcore HR710 NTS 6 . 11 a.++tww 4127 -10 Q1 (� Datx a FK 8/08 3/06 Render F.K Read Sr F.K. "earn er FK 1.373 1 710- 1 FLANGE FRAME HEAD #4102A,6063 -T6 -- ►-II-- --.062 .490 I r O SASH STOP #4025, 6063-T5 I f 1] 1+1.349 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 -- '678 1.096 - O GLAZING BEAD, 5/16" #40445, 6063 -T5 (USED W/ GRILL KIT) Read Dale: ReWMe: F.K. 4/15/07 C and 10/17/06 5/13/06 Gem 2/28/08 Ratmatrg Revisions A Checked Os J J. .062 1.183 73 O HORIZ. ROLLER TRACK #4131, 6083-T6 1. .062 CD FLANGE FRAME SILL #4136, 6063 -T6 050 II 1 12 .678 1.096 I 1.� 56 GLAZING BEAD 7/16" #4222A, 6063-T5 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET oar 3/23/06 3.152 f_ 1.081 1+ 1+1.291 32 SASH MTG. RAIL 37 SASH SIDE RAIL #4006D, 6063HS T6 #4126, 6083-T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P BOX 1628 NOKOMIS, FL 34274 Visibly Better O FRAME SILL ADAPTER #4137,6063 -T6 .050 - .678 1.116 56 GLAZING BEAD, 7/16" #9850,6063 -T5 (USED WI GRILL KIT) 6adedxedee HR710 Half 1.403+ 17 FIXED MEETING RAIL #4054B, 6063HD-T6 65(=.1 .678 1.096 —�» i 53 GLAZING BEAD, 5/16" #4039B, 6063-T5 .683 —.050 Saone 7 - 11 .097 59 GLAZING BEAD, 13/16" #4067, 8063-T5 Desotabrr EXTRUSIONS ree: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 4127-10 r 04. . 738 F^- 1.443 -[ O SASH STOP COVER #4053, 6063-75 T 1.363 13 FLANGE FRAME JAMB #4002A, 6063-T6 C PRODUCT REVISED as complying with tiro Florida Anllding Code Accepmnco No G Expiration Data g /// / f :-- Robert L. Clark, P.E. PE 1139112 Structural ANCHOR QUANTITIES, XOX (1/4. 112.114) WINDOWS TABLE 4 NOTES: - 1. ANCHORTYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (GS) - ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2 . 3 , WOOD 2, CONC 1, CONC 2,3, WOOD L Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL f HEAD & SILL ' w 2 HEAD & SILL a ti g HEAD & SILL ' 2 HEAD & SILL " uJ g HEAD & SILL ' co 2. GLASS TYPES: g A. 5/16 LAM - (1/8" A,.090, 1/8 A) a B.5H8 " LAMI - (VW A.080,1/8 "HS) ° 53.125 x 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 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 C.7 /16 LAMI -( D. 7/16° LAMI - (3/16' A ,.OB09 O, 3 3/16 ° A A) /16) 1 +02 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16° HS) 1 +C2 +1 +02 +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 +1 +C2 +1 3 F. 7/16" LAMI- (3/16" HS,.090,3/16° HS) 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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16 LAMI - (1/8" A,.090, 1/8' HS) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +(2+1 +C2 +1 3 I. 13/16° LAMI 10 -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 LAMI 10 -1/8 OR 3/16 A, 3/16 OR 1/4 SPACE, 7/16 LAMI - (3/16° A,.090, 3/18' A) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +03+1 3 K. 13/18 LAMI IG - 1/8° OR 3/16° A, 3/16° OR 114" SPACE, 7/16 LAMI - (3/16 A,.090, 3/16" HS) 80.000 x 38.375 48.000 50.818 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 +C2 +1 +02+1 2 1 +02 +2 +02 +1 2 L. 13/18° LAMI IG -1/8" OR 3/18" A, 3118° OR 1!4° SPACE, 7118 LAMI - (3/16" HS,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +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 +02 +1 +C2+1 3 1 +02 +1 +C2 +1 3 1 +02+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 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1+02 +2 +02 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 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 +02 +1+02 +1 3 1 +03 +2 +03 +1 3 25 314 MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2" MAX. O.C. 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +2 +03+1 3 TABLE KEY: 74.000x 38.375 48.000 50.625 54.000 60.000 83.000 1 +02 +2 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02+2+02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2+02 +1 2 1 +02 +2 +02+1 2 X 0 X 1 +02 +2 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 I1 +03 +4 +03 +1) 3 I-+-- ANCHOR QUANTITY PER JAMB t HEAD AND SILL ANCHOR QUANTITY. 1 +02 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03 +2 +03+1 3 A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1+02+2+02+1 3 1 +03+2 +C3 +1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +2 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+2 +03 +1 3 1 +C3 +2 +03+1 3 1 +02+2 +02 +1 3 1 +03 +2 +03 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD SILL. 84.000x 38.375 48.000 50.626 54.000 60.000 63.000 1 +C2 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +3+02 +1 2 (12) AND 1 +02 +2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +02 +1 3 1+02+2 +02 +1 3 1 +03 +3+03+1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +03 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +04 +3+04 +1 3 126 3/4' max. �3° MIN. 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +0341 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1 +04 +3+01 +1 3 I___ PAOP.UCrpRV1SHD as cca:�,7` with au! Florida A A No C. 4 , : 0 g gxPvaon / NIL,. HY / 7.. , 1 11 1 1 1 1 1 1 1 1 X 1 +02+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +03+1 3 1 +C3 +2 +03+1 3 1 +C2 +2 +02 +1 3 1 +C4 +3+04 +1 9° REF. 3 X O 108.375x 38.375 48.000 50.825 84.000 60.000 63.000 1 +02+2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +3 +02 +1 2 1 +02 +3+02 +1 2 1 +02 +3 +02 +1 2 1 +02 +4 +02 +1 2 TYP.- 1 +C2 +3+C2 +1 3 1 +02 +2 +C2 +1 3 1 +03 +3 +03+1 3 1 +03+3 +C3 +1 3 1 +02 +3 +02 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL, W/ QTY. OF (3) ANCHORS 1 +02+3+02 +1 3 1 +02 +2 +02 +1 3 1 +03 +3+03 +1 3 1 +03 +3 +03+1 3 1 +03 +3+03 +1 3 1 +03 +4 +03+1 3 EXAMPLE CLUSTER 1 +03+3 +03+1 3 1 +02 +2+02 +1 3 1 +03+3 +03+1 3 1 +C3+3+C3+1 3 1 +03 +3+03 +1 3 1 +04 +4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX ° TYP. 1 +C3+3+C3+1 3 1 +02 +2 +02 +1 3 1+04 +3+04 +1 3 1 +04+3 +C4 +1 4 1 +03 +3+03+1 3 1 +01+4 +0,4+1 3 1 +0343 +03+1 3 1 +02 +2 +C2 +1 3 1 +04 +3 +04+1 3 1 +04 +3 +04+1 4 1 +C4 +3 +C4 +1 3 1 +C5+4 +C5+1 3 25 3/4" 111.000x 38.375 _ - - - r §EEEE x ;WS M g & 1 +02 +3+02 +1 2 1+02 +2 +02 +1 2 1+02 +3+02 +1 2 1 +02 +3+02 +1 3 1 +02 +3+02 +1 2 1 +02 +4+02 +1 2 -� +-1 112 1+ MIN. 1 +C2 +3+02 +1 3 1 +02 +2 +02+1 3 1 +03+3+03+1 3 1 +C3 +3+C3+1 3 1 +02+3 +02 +1 3 1 +03 +4 +03+1 3 9° REF. 1 1111 1 I 1 1 1 I �( Robert L. Clark, P.E. PE 1Kv9T12 Structural 1 +02 +3+02 +1 3 1 +02+2 +02 +1 3 1 +03+3+03 +1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +03 +4+03+1 3 7 } - x O X 1 +03 +3 +03 +1 3 1 +C2 +2+02 +1 3 1 +03+3+03+1 3 1 +03 +3 +03+1 3 1+C3f3+C3+1 3 1 +C4 +4 +04 +1 3 \� - -� -- 1 +03+3+03+1 3 1 +C2 +2 +C2 +1 3 1 +01+3+04 +1 3. 1 +04 +3 +04+1 4 1+03 +3+03 +1 3 1 +04 +4 +04 +1 3 MTG. RAIL, TYP.- 1 +03+3+03+1 3 1+02 +2+02 +1 TABLE 4, SELECT 3 1 +04 +3+04 +1 VALUES DUE TO 3 1 +04+3+04 +1 4 1 +04 +3+04 +1 3 1 +C5 +4 +C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS F K. 405/07 C UPDATE ANCHOR CAP. ADJ ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Fetal ay F.K. o°m: 10/17/06 p.,,B na B REVISE ANCHORAGE FORMAT. HEAD 8 SILL CLUSTERS 1 070 TECHNOLOGY DRIVE NOKOMIB, FL 34276 T°'"' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. tluv°, er F.K. mi. 5/13/06 r» 2!28/06 ae1 A J.J. ADD SPACE DIMENSIONS GLASS TYPES G THRU L. �, 3/23/06 P.O. BOX 1029 NOROMIS, FL 3427 Visibly Better HR710 NTS 8 m 11 (mktg. 4127 - 10 tar C ANCHOR QUANTITIES, XOX (113 -1/3 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) - ANCHOR TYPE3 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 & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL m I HEAD & SILL 0 !d HEAD & SILL m g HEAD & SILL ' 2 2 HEAD & SILL ' m 2 HEAD & SILL - 2 2. GLASS TYPES: g A. 5118 LAMI - (1/8" 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 +02+1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 C. 5/16° LAMI - (1/8" HS,.090, 1/8' HS) 1 +02 +1 +02 +1 3 1 +02 +1 +0+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 D.7 /16 " LAMI - (3/16 "A.090,3 /16 ° A) ' E. 7/16 LAMI A,.090, 3/16" 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 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 - (3/16" HS) 3 F. 7/16" LAMI - (3/16 HS,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 G. 13/16" LAMI IG - 1/8 OR 3/16 A, 5/16 OR 3/8' SPACE, 5/16" LAMI - (1/8° A,.090, 118 A) 1 +C2 +1 +C2 +1 3 1 +02 +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 +02 +1 3 H. 13/16" LAMI 10 -1/8° OR 3/16° A, 5/16 3/8° SPACE, 5/16" LAMI - (1/8 A,.090, 1/8" HS) 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +CZ +1 3 1+02+1+02+1 3 1 +C3+1 +03 +1 3 I. 13/16° LAMI IG - 1/8" OR 3/16 A, 5/16" OR 3/8° SPACE, 5/16" LAMI - (118° HS,.090, 1/8 HS) J. 13/18" LAMI 10 - 1/8° OR 3/16° A, 3/16' OR 1/4" SPACE, 7/16" LAMI 53.125x 38.375 48.000 50.825 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 - (3/16" A,.090, 3/16" A) 2 K. 13/16" LAMI 10 - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116 A,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +02+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 +C2 +1 3 L. 13/16° LAMI I - 1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16° HS) 1 +02 +1 +02 +1 3 1 +02 +1 +0+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+C2 +1 3 1 +02 +7 +02 +1 3 1 +02 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48,000 50.625 54.000 80.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 25 JAMBS: 9" MAX. 3/4" MAX FROM CM CORNERS M CORNERS AND 22 1 /2" MAX O.C. 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02+13 1 +C2 +1 +C2 +1 3 1+C2 +1 +02 +1 3 TABLE KEY: 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 X 0 X 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1+C3+1+C3+1 I 3 -- ANCHOR QUANTITY PER JAMB 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 +C2 +1 +C2 +1 3 1+03 +1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +02 +1+C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 2 1 +02 +1 +02 +1 3 1+C3+1+0,3+1 2 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1+C3 +1 +C3+1 2 1 +02 +1 +02 +1 3 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 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +0+1 3 1 +02 +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 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03 +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 1 +C3+1 +C3 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +0+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3 +1 3 1 +03 +1 +03 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 74.000x 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 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C3 +1 +03+1 3 I ( 25 3/4" MAX -- 11+ --3" MIN PRODUCT REVISED e; conn;yitg w,lb Um Flotide Build . 0 1 +02 +1 +C2+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3 +1 3 t I II I LiI I 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 9° REF. 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03 +1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03 +1 3 7 1 +0+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C3+1 +03 +1 3 1 +C3+1 +03 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 94.000 x 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 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 MTG. RAIL, TYP. 2 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +0+1 +C2 +1 3 1 +03 +1 +03 +1 3 1 +C3 +1 +C3+1 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 3 AcceplVncsNoI 3 (SHOWN IN TABLE KEY ABOVE) Ex. ,tatiwtDDtc f ZZlF :.o/I By J.17. - _ MI '.. Deck Product , 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1+C3 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +03 +1 3 1 +02 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +03 +1 +C3 +1 4 1 +C3 +1 +C3+1 3 1 +C3+1 +C3 +1 3 [ 25 3/4 MAX. "TYP. 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1+C3+1 C3+1 4 1 +03 +1 +03+1 3 1 +04 +1 +04 +1 4 I -- +-1 112 1--.--3° MIN. 88.437x 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 +02 +1 +02 +1 2 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 2 1 +C2+1+C2+1 2 1- �� 0- /v o 7 Robert L. Clerk, P.E. PE 039712 Structure! 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9 ° j X 0 OP 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 +1 +C3 +1 3 ` - 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +03 +1 3 1 +C2 +1 +C2 +1 3 1 +0+1 +02 +1 3 1 +C3 +1 +C3 +1 3 1 +03+1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP. 1 +03 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +03 +1 4 1 +C3+1 +C3 +1 3 1 +C4 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rand 5 . F.K. testa M15/07 UPDAiETABLES ,SEIECTVALUESDUETOANCHORCAP.ADd 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. SOX 1520 NOKOMIS, FL 34274 ANCHORAGESPACING (1/3-1/3-1/3) Tom' � ALUM HORIZONTAL ROLLER WINDOW, IMPACT /m° .K F .K. Data 10/17/06 REVISEANCHORAGEF0RMAT, HEAD &SILL CLUSTERS ru su,. ADD SPACE DIMENSIONS GLASS TYPES O THRU L. F.K. Damn 05 F.K 5/13/08 D 2118/06 Data 3/13/06 etter Visibly Bates HR710 r N T$ 9 > 1 4127 1 aer C ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE > & SUBSTRATE WINDOW SIZE W V H 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 83.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 80.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Revt0 ar F.K. Rimer F.I( Re,mey. F.K. ore. sr F.K. 4/15/07 Ow: 10/17/06 am.: 5/13/06 2/28/O6 GLASS TYPES A,B,G,H 2,3, WOOD ZONES Q O _ ,8 1 +C2 +1 1+62+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+62+1 1 +C2 +1 1 +C2 +1 1 +03 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1+62+1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +03+1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2+62+2 2 +C3 +2 2 +C3 +2 2 +C3 +2 1 +C3 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 Rstrekor Ra+.n c El R°.teuo• A Cre°.eaar. J.J. U) 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 3 4 4 4 4 4 3 4 4 4 4 4 2, CONC ZONES o J 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2+1 1+62+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +6.3+1 1 +C3+1 1+62+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +C2+2 2 +C2 +2 2 +C2 +2 2+63+2 1 +C3 +1 CO 2 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 1 +C3+1 3 1, CONC ZONES Q 0 X 06 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +63 +1 1 +C3 +1 1+62+1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1+C3 +1 1 +C3 +1 1 +C3+1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3+2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C4 +2 to m 2 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 2 3 3 3 4 4 3 4 4 4 3 4 4 4 4 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD ZONES mi _ 06 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +62 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2+2 2 +C3 +2 2 +C3 +2 2 +03 +2 2 +C3 +2 2+62+2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 y 4 0 2 3 3 3 2 3 3 3 1 +C3+1 1 +C3 +1 1 +C2 +1 3 3 2 3 3 3 4 4 3 3 4 4 3 2 +C3 +2 2 +C3 +2 4 4 4 4 3 4 4 4 5 5 CHG. TABLE S TOE, & SELECT VALUES DUE TO ANCHOR CAP. AD./ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Darr 3/23/06 2, CONC ZONES d .8 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2+1 1 +C2+1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C2+2 2 +C3 +2 2 +C3 +2 2 +C3 +2 0, m 2 3 3 3 3 2 3 3 1 +C3 +1 1 +C3 +1 1 +C2 +1 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 4 1, CONC ZONES 0 0 (71 J 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1+C2 +1 1 +03 +1 1 +C3 +1 1 +C3 +1 1+63+1 1 +C3 +1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +04 +2 2 +C2 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3+2 2 +C4 +2 2 +C4 +2 2 +C4 +2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 0) m Q 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 3 2 +C3 +2 2 +C3 +2 3 3 4 4 4 3 4 4 4 4 5 P ST Visibly Better NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.0.90,1/8' A) B. 6/16' LAMI - (1/8° A,.090, 1/8" HS) C. 5/18" 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 - 1/8" OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16° LAMI 10 -1/8° OR 3/16" A, 6/16° OR 3/8° SPACE, 5/16" LAMI I. 13/16' LAMI IG -1/8° OR 3/16' A, 5/16' OR 318" SPACE, 5/18 "'LAMI - J. 13/16° LAMI IG -1/8" OR 3/16' A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI lG -1/8° OR 3/16" A, 3/16" OR 1/4' SPACE, 7/18' LAMI - L. 13/16° LAMI 10 -1/8° OR 3/16' A, 3/16' OR 1/4" SPACE, 7/16' LAMI 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 8 SILL: 101/2' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX O.C. TABLE KEY: O X 9' REF. s.mter"¢ HR710 I2+C3 +21 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) 183/4' MAX. - 1 -+--3° MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) rr 18 3/4" MAX. 11/2 "TYP. 3° MIN. 9" REF, r MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Orametero ANCHORAGE SPACING, OX AND XO WINDOWS rac ALUM. HORIZONTAL ROLLER WINDOW, IMPACT , NTS 10 " 11 doing ar 4127 -10 Foe C - (1/8" A,.090, 1/8' A) - (1/8" A,.090, 1/8° HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16' HS,.090, 3/16" HS) PRODUCT REVISED as mp ; ' 4 -with the Florida Bcildin9 Cod: Acceptance No .. S,t?cJ Expiration Date By Mi:. • ado Product D on Robert L. Clark. PE. PE 039712 Structural A A- MIN. 3.4 KSI CONCRETE WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR, NOTE 1 1 /4' MAX. SHIM 1 I 1 3/8" MIN. 1 3/4" MIN. E.D. TYP. NOTE 1A 1x WOOD _ NOTE 3 /4" MAX. SHIM 2x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1 3/4" MIN. MIN. 3.4 KSI__/ / I ED. TYP. © , $ CONCRETE 2x WOOD A DETAIL C BUCK, NOTE 3 DETAIL D A TYPICAL FLANGE FRAME SILL SECTIONS 1/4° MAX. SHIM 1/4" MAX. SHIM 1 1 3/8" MIN. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B 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 TYPICAL FLANGE FRAME HEAD SECTIONS #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!4° MAX. SHIM 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENODITION. �r (1.5 KSI CMU) V OR PER NOTE 1 A ' (3.4 KSI CONCRETE) 1 3/4" EXTERIOR INTERIOR MIN. E.D (H & SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM I xc •NOTE 1 LA '" '; 1 3/8" MIN. Q NAILING NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO LE TAPCONS EMBEDED 1 3/8° MIN. OR 114" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. 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 #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 1 112 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. DETAIL G (SILL)© DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" 0.C. TYPICAL DETAILS 0, H & I, DETAIL I (JAMB) A TYPICAL INTEGRAL FIN FRAME SECTIONS SEE NAILING Mr:: ...... es c. 8:...- • Atrial. No - 21„.0q E;:.;ndion Data r4 t/ 7 / A By F.K. r F.K. ally: F.X. oar. 4/15/07 10/17/06 0t 5/13106 REVISE EDGE DIST , EMBEDMENT & SHT. REFERENCES ADD NOTE S ore""er F.K. X8/06 gotionm Rot*. B A Chede J.J. REVISE NOTES 1 & 2 REGARD/NG TRIMFIT HD. & EMBEDMENT. ADD I.F. FRAME CHG. NOTE B TO FBC, CURRENT EDITTON" 3/23/06 1070 TECHNOLOGY DRNE NOKOMIS, FL 34278 P.O. BO% 1828 NOKOMIS, FL 34274 P Visibly Better ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710. Half X 11 m 11 4127 -10 /, Robert L. Clark, P.E. PE 139712 Structural MIAMI DADE 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 1 "X Heavy Wall Aluminwnfiube`Clipped Million L.M I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 renews and revises NOA # 04 - 0528.05 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 Jaime D. Gaston, P.E. (9 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.buildinacodeonline.com NOA No 06. 0125.07 Expiration Date: June 28,2011 Apgrovaiihte: July: 20, Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 004 - 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04`0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 Aa" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chid, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 M 1 4 M2 -1 / r / F_wi W2 ANCHORS DETAIL 8 ", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W14-W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = HI ANCHORS DETAIL A ANCHORS DETAIL A w ANCHORS DETAIL B "C" OR "0" AT BOTH ENDS AND AT BOTTOMS i _W1 y / W2 / W3 -- w W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR WI+W2+W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT. MULLIONS NOTES; 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NOS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 16, TO THE STRUCTURE. abort l.' Clock P.E PE ®39712 Structural ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS TO BE USED ANCHORS DETAIL "8", C" OR "D" BOTH ENDS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MULLION W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DEIERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS ONLY WITH PGT INDUSTRIES PRODUCTS F Ker• 5/30/06 Revision= — NOTES 5 & 6 Re 8y. Rem F.K. 5/5/06 C—ADD TECH. REFS. Dram 9y: P.J.P. 48/00 ULLION H = H I +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W Oesal -Roan 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Series /Model: Staten Sheet Drawing No. MULLS NTS 1 a 7 6221 Rev. D WOOD BUCK PGT 1x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION 1" 1 MULL= i" MIN. PGT 1 x MULLION SEE NOTES 2 & 3 MIN. Z-11(TYP) 1h(TYP) OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULLION 2 ° OR 4" (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL 4" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL — TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK REMOVED TO CONCRETE #12 SCREW, SEE NOTE 3 SEE • • NOTE 1• #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYP CAL, MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE 1S 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE 1' 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR PGT 1x MULLION -- R obert L Clark, P.E PE ®39712 Structural h •• WOOD MIN. [ BUCK 11(TYp) 1 (TIP SEE NOTE 1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK - REMOVED FROM CONC.. DETAIL "C" -•--2" OR 4 "•• 2i( ) 1 (TYP SEE NOTE 1 • WOOD BUCK TO BE USED ONLY WITH PGT FT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. 60X 1529 NOKOMIS, FL 34274 R By: F.K. Rend By F.K. Chaim Br• P.J.P. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT r TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" INDUSTRIES PRODUCTS 5 30/06 3/04 478/00 MASONRY ANCHOR, SEE NOTES 1 & 3 ReWstanx 0- MODIFY NOTES 3 & 5 Rowleonx C EMBED DETAILS DesatptIon: 1" HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Series /Mode Soale Sheet Drawing No. MULLS NTS 2 of 7 6221 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1 " MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 I x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 1 3/16 1 15/16 1 3/8 3 3/16 TWO.. (2) -ANCHOR LOCATIONS NOTES: LOCATIONS A/2 MIN. MIN. 0 ONE (1) ANCHOR ® TWO (2) ANCHOR LOCATION LOCATION 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. MIN.TYP. 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE RtttH TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. .3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (2)EQ. SP. (A- 3/4)/2 Robert L. Clark, P.E PE #38712 Structural QD THREE (39 ANCHOR © FOUR (4) ANCHOR LOCATIONS MIN. ® THREE (3) ANCHOR LOCATIONS MIN.TYP. (4)EQ. SP. (A- 3/4)/4 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS IUT 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MIN. ® FIVE (5) ANCHOR LOCATIONS Reod By. R°11.: S X (6) ANCHOR LOCATIONS 30/06 575/06 MIN. TYP. D— ON CHO MIS SHT C � W, ADD DN.kNOTE Drown WA P.J.P. 428/00 PRODUCT NENEWED N o ,.,, voimik, a le" — DeseriptIon: 1" HEAVY WALL, ANCHOR LOCATIONS Tltle: ALUMINUM TUBE CLIPPED MULLION Series /mw MULLS NTS Sheet or Mewing No. 6221 Rev: D 1 -- _ - r r 3 4 3 T3 1 2 3 tx HEAVY WALL MOLLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 2 4 Clark. P.E PE l39712 Structural —1 3 TO BE USED ONLY 1070 TECHNOLOGY DRIVE NOKOMIS, Fl 34275 P.O. SOX 1 529 NOKOMIS Ft. 34274 1 WITH PGT INDUSTRIES PRODUCTS Re FZ 30/06 0 fO CHG TH1S SHT F K. 55/06 C— NO THis SHT Orarn 9 F.J.P. 48/00 Description: 1" HEAVY WALL, MULLION PROFILES Sala: ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet. Drawing No. MULLS 1 X 4 a 7 6221 Rov: D CHART 2. -txx 75xx.375 QTY. & TYP. ' ANCHOR CUP TO OPENING CLIP TO MULL 42 MSS 48 64 60 63 66 72 76 78 84 90 98 108 111 ANCHOR CLIP TO OPENING CLIP TO MULL 0 42 as 60.626 54 60 63 66 72 76 78 84 90 98 OPENING WIDTH IN INCHES 50 (2) A (3) B (3) B 170 170 170 166 145 131 113 86 73 67 54 43 38 25 23 50 (2) A (2) B (1) B 155 129 115 94 87 58 50 38 32 30 24 19 16 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 60 (2) A (2) B (1) B 142 116 100 81 58 49 43 32 27 25 20 16 (2) A (3) B (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 21 19 70 (2) A (2) B (1) B 134 107 91 73 51 44 38 29 24 22 17 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 62 57 45 37 30 21 19 80 (2) A (2) B (1) B 130 102 85 68 47 40 34 26 22 20 18 70 (2) A (3) B (3) B 170 181 148 135 116 99 85 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) B 130 100 82 64 44 37 32 24 20 18 (3) A (3) B (3) B 170 170 170 165 116 85 65 54 50 40 32 26 18 17 100 (2) A (2) B (1) B 130 99 80 22 18 17 80 (2) A (3) B (3) B 170 154 140 128 101 90 77 58 49 45 35 28 23 16 15 110 (2) A (2) B (1) B 130 99 80 62 41 34 29 21 17 16 (3) A (3) B (3) B 170 170 170 153 107 77 58 49 45 35 28 23 16 15 120 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 15 90 (2) A (3) B (3) B 170 150 136 121 100 84 72 54 45 41 32 26 21 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 15 (3) A (3) B (3) B 170 170 170 146 100 84 72 54 45 41 32 26 21 CHART 1. - 1x2x.375 QTY. S TYP. OPENING WIDTH IN INCHES 160 (2) A (2) B (1) B 130 99 80 83 42 35 30 62 41 34 28 20 16 100 (2) A (3) B (3) B 170 149 134 119 96 80 68 50 42 38 30 24 19 (3) A (4) B (3) B 170 170 170 142 96 80 68 50 42 38 30 24 19 110 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 93 65 48 40 36 . 28 22 18 120 (2) A (3) B (3) B 170 149 134 118 92 76 64 46 38 35 27 21 17 (3) A (4) B (3) B 170 170 170 141 92 76 64 46 38 35 27 21 17 Robert L Clark. P.E. PE #39712 Structural 130 (2) A (3) B (3) B 170 149 134 118 92 76 63 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 160 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 38 32 24 19 15 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A ELCO 1/4 TAPCONS, EMBED. (1 1/4 ") OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 30/06 5/5/06 aav�8y Rers Doran fly: P.J.P. Se.tee/Mode1: MULLS Vertical Mull �0pening� Width Mull Length Horizontal Mull Opening Width F--- Mull Length Multiple Mulled Units. Opening Width Mull Length 48/00 RaWalons: D -NO CHO THIS SHT Seale: NTS C MAR ED REVISIONS Desa/pton: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 TIME ALUMINUM TUBE CLIPPED MULLION Sheet 5 or 7 Mover WeWWP • e romat lrifitme AaaptaeoeNo % X1 7- E>piralr 17711 llt Drawing No. 6221 Rev, D CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR CUP TO OPENING CLIP TO MULL 0 0 z t7 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 OPENING WIDTH IN INCHES 50 (3) B (2) B 170 170 166 152 133 125 118 106 91 84 67 54 44 31 29 (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 84 67 54 44 31 29 60 (3) B (2) B 170 160 148 135 117 110 103 92 77 71 57 46 38 26 24 (2) A (4) B (2) B 170 170 169 155 134 126 118 92 77 71 57 48 38 26 24 70 (3) B (2) B 170 148 136 124 106 99 93 81 68 63 50 40 33 23 21 (2) A (4) B (2) B 170 169 156 142 122 114 107 81 68 63 40 33 23 21 80 (3) B (2) B 170 141 129 116 99 92 86 73 61 56 36 29 20 18 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 44 36 29 20 18 90 (3) B (2) B 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 Vertical Mull Mull Length k_Opening_f Width Horizontal Mull Opening WI th Mull Length Multiple Mulled Units Mull Length Opening Width (2) A - (4) B (2) B 170 158 143 128 107 99 90 67 56 51 40 32 26 18 17 100 (3) B (2) B 170 137 123 109 90 83 77 63 52 48 37 30 24 17 15 (2) A (4) B (2) B 170 157 141 125 103 95 85 63 52 48 37 30 24 17 15 110 (3) B (2) B 170 137 123 108 88 81 75 49 45 35 28 23 15 c ,/$4 Robert L Clark, P.E. PE #38712 Structural (2) A (4) B (2) B 170 157 141 124 101 93 82 60 49 45 35 28 23 15 120 (3) B (2) B 170 137 123 108 88 80 73 47 43 33 26 21 (2) A (4) B (2) B 170 157 141 124 100 91 80 58 47 33 26 21 I t INDUSTRIES 1070 TECHNOLOGY ERNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 130 (3) B (2) B 170 137 123 108 88 80 73 56 46 42 32 25 20 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 48 42 32 25 20 Re F B Dram By: P.J.P. Serfea /Modek MULLS 160 (3) B (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 530/ 55/06 428/00 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 45 40 30 23 18 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS D-NO CHO THIS SHT CC MARKED REVISIONS Scale: Sheet NTS 6 w Drawing No 7 6221 111017 l optrdialitssids .l . 07 1" HEAVY WALL, PRESSURE CHART 3 Rga ALUMINUM TUBE CLIPPED MULLION Rev, D CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 5 t7 2 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 (2) A (4) B (5) B 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 27 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 170 170 170 170 138 112 92 84 59 27 60 (2) A (4) B (5) B 170 170 170 170 170 159 150 134 125 121 111 95 78 54 50 22 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 160 148 117 95 78 54 50 22 70 (2) A (4) B (5) B 170 170 170 158 131 121 170 170 170 170 170 170 154 144 135 120 112 108 - 98 82 67 47 43 19 (3) A (6) B (5) B 170 170 170 165 140 129 102 82 67 47 43 19 80 (2) A (4) B (5) B 170 170 170 169 143 133 125 110 102 99 90 74 60 42 38 17 (3) A (6) B (5) B 170 170 170 170 170 170 170 148 126 116 92 74 60 42 38 17 90 (2) A (4) B (5) B 170 170 170 162 136 126 117 103 95 92 83 67 54 37 34 15 (3) A (6) B (2) A (4) B (5) B 170 170 170 170 170 170 166 136 116 106 83 67 54 37 34 15 , Vertical Mull L,Opening� Width Mull Length Horizontal Mull Opening With L Mull Length Multiple Mulled Units Mull Length ,Opening Width (5) B 112 98 90 87 77 170 170 170 157 170 128 170 117 100 _ 110 (3) A (2) A (6) B (4) B (5) B (5) B 170 170 -- 170 170 158 108 127 94 108 86 99 - 83 77 73 58 47 34 31 32 29 (3) A (6) B (5) B 170 170 170 170 170 169 150 120 102 93 73 58 47 32 29 bed Start., P.E. PE P9712 Structural 120 (2) A (4) B (5) B 170 170 170 157 127 116 106 91 83 80 69 54 44 30 27 (3) A (8) B (5) B 170 170 145 115 98 89 69 54 44 30 27 IN E5 ,.13,0 ( (4) B 170 170 170 157 127 116 105 89 81 78 52 42 28 26 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1329 NOKOMIS, FL 34274 3), A • 6) B , (5)B 170 170 170 170 170 166 170 170 170 165 144 112 95 87 66 52 42 28 26 160 (2).A (4) B (5) 170 170 170 157 127 116 105 88 75 79 62 25 23 Series/Model: MULLS (3) A (6) B (5) B 170 170 170 170 170 185 144 111 93 48 38 62 50 25 23 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET .3. TO BE USED ONLY WITH INDUSTRIES PRODUCTS e 553 %6 D f.HG THIS SHf I Re+ F K. e' C REVISIONS J i a P.J.P. 4 8/00 DeeaiFKon: 1" HEAVY WALL, PRESSURE CHART 4 Title: ALUMINUM TUBE CLIPPED MULLION Seale: NTS Sheet 7 a 7 seescwoo d G - 0'1 Doming No. 6221 Rev, D