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WS-11-600Inspection Number: INSP - 157974 Permit Number: WS -4 -11 -600 Scheduled Inspection Date: April 25, 2011 Inspector: Bruhn, Norman Owner: HUTCHESON, LYDIA Job Address: 220 NW 112 Terrace Miami Shores, FL 33168 -3332 Project: <NONE> Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments REPLACEMENT OF 23 WINDOWS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. April 22, 2011 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360010310 Phone: (305)341 -5663 Page 14 of 26 Permit No. Tax Folio No. //'"' .9f 346 " ©d' / - B 3/ O THE. UNDERSIGNED hereby gives, informs you that the improvement will be made to certain real properly, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description:) /'VeW am'4i J 4 This It Name: Prepared by: SEARS HOME IMPROVEMENT PRODUCTS, INC. 1024 Florida Central Parkway Longwood, FL 32750 Phone: 407 -551 -6000 a) Street Address: 2. General description of improvements: 3. Owner Information //� '',, ,�,,,,,, a) Name and address: /FU/C�l1 ° 41/4 00 IL ?-20 AA) //2 za b) Name and address - of fee simple titleholder (if other than owner) c) Interest in property: O � ,1 4. Contractor Information: a) Name and address: SEARS DOME IMPata VPMENT PRODUCTS. INC. 1024 FLORIDA CEN_ RAL PARKWAY. LONGS OOP. FL 32750 b) Telephone No: 407 -551 -6000 Fax No. (Opt.) 407 -767 -8536 5. Surety Information: a) Name and address: b) Amount of Bond: c) Telephone No.: a Fax No. (Opt.) 6. Lender a) Name and address: Phone No.: 7. Identity of person within the State of Florida designated by owner upon who notices or other documents may be served: a) Name and address: b) Telephone No.: 8. In addition to himself, owner designates the following person to receive a copy of the Lien or's Notice as provided in Section 713.13 (1) (b), Florida Statutes: a) Nanie and address: b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified:) 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF IAI M .a NOTARY PCBLIG•s LATE OF FLORIDA . Peter C. Dubay Commission #DD930030 (,,", OCT. 01, 2013 B O O M 7 RRrATLA \ The foregoing instrument was acknowledged before me this officer, trustee, attorney in fact) for party on behalf of whom instrument was executed). Personally Known . OR Produced Identification t< Notary Signatu /'�!'�` N..eCi�Y•' Type of Identification Produced FORMSINOGVER2007 NOTICE OF COMMENCEMENT • 111 111111111111 CFN 2011R0227259 OR 8k 27646 Ps 2677; (1as) RECORDED 04/08/2011 11:32:26 • HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE ,20 (` _ , by as / (type of authority, e.g. (name of Name (print) AND Verification pursuant to Section 92.525, Florida Statutes. Under penalties of pe „ I declare that ha a r:: ,.. regoing and that the facts stated in it are true to the best of my knowledge and be / }��/� „sag - bove ( -6( I I i - Aextn -1 BUILDING Permit NO.o PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ,, ff (� OWNER: Name (Fee Simple Titleholder)://l� ef) / /_e(1 i4 +gesaeLf Phone #: 7/0-533 -057 Address: 2-Zo ,Ji) / /2` '��!Zi City: No g-14/ Xecksieleg5 State: Zip: 33/S R Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 2--2o Ate ` City: Miami Shores County: Folio/Parcel #: //s ® ®®--f -r- 63/0 Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name diVize fI4/d.L47 Address: City: G Qualifier Name: AL- State Certification or egistration #: Contact Phone #: DESIGNER: Architect/Engineer: Value of Work for this Permit: 1. 00 Square/Linear Footage of Work: Type of Work: OAddress Dription of Work: 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 State: _ Zip: 3 Z - tS® ,/.4 Phone #: Certificate of Competency # so-1 : G Email Address: Tl u ' l ( } - c Ft_otIZ-iUot-, U.C'F ('C SUHc t Phone #: teration Miami Dade ONew ORepair/Replace APR 0 5 2011 Jli Zip: .55 /60 Flood Zone: Phone #. ODemolition COLOR THROUGH ROOF TILE 15 REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * **** * *, ** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ SO Permit Fee $ 3fo cw CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 511 I Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 M AY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be a'r ov' • and a reinsp -ction fe - ' •e charged. Signatur Owner • ge The foregoing instrument was a knowledged before me this day of ,20,by who is personally known to me or who has produced 461 t > t liellit Ft.$'; e an oath. 0 Peter C. D Commission #DD9 _ Expires: OCT. 01, 2013 NOTARY Sign: Print: My Commission Expires: APPROVED BY a, TR 1: ATLANTIC BONDn G c State State (Revised 07/1 0/07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/1 0) Plans Examiner Structural Review Zip Zip Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identificalitfl9itYdPMCIi3 Peter C.D NOTARY PUBLIC: '_ Commission # DD9 Expires: OCT. 01, 2013 ID THRt ATLANTIC BONDING CQ,IIPC Sign: Print: 2� My Commission Expires: ,,; Zoning Clerk CCIA r A; I I -:-: \Z — H7JRFirCS. SHUTTERS IAEAll ROOF NCO' vEs 4ek "WE OF WALL. _ l'OTAL 140. OF OPENINc.IS 1N 140M TOTAL NO. OF OPENINGS TO BE R 'WIND - SITE:PLAN 1MPORTAMT INFORMATI 0 ,2442. NANOWNCONSIZE MEASUREMENTS TO BE ENTERED EY MEASURE TECH 01 1 1 ' 71M11111111111111111111111M1.111.111111.1111111111111111111111111111.1N ---1-- i 1 1 Iii iforrrmumeralsanmsmanitunimumemaitamumumi - : .......„. • .., Isiminammimiusiumirlima&wairgaaTaiiiiiiii -..., 5., )73Kramimmailmmilit -,=- ErrAmiliMUMMUMISNAMMUMMENMOMMInammommul utE1111111111111111111111NIUMMINICIEREINM-Mrilz =:‘, ._ "- „eons= _, ,›, 4„Almmunummmumbasmillsousidfiginfi l7mirmima • ........, IIHMI111111111111111 immutsitigusirin'a amp ____ , ----1 4_4_,......1_:__.... 11111111111111111111111111111111111111111111111111111111FMNILIWASMI Ittio ,11Miliiiiimi mindliMINIIIIIIIMIIMIMIII Ell Ini Ell 111 I m i n 1111114111111111111*& M1110111111101141VMMIIII""tam■TM 1 . irm matummunriiiiiiiiiiiiita _...,___..., i= immumamnfitnamilliii1111 IIII . 1 ‘ '' -H-I-4 MMIMIMMNIBIMNIMMIMIMMIPMMI1MMgaiV; MUMS i A 11111111111111111111111100111•011111111111/MITME111111. r -17-4- - A alummamall11111111111tiall101111111E11111mmaiir ..._i___;11-..; Mill 1 III1MSIIIIIIirg:AIIIIIIINIIIIIIIIIIII§O Nil VI NI RIM 111 ---t-t-r-t-----, 1111011111111111111101111111111111111111111111MZMI wit in AIN ....._ ...._..i 111111011111111111111n101111111111111111111111mill MN 1M III al 1 MI ... 11111111111111111111111111111111111111111111111111111111116. RI lil 1 • aat• 'W ill II it cal 4,_ 11111111111111111111111111111111111111111X111111111110mmuiaikla GUI MIIMEMIMMITIMMIIIIIMMIliellitMalla MIME , 1111111111111111111111111111 Win III 111111111111111111111111011111L. ic=12 • BUILDING,3 ENSIGNS HEIGHT: (S) Rev, 5/06 3./44/ NO. OF STORIES 1 c: 2 1 4 al . , 00 NOT DO MINDOwS TO SE !A■EPLAL - - - . orztrae Gus ADOREsS: CITY: PHONE NO: COMPLETED tiept. ;55/44 4 / PP' 02E% WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: HUTCHINSON RESIDENCE 220 NW 112TH TERRACE MIAMI SHORES FLA Anal sus b : EDWARD TORRES, R.A. V Basic Wind Speed Cat Structural Category (I, II, III, and IV) Exp Exposure Category (B, C, or D) RHt Ridge Height Eht Eave Height Ht Mean Roof Height of Building Theta Roof Angle L Length of Building (If Gabled roof, along Ridge) B Width of Building (Perpendicular to Ridge) Lambda Adjustment Factor for Building Height and Exposure Importance Factor a 10% of Least Horiz Dim or 0.4h, whichever is less 2a Length over which Zone A acts on Each Corner Notes: * ps = Lambda * I * ps30 www.mecaconsulting.com 146 mph I I 19 ft 12 ft 15.50 ft 14.04 Deg 37 ft 56 ft 1.22 1.00 3.70 ft 7.40 ft 1(\ ,/ � `01 ,, 1 Wind Pressure ps (psf) on Main Wind Force Resisting System (MWFRS) Load Case 1 Zones Horizontal Pressure A 50.73 0.00 B -17.58 0.00 C 33.77 0.00 D -10.09 0.00 Vertical Pressures E -49.52 0.00 F -31.95 0.00 G -34.45 0.00 H -24.41 0.00 Overhangs EOH GOH -69.33 -54.27 0.00 0.00 Wind Pre ssure . , on Com . onents and Claddin t CSC Description Width (ft) Span (ft Area (ft ^2) Zone Pressure Positive (psf) Negative 5A. PICTURE WINDOW 3.1 1.42 4.40 4 46.80 -50.69 5B. HORIZONTAL SLIDER 3.1 5.25 16.28 4 45.48 -49.41 6A. PICTURE WINDOW 5.8 1.42 8.24 5 46.80 -62.61 6B. HORIZ SLIDER 2LR) 2.92 5.25 15.33 5 45.68 -60.33 -62.61 7A. PICTURE WINDOW 5.8 1.42 8.24 5 46.80 7B. HORIZ SLIDER (2LR) 2.92 5.25 15.33 5 45.68 -60.33 ......... 8A. PICTURE WINDOW 9.25 1.42 13.14 4 ......... 46.14 -50.05 8B. HORIZ SLIDER (3LR) 3.08 5.25 16.17 4 45.50 -49.43 9A. PICTURE WINDOW 5.8 1.42 8.24 5 46.80 -62.61 9B. HORIZ SLIDER (2 LR) 2.92 5.25 15.33 5 45.68 -60.33 10A. PICTURE WINDOW 8.67 1.42 12.31 5 46.31 -61.62 10B. HORIZ SLIDER (3LR) 2.89 5.25 15.17 5 45.71 -60.40 WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: HUTCHINSON RESIDENCE 220 NW 112TH TERRACE MIAMI SHORES FLA Analysis by: EDWARD TORRES, R.A. Notes: www.mecaconsulting.com 4N N Gable Roof (0 5 7 °) 0 interim zones Eli End Zones Ibf6.TareatMlb -Zawl PefiI•lise YIf6.70m Zones 2H and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls Hip Roof (7° < 0 5 27 °) Gable Roof (7° < 0 45 °) ni Corner Zones a -29z.3 Double Click on any data entry line to receive a help Screen 6,54(1 ).\\()(1 3 L Page 2 of 2 Sears Home improvement Products Location: / /� ( j 3�r Job Number, / 2.6 W' v44- w Laik to 14 a ■ ✓ H ✓ H ✓ H ✓ H QTY Width Height 69Is� .9 /11 vie Bypass Pocket Door Door Double Pocket Door Comer Door g on O gg O m s3 m 1 �M.9Y�NW�1 111111I1IIaa X Grids Type location Colonial or Top, Boflom, Brittany at, Rlankan oX " II II DK V Pattern H Notes to admin: Notes to Installer, Window Style Window Tip toll Size SEARS HOME IMPROVEMENT PRODUCTS MIAMI Measure Sheet �/ Job Name: so" 7 7 Installer Conitguretion Frame Color OX, XO, OOX, XOO eta SGD Panels/Tracks Patio Doors Pi' X91 ao u* 2x4 ,lvdt i rns wick 6 - 3 Erg age) .7 io t �C MD i/ ns &j t: se✓e'A0 f 440/11024 todo alb' -• N /A/6 OP W1LL ORDER FLANGE FRAME UNLESS OTHERWISE NOTED""' "'MUST SPECIFY # OF PANELS AND TRACKS ON SUDING GLASS DOORS"* '*"MUST SPECIFY OX OR XO ON ALL HORIZONTAL ROLLERS AND SUDING GLASS DOORS"". / / ' Data: 3 f'� Glass < (owa C7 ®) 11 2,- ✓ H ✓ H Location: itlaz f Job Number: #10ag y Notes to admin.. Window Style Notes to Installer: Window Tip to Ske SEARS HOME IMPROVEMENT PRODUCTS MIAMI Measure Sheet ), /�� Job Name: HI / ^ ' �? Installer. 70 Configuration Frame Color OX, XO, 0OX, X00 eta SOD Panels/Tracks Patio Doors Date: 346 t 5"f 3S tag OX ✓ H ✓ H ✓ H ✓ 11 ✓ 11 ✓ H CITY WIdih Height Bypass Pocket Door Door Double Pocket Door Comer Door 0 TyPe Grids Location Colonial or Top, Bottom, Brittany M, Blankets Pattern **"WE WILL ORDER FLANGE FRAME UNLESS OTHERWISE NOTED ""MUST SPECIFY # OF PANELS AND TRACKS ON SUDING GLASS DOORS*** `**MUST SPECIFY OX OR XO ON ALL HORIZONTAL ROLLERS AND SLIDING GLASS DOORS.**'. Glass 111111111 1111 11 MIAMI -DARE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. _ 1070 Technology Drive 6 1(06 Nokomis, FL 34275 Q f l u lc-) I ) � SCOPE: m 8„ i lu 1 /2- 1 / /vIs This NOA is being issued under the applica le les and r egulations go erning th` us� of cons on J 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 Codejncluding the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M. APPROVAL D CUMENT: Drawing No. - , ti um. 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. 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.eov/buildinecode 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. FTL - 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 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 "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 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 1 .1 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 SHEET2) er FK Ra°ael F.K 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. Or LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16' LAMI CONSISTING O )_ LITES Q!_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 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLA E. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3116" HEAT S 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 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/18" 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' 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 SLFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L 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 (2) UTES.OF 1/8' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI 1G: (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 MAXIMUM PVB INTERLAYER K. 13/16" LAMI 10: (1) UTE OF 118' 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) UTE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16' LAMI IG: (1) LITE OF VS" OR 3/16' ANNEALED (MIN.) GLASS, 3116° 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. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE THE 33 1/3% 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. ®7. REFERENCES: TEST REPORTS FTL-4858. FTL -4859 AND FTL-5330. ELCO TEXTRON NOA 04-0721.01, 03-0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CL}MF.N} 9ITIPN4NOi/ (DING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). " ' ' A,.,4 Max larad 4/15/07 10/17/08 Dais 5/13/06 Rmbloa F.K Damn* pas.' F.K. 228/06 Rnislorec C ADD F7L -5330 TO NOTES 7& CHG. NOTE 8 T CURRENT ED1f. B CHANGE TO ASTM E 1300-02 A ADD AIR SPACE DIM. NOTE 1. TECH. REF. NOTE 78 NOTE 8. fN.OWOay pas: J.J. 323/06 1070 TEOHNOLOGY DRIVE GENERALNO7L°S;` NOW0A1IS P . FL 34278 . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.o pox ts2s NOKOV18, FL 34274 Vblb! Better a.. awa 4y' en.o osww m" HR710 NTS 1 m 11 4127 -10 C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES._.._ 3 ELEVATIONS .._.....4 VERT. SECTIONS.....„._„ 5 HORIZ. SECTIONS...._...... 5 PARTS UST....................... 6 EXTRUSIONS -........... 7 CORNER DETAIL__.... „._ 5 ANCHORAGE 8-11 PRODUCT REVISED urnp:ymg with the Ho ide B: ^ :G,aN Code Expiruxm Data ff /L-VE / / By Dl 5/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STREN ENED GLASS .090 SOLUTIA OR DUPONT PVB I - YER 1/8" ANNEALED OR HEAT SIREN NED GLASS 6/16' NOM. — 1/8' ANNEALED OR HEAT STRENGTHENED GLASS � — .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 6/16' OR 318° AIR SPACE 1/8" OR 3/18' ANNEALED (MIN.) GLASS 13/16' NOM. 13/16° LAMI IG GLASS W/ 5/16° LAMI 1/2° NOM. GLASS BITE 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 •• INTERIOR E> (ALL CTIONS) 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3116' OR 1/4 AIR SPACE 1/8' or 3116' ANNEALED (MIN.) GLASS 13/16' NOM. 13/16° LAMI IG GLASS W/ 7/16° LAMI PRODUCT REVISED e~ comp) . ,ing with the Florida SLild7 Cudc Aceep:cr." c No 0 itctioODmc per: F.K. Wad Fit ; tw all* F.K. 4115107 mo 10117106 5/13/06 0 a.■rmw A Ctemd J.J. NO CHANGE THIS SHEET HO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMA IG DETAILS 3/23/06 1070 7E0HVOLOGY DRIVE NOKOMIS, 11. 34275 P.O. 39X 1828 NOKOMIS. FL 34274 FA G" Visibly Better Deserfabs GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sera°ae HR710 Full sa.e 2 > 11 4127 -10 C o " (4 / 7 L. Clads. P.E. PE 439712 Sblmb Hal 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 96" 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 -56.2 106 318" 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" �' ' J,K,L C +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 GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/16" A'B'C' G,H,I +60.0 -60.0 TO 86 7/16" 0,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 26" 36" 38 3/8" 48" 50 518" 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 P,.: - rvlsm v c:_., .1' .nb tba Ftaside i a:C"jc pancs No07 08 15.0 0 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 r +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 r'� UP TO 74" C _ +75.0 -75.0 gr �l 1 � ' f .. ' adYCl - ' 6° ' GLASS TYPES: TEST REPORT FTL -4858 (XOX), FfL -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" LAM' -1i!a" HS n9 H G. 13/16" LAMI 1G -1/8" 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 10-1/8" OR 3/16 "A, 5/16" OR 318° AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1 /8 "HS) L 13/16" LAMI 10-1/8" OR 3116 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1I8"HS, .090,1/8 "HS) Robert L. park. P.E. PE ({39712 St"x4aal D 7/16" LAMI- (3/16" A, .090, 3/16" A) . 7/1 LAMI - (3// 6" A, .0 1 HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) J. 13/16" LAMI 1G -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 10-1 /8" OR 3/16"A, 3/16" OR 1/4" SPACE. 7/16" LAMI - (3/16"A, .090, 3/16 91S) L 13/16" LAMI 1G -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) F.K. Revad Br A liVA Y ADD INTEGRAL FINDPTION B UPDATE ASTME 130042 0P9 1070 TECHNO LOGY ORIVE NOKOMIS. A. 34Tlb P.O. 1828 NOKOMIS. F1.34274 • � i „ � visibly Barrer S IGN PRESSURES pwae,: FJC REVISE DP TABLES TO AVM E 1300-02 - m ALUM. HORIZONTAL ROLLER WINDOW IMPACT p."46,. Ft( AIR SPACE DIMENSION GLASS TIDES G THRU L bomb* Fit ADD a I - 3/23A26 smmrme HMV s ot NTS st 3 m 11 *Foam 4127 -10 p." C FJC 57 3/8° MAX DLO AU. FIXED UTES 4/15/07 5/13/06 aft 2/28/09 0 111' MAX. WIDTH FLANGE FRAME vac J.J. 3/23/06 33 9/18' MAX DLO FIXED C 73' MAX WIDTH LF. FRAME 74" MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO C CONSTRUCTIONOETAIL FROMSHT. 6. NO CHANGE TH15 SHEET THIS SHEET 110' MAX WIDTH I.F. FRAME -1/4) Y DRIVE FL 31278 c; 63" F E ALL CONFI 56* MAX DLO ALL VENTS 62 MAX. I.F. FRAME ALL CONFIG. P.O. 89X 1529 NOK0598. FL 31274 Viably Barer ELEVATIONS 27 3/8" MAX. DLO FIXED 1" 85 7M5' MAX WIDTH LF. FRAME-•-i +--86 7118' 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) By Miaow D A D 1. :;. f .. .nee No OJ?O: 0 q ="'. Szvon Dam P�IL3l ory 4/, .'Ffr: 6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT L. Clerk.P.E a.....se 55.t ma: Daft FP PE 539712 HR710 I NTS 1 4 m 11 4127 -10 I C suuaw,ai O MAX. HEIGHT FLANGE FRAME EXTERIOR MAX. FIXED DLO 0 INTERIOR SECTION C-C (VERTICAL SECTION, FLANGE FRAME) EXTERIOR INTERIOR EXTERIOR INTERIOR k- MAX. FIXED DLO ---I MAX. FIXED DLO MAX WIDTH (FLANGE FRAME) SECTION B-8 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE INTERIOR MAX WIDTH (IF. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH (VERTICAL SECTION, I.F. FRAME)) MAX. VENT DLO INTEGRAL FIIy,FRAME) SILL HEAD (VERTICAL SECTION, I.F. FRAME)) PP.ODUCT REVISED fir cry:; ■gwiththeFloids • Cods No • • indict Deco 9.210,3 F.K. (Lao6Bx F.K Rood Mc F.K. Pam ar F.K. box 4/1&07 023r 10/17/78 omz 5/13/78 Ozer 2/28/06 Kwbiors eisatriarar A 0 *mated ar J.L ADD INTEGRAL FN FRAME RENS 41,42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 923/09 1070 TECIINO OGY DRIVE NoI(OMIS. PL 34.278 P.0. sox 1829 NOI(01.11S. S. 34274 SGT Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT seleveo¢ 1Serke r Sur m w ae a.. HR710 I Half 5 m 11 I 4127 -10 I C ///: #/7 Robert L. Clark, P.E. PE 839712 Sbuctulal DWGY/ 1 4102 2 4025 3 4 4053 6 4136 7 4137 8 4131 10 71298 12 1626 13 4002 14 4134 15 1155 16 4110 17 4054 19 4066 21 4105 22 1683 23 225-1 24 Z26 29 4128 32 33 35 36 37 40 41 42 43 51 . 53 52 4006 1235 1096 1016 4126 38 1683 54 4044 39 7070 4139 4140 4141 1224 1225 4039 55 4222 56 985 59 4067 62 60 GLASS, 61 " 65 REV A A G 13 D 13 13 A C DESCRIPTION FLANGE FRAME HEAD ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH SIDE RAIL SASH MEETING RAIL W STP,.170 X .270 BACK, FIN SEAL SWEEP LATCH 413X.625 PH. FL.SMS WSTP 250 X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 LIFT RAILCOVIRCAP I.F. FRAME HEAD I.F. FRAME SILL I.F. FRAMEJAMB VINYL GL.AZINGBEAD BULB (THICK) VINYL GLAZING BEAD BULB (THIN) GLAZINGBEAD -5/16" GLAZING BEAD -5/16" W/GRILL GLAZING BEAD -7/16" GLAZINGBEAD -7/16" W /GRIIL GLAZING BEAD - 13/16" Rene 8r Ws: &Map. F.K 4/15107 C ADD ITEMS 41, 42843 11e10e6r Omr Rerhb� FK 10/17/05 MATL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 606311D -T6 AL 6063 -T5 AL BRASS POLYPROP. PGIW 612237 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781 PQA 64110G 64054A 640666 612240 61683G 42112/ID 7BRWHL2 44128N GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 6063 -T6 AL 64139 6063HS -T6 AL 64006 67S16G D1E -CAST 71096 7858 6063 -T5 AL 64126 61683G 67070K 74078"C" LORR 6063 -T6 AL 64140 6063 -T6 AL 64141 6TP247W,K 6TP248K 6063 -T5 AL 6403913 6063 -T5 AL 644703 6063 -T5 AL 64222 6063T5 AL 6985 6063 -T5 AL 64067 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" IAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAM1 (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A,.090PVB, 3/16" HS) 7/16" IAM1(3/16" HS, .090 PVB, 3/16" HS) 8 NO CHANGE THIS SHEET 1070 TECHNOLOGY ORME NOKOMIS. FL 34278 Read Br F.K er F.K wre. Ree4bnr 5/13/06 A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. am: teen esY a 2/28106 J.J. 3/23105 P.O. B9X 1828 NOKOMlS. FL 34274 0 A ItEvl DESCRIPTION 1 MAIL 1 PGT# 1TL1VI 66 67 GLASS, 68 69 70 71 73 74 75 76 77 90 91 92 93 94 95 96 DWG/ 13/16" LAME IG- 1/8"A, 3/8 "AIR SPACE, 5/16" IAMI (1 /8 "A, .090 PVB, 1/8"A) 13/16" LAMI 1G•1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"1-IS) 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 13/16" LAME I0-3 /16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAME (I /8"A,'.090 PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "NS, .090 PVB, 1/8"HS) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 1/8 "A,1 /4" AIR SPACE, 7/16" LAME (3/16 "A, .090 PVB, 3 /16"HS) 13/16" LAMI IG•1 /8"A,1/4" AIR SPACE, 7/16" LAME (3 /16 "HS, .090 PVB, 3/16 "I4S) 13/16" LAME 1G- 3/16 "A, 3/I6" AIR SPACE, 7/16" LAME (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG3/16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16"A, .090 PVB, 3 /16 "HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE 7/16" LAMI (3/1611S, .090 PVB, 3 /16 "HS) SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE - .135 DIA. HARD SCREEN EM PVC EM PVC CLOTH SCREEN SPRING ST.ST. 1014 1630 1631 1073 1624 1635 Visil,lj Betrer r_ SCREEN FRAME (HOR. & VER.) 3105 -H14 AL SCREEN CORNERKEY WRINGS POLYPROP. SCREEN CORNER KEY W /OUT RING POLYPROP. r 2.784 -+ - 1.988 -- I O qg I.F. FRAME JAMB A 64141.6083 -T6 HR710 Bair NTS O A #4139. 8063 I.F. FRAME HEAD 2 710 42 .F. FRAME SILL A #4140.6083 -T6 3.152 Damfam PARTS LIST ,me ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 6 > 11 Cookap 412740 PRODUCT REVISED es complying with um Piotide Building Cnde Acceptation No 0 EXpi785103 Dqc l � U t 2.710 1 O FLANGE FRAME HEAD #4102A, 6063-T6 I 1{ Il 062 ® SASH STOP #4026, 6063-T5 1..83 � � l {{ 1.349'�1 0 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 —► 1.086- 1+ -- +{� O GLAZING BEAD, 5/16` #40449.6063 -T5 (USED W/ GRILL KIT) 1- 2710 —+{ O FLANGE FRAME SILL #4136, 608: -T6 :081 .45 O HORIZ. ROLLER TRACK #4131,6063 -T8 1.1,87 1.081 32 SASH MTG. RAIL #4006D, 6063146-T6 .878 1.096- -I 0 GLAZING BEAD 7/16" #4222A,6063 -T5 37 1291-4 SASH SIDE RAIL #4126,.6083 -T5 Aga . J7 1.115 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) .062 0 O FRAME SILL ADAPTER #4137, 6063-T6 1.403+ 17 FIXED MEETING RAIL #405413,6063HD -T6 .678 1.096 -- •'I - T 0 GLAZING BEAD, 5/16" #403913, 6063 -T5 .683 050 — 1A97 59 GLAZING BEAD, 13/16° #4067,6063.75 I--, 513 040 I� j' 1.443 -I O SASH STOP COVER #4053, 8063 -T5 13 FLANGE FRAME JAMB #4002A,6063 -T6 PRODUCT RF.VISF1) as complying with the Florida &aiding Cale Am-pm =No O - FX. &e,W ay FJC &easy. F.K. PK dam By X 5/07 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET t5tr 10/17/05 Dew 5/13/06 2/28/06 m. 8 A a.u.dar J.J. 3 1070 TECHNOLOGY DRIVE NOKOMIS. R. 84275 P.O SOX 1428 NOKOMIS. PL 34274 I r_ Visibly Better EXTRUSIONS rr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s.w as HR710 Half 7 > 11 "atek 4127.10 I C ri/7 Robert L. Ozark, P E. PE 030712 SWClural ANCHOR QUANTITIES, XOX 114-112.114) WINDOWS TABLE 4 NOTES: • TAPCONS - 1/4' ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (G5) ANCHOR TYPE &SUBSTRATE WINDOW S12E w H GLASS TYPES A,B,C,G,H,1 GLASS TYPES D,E,F,J,KL 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC • S S MINIL41111 HEAD & SILL CO g3 2 HEAD & SILL CO .. HEAD & SILL in • : SILL 2 HEAD & SILL " HEAD & SILL W•1 -4, f YI'ES• 11 A. 5/16' LAMI - (1/8" A,.090,1/8' A) B. 5/16" LAMI - (1/8" A,.090,1/8" HS) g ggg.. 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2+1 2 1 +C2 +1 +C2+1 2 1+1:2+1+C241 2 1+H2 +1 +C2 +7 2 1 +(2+1 +(2+1 2 - D. LAMI - (3J16° A,.090, 3/16' A 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 w w 1 +02 +1 +(x +1 3 1+C2 +1 +C2 +1 3 - 1 +02+1 +C2 +1 3 1+02 +1 +C2+1 3 1+C2 +1 +02+1 3 1+C2+1+C2+1 3 Y +C2 1 +C2 +1 3 1 +C2+1+C2+1 F. 7/16' LAMI - (3/16" HS,.090, 3/16' HS) 3 G.13/16' LAMI IG -1/8 OR 3/16' A, 5/16' OR 3/8 SPACE, 5/16" LAMI - (1/8' A„090,1/8' 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 +Cx +1 +02+1 3 1 +C2+1+C1+1 3 H.13/16 LAMI IG -118" OR 3/16' A, 5/16" OR 318' SPACE, 5/16" LAMI - (1/8" A,.090,1 /8" HS) 1 +C2 +1 +02 +1 3 1 +02+1 +C2+1 3 1 +C2 +1 +02+1 « t +C2 +1 +(2 +1 3 1 +C2+1+C2 +1 1..13116' LAMI IG -1/8' OR 3/16' A, 5/16' OR 383" S P A C E , 5/18' LAMI - (1/8" HS,.090,1/8" HS) 3 J. 13/16' LAM IG -118' OR 3/16' A, 3/16' OR 1/4" SPACE, 7/16' LAMI - (3/16' A,.090, 3/16" A) 1 +02+1 +C2+1 3 1+C2 +1 +02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(x +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) § §§ w ss 8 1+C2+1+C2+1 1 +C2 +1 +C 241 1 +(x +1+(x+1 w 1+02 +1 +C2 +1 1+02 +2 +0x+1 L 13/16 LAM IG - 118' OR 3/16" A, 3/16' OR 114 SPACE, 7/16' LAMI - (3/16' HS,.090, 3/16° HS) 1 +(2+1 +02+1 3 1 +02+1+02 +1 3 1+02+1 +C2 +1 3 1+C2+1+C2+1 3 1+(x +1 +Cx +1 3 1 +C2 +2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +02+1 1 +C2 +1+(2+1 1 +C2 +1 +02+1 1+C2+1+C2+1 1+(x +1+(2 +1 1 +C2 +2 +(2+1 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1 +(2+1+C2 +1 3 1 +C2+14H2+1 3 1 +C1 +1 +C2+1 w 1 +02+1+02+1 3 1+02 +2 +C2 +1 3 HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02+1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +C2+1 « 1 +0x41 +L2+1 3 1+ 0312+03+1 25314° MAX. FROM CORNERS. 3 JAMBS: 9" MAX. FROM CORNERS AND 22112' MAX O.C. 1 +02 +1 +C 2 +1 3 1 +0x+1 +02+1 3 1 +C2+1+C2 +1 « « 1+02+1 +0x+1 3 1+C +2+C3+1 3 TABLE KEy 74.030a 36376 48.000 50.625 54.1m0 60.000 63.000 1 +02 +2 +C2+1 2 1+C2+1 +C2+1 2 1 +02+2+02+1 r r 1+02+2+(;2 +1 2 1 +C2+2 +C2 +1 X O X 2 13 1 +C2 +2+02 +1 1 +C2 +1 +02+1 1 +(2 +2+(2+1 « r 1 +C�+2+( +Y 1 +02+2+0«4+1 I1 +C3 +4 +03+1 V.•-- ANCHOR QUANTITY PER JAMB fi HEAD AND SILL ANCHOR QUANTITY. 1 +02+2+02+1 3 1+Lx+1+C2+7 3 1 +C2 +2+02 +1 w « 1 +02+2+02 +1 3 1 +C2 +2 +C2 +1 3 1+(2+2+02+1 3 1+02 +1+(x+1 3 1 +(2+2 +02+1 •+ 1+02 +2 +C2 +1 3 1+03+2 +03+1 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1+02 +2 +02 +1 3 1 +C2 +1+(2+1 3 1 +C2 +2 +C2+1 r « 1+Cx +2+(x+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+03+1 K K 1 +02+2+02+1 3 1 +03+2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL w.wu 63 000 g Be S 1 +C2 +2+C2 +1 1 +(2+2+02 +1 1+C2.2+(2+1 « r 1 +(2+2+02 +1 1 +02+3+(2 +1 2 1+C2+2+C2+ 3 1 +(2+2 +(2 +1 3 1 +(2 +2+02+1 w w 1+(x+2+(2 +1 3 1 +03+3+03+1 3 (3' MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +(2 +1 3 1+C2+2+C2+ 3 1 +C2+2 +C2+1 « « 1+02+2+02+1 3 1 +C3f3+C3+1 « r w 1 +C2+2 +C2+1 r « 1 +(2 +2 +(x +1 1 25 3/4" - I+-3" MIN. 1 {•l « « « 1 +C3+2+C3+1 K K 7 +(x +2 +C2 +1 YRUIII ¢:i "��Vt b . 1: -< -, :• •.. ...hill Florida L ` 't ` -c N Ar.�•.•� ✓.: � Na o 4 o q ~ X O 1 X « « Yfq+2 +03+1 K 9" REF. 108.375a 38.375 4 6.000 50.625 54.000 80.000 83.003 r « 1+02 +3+02 +1 1 +(2 +3+(2+7 « w w « w 1 +.03+3+ +1 K K 74(2+3+02+1 K K MTG. RAIL TYP.— 1 +C2 +3+C2 +1 3 1 +(2+2 +(2+1 3 « 1 +C3+3+C3+1 © K K 1 +C� +3+(3+1 © ©1 +03+3 +03+1 1 +C3+4+C3+1 © Q 1 +04+4+ C4 +1 ® EXAMPLE CLUSTER W/ QTY. OF (3 }ANCHORS 1 +03+3+03+1 K ©1 +02*2+C2+1 1+C2+2+02+1 3 K K 3 (SHOWN IN TABLE KEY ABOVE) > �"°" Date c� • ! By ✓ i / . ..:.......... .• . :.. Q 1++KK3+0««3+1 © �� « w 8 C 25 314" MFUL I 8.375 111.000 x3 &375 48.030 50.625 54.000 60.000 63.000 « w w « e e+ . •. �8 « « 1/2' N. F.-3' MIN. 1 +(2+3+02 +1 3 1 +C2 +2 +02+1 K K K K « « K- K _i____ 9° REF. b b b b 1 b b i b b y !� 61 G / Robert L. Clark P.E. PE 039712 sWobmat 1+H2+3+C2 +1 3 1 +tx+2 +02+1 K K K K K K K K r X _ O - X 1 +03+3+(2+1 3 1 +0x+2 +02+7 K K K K K K — 1 +C3 +3+03+1 3 1 +C2 +Z+C2N 3 1 +C4 +3+04 +1 3 1 +C/1 +3+G4+1 13 1 +C3 +3+03 +1 ©1rCq+q +CA+ MTG. RAIL, TYP••- 1 +03+3+03+1 3 1 +(2+2+02+1 TASLE4, SELECT 3 1+04 +3404.1 VALUES OtlE TOANCHOR 3 1 +GU3+C4 +1 CAP. A0J 4 1+CA +3 +04+1 111 14C5+4+c6+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS F .K. X 5/07 C UPDATE N HORAGE SPACING, XOX 1/4- 1/2 -1/4 Resod lb: F.K. Osier 10/17.06 ONO.+ 8 RE /!SEANI:HORAGE FORMAT, HEAD 8 Slit CLUSTERS vem TEG.,..ror NAx<CI419, F7 a4 27 5 P.O.$.X1829 NOKOWB, FL 34274 Ti TMr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Read «+ F.K. ... i MX: 5/13/ 2128108 listkoloss A ADD SPACE OIMENSlONS GLASS 7YPESG7NRUL 323106 Visibly Better Or+atae 1«4710 arr NTS Ar,e. 8 > 11 am.gl 4127 -10 ar C ANCHOR QUANTITIES, XOX (113-1/3-1/3) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (G5) GLASS TYPES AS,G,H GLASS TYPES C,D,E,F,I,J,K. L maim TYPE> 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, ONC 1, CONC &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE w v I Ina HEAD & SIU. -, g HEAD 8 SILL u! f HEAD & SILL -, co HEAD & SILL -, 1 HFAD & SILL or HEAD & SILL m 2. GLASS TYPES: m a 5/18 LAMI - (118" A,.090, l/8" A) B. 5/16' LAMI - (1/8" x.090,1/8° HS) § §j§ 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2'1 +C2 +1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 C.5/16' LAMI - (1/8'HS,.080,1/8' 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 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 .3 E.7116LAMI- (3/16 A,.090,3 A) E. 7116 " LAMI - (3/16" " A,.090, 3116' HS) 1+C2 +1 +C2+1 3 1402 +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 F. 7 /16' LAMI - (3/16'HS,.080,3/16'HS) 1+02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 6.13/16' LAMI IG -1/8' OR 3116' A, 5/16' OR 3/8' SPACE, 5116' LAMI - (1/8' x.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 IG - 118' OR 3/16° A, 5/16' OR 3/8' SPACE, 5116° LAMI - (1/8" A,.090, 1/8° HS) I. 13/16' LAMI 10 OR 3/16° A, 5116' OR 3/8' SPACE, 5/16' LAMI 1 +(x +1 +62+1 3 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 +03+1 +CS+1 -1/8° - (1/8' HS,.090, 1/8' HS) 3 1. 13116' LAMI IG - /r OR 3/16' A, 3116' OR 114' SPACE, 7116' LAM! - (3116' x.090, 3116' A) Rogsgra 1 +C2+1 +C2 +1 2 1 +C2 +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 1(13/16' LAMI 1G -1/8' OR 3116' A. 3/16' OR 114' SPACE, 7/16' LAMI - (3/18"A,.090, 3/16' HS) 1 +0+1 +0+1 3 1+0+1+0 +1 3 1 +0+1 +C2 +1 3 1+02 +1 +C 2 +1 3 1+C2+1+C2+1 3 1 +C2 +1+62+1 3 L 13116' LAMI IG -1/8' OR 3/16° A, 3/16' OR 1/4' SPACE, 7/16' LAMI - (3/16' HS,.090, 3118' HS) 1 +C2 +1 +02+1 3 1+02 +1+02 +1 3 1 +0+1+02 +1 3 1 +C2 +1 +(2+1 3 1 +C2 +1 +ix +1 3 1 +C2 +1 +C2 +'1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2+1+0+1 3 1 +02+1 +02+1 3 1+C2+1+0+1 3 1+02+1 +C2 +1 3 1+C2+1+C2+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 +C2 +1 3 1 +02+1+02 +1 3 1+02+1 +0+1 3 1+03+1 +03+1 3 , 1+02 +1 +C2+1 3 1+C2+1+C2+1 3 1+02 +1 +C2+1 3 1 +C241+C2 +1 3 1+C2+1+C2 +1 3 1+C 3 +1 +C3+1 3 HEAD & SILL: 1012° MAX. ON EACH SIDE OF MEETING PAL CENTERLINE 25 CM CORNERS MF AX. 60.000x 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 +C 2+1 2 1+C2 +1+02 +1 2 1+C2 +I +C2+1 2 1+C2+1+C2+1 M 4' 2 JAMBS: 9' M FROM OM CORNERS AND 2212' 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 +02+1 +(x+1:3 TABLE KEY: 1 +C2 +1 +02+1 3 1 +02+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C1 +1+62+1 3 X O X 1+C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1+C2+1+C2+1 3 1 +6x+1 +C2 +1 3 1+C2+1+C2+1 3 1 +03+1+03 +1 3 J1+C3 +1 +03+1 1 3 ha--ANCHOR QUANTITY PER JAMB P.:e. ^,u.^TREVISED 83 anon.yi' vat RR Florida Bulkl1/441(..cdo N G , 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 +C3+1+C3+1 3 1 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+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000 x 38.375 48.000 50.625 54.000 60.000 63000 1+C2+1 +C2+1 2 1+C2+1+C2+1 2 1 +C2+1 +C2+1 2 1+C2 +1+C2+1 2 1 +C2+1+C2 +1 2 1 +C2+1 +C2+1 2 A L (N) RAIL PLUS (1) EACH M 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+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 1 +C2 +1+C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1 +0+1 +02+1 3 1+C2+1+C2+1 2 +1 3 1+03+1+03+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 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+03 +1 +C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL 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 2 +1 3 1+C3 +1 +C3+1 3 (3" MIN.O.C. ANCHOR SPACING) 1 +02+1 +0+1 3 1 +C2 +1 +C2+1 3 1 +03+1 +C3 +1 3 1 +03+1 +03+1 3 1 +07+1 +02+1 3 1 +C3+1 +03+1 3 74.000 x 36.375 48.000 50.625 54000 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 +0x+1 2 1 +C2 +1 +C2 +1 ' 2 1 25 3/4' MAX, --.-I ) --.3° MIN 1 +C2+1 +02+1 3 1+C2+1+C2+1 3 1 +C2 +1 +C 2 +1 3 1 +C 2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1+C3 +1 +63+1 3 1+C2 +1+Cx +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 +03+1 +03+1 3 1 1 X 1 l it 0 1 X 1 +C2 +1 +0+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 +03+1 +63+1 3 9* REF. 1+0+1 +02 +1 3 1 +02+1 +62 +1 3 1 +63+1 +C3+1 3 1 +03+1 +03 +1 3 1 +(2+1+02 +1 3 1 +C3+1 +C3+1 3 1+C2+1+C2+1 3 1+2+1 +02+1 3 1 +03+1 +03+1 3 1 +63+1+03+1 3 1 +C2 +1 +C2 +1 3 i +03+1+03+1 3 RAIL, 84.000 x 38.375 nom 50.825 54.000 60.000 63.000 1+C2 +1 +02+1 2 1 +62 +1 +62+1 C2 +1 2 1 ++02+1 2 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 2 1 +C2 +1 +62+1 MTG. TYP. 2 EXAMPLE CLUSTER 1+02 +1+02 +1 1+62+1+62+1 3 1 +12 +1 +02+1 3 1+62 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +62+1 +62 +1 3 1 +62+1 +C2+1 3 1+02+1 +(2+1 3 1+03 +1 +03+1 3 146341 +63+1 3 W/ QTY. OF (3) ANCHORS Acceptant: 9 ....., 24/WE 01/ Ry ,/i p 3 (SHOWN IN TABLE KEY ABOVE) 1 +62 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3+1+C3+1 3 1 +03+1 +63 +1 3 1+C2+1+C2+1 3 1 +C3 +1 +C3+1 3 .. L]adatro4ul l ' 1 +C2 +1 +C2+1 3 1 +02 +1 +62 +1 3 1 +03+1 +03+1 3 1+03 +1 +63+1 4 1 +03+1 +C3 +1 3 1 +C3 +1 +C3+1, 3 25 3/4' MAX. 1 +03+1 +0+1 3 1 +C2 +1 +02+1 3 1 +63+1 +03+1 3 1 +63+1 +63 +1 4 1 +C3+1 +03+1 3 1+C4.14 4 -+- 1 112'TYP. 1-.-3' MIN. 88.437 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +(2 +1 +62+1 1+02 +1 +C2+1 2 1 +62 +1 +02 +1 3 1 +(2+'1+02 +1 2 1 +02 +1 +0x+1 3 1 +C2 +1 +62 +1 2 1+62 +1 +62+1 3 1 +t2 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +t2 +1 +C2+1 2 1 +02 +1 +02+1 3 1 +03 +1 +03+1 2 //XX v// Q° / Robert L Clerk P.E. PE 639712 Sbualura 7 t 1 t till REF 3 e' . X O 1 x _ 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 +62 +1 +C2 +1 3 1 +03 +1 +03+1 3 � ^11 .----J � 1+02 +1 +62 +1 3 1 +62+1+02 +1 3 1 +63+1 +03+1 3 1 +03+1+03+1 3 1+(2+1 +02+1 3 1 +03+1 +03+1 3 1402 +1+02 +1 3 1 +02 +1 +62 +1 3 1 +03+1 +C3 +1 3 1 +03+1 +C3 +1 4 1 +C3 +1+C3 +1 31 +C4 +1+04 +1 4 MTG. Ra1L,TYPr 1 +0+1 +63+1 3 1 +C 2 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1+C3+1+03+1 4 1 +03+1 +C3 +1 3 1 +Cst +1 *04 +1 4 EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS Road*. OWs 7 Re' UPDAtETABLE6 ,sEtFCTVIiLUESDUETOANCHORCAPAQI 1070 TECHNOLOGY DRIVE NCKCao18.l:134278 P.C. 69* 162e NOKOMIS. R.34274 ANCHORAGE 113 -1/3 -1/3! 1 mr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rana ur• PJC. aa Ds4. 10/1 NOB R.. r B REVISE ANCHORAGE FORMAT. HEAD& SILL CLUSTERS Fs. Visibly Better Reran* 4.: A ADD SPACE DIMENSIONS GLASS TI'PESO THRU L F.K rawer. F.K. 5173/00 oaa 7/28106 tr rAeeap J.J. o ar 3123AV I s HR710 awe NTS . rt 1 9 d 11 tmwyaz ' 4127 rat I C ANCHOR QUANTITIES, XO & OX S TABLE 6 NOTES: 1. AN -1/4' ELCO TAPCON - 1/4' ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (05) ANCHOR TYPE & 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 WIND - . - . SIZE yy v H 1119 1 5. O/3H f sewvr 1119 O/3H [8811/r 1 ills Cl/3H 1119'8 O/3H sevvdr 1JAMBS 1 1119 O/3H � ... 21 1119 SSW/ 2 G S TYPES: A. S/16' LAMI - (118' A,.090, 1/8' A) B. 5/18' LAMI - (1/8' A,.090,1/8" HS) 0. 5/16' LAMI - 1/8'HS.0-' 1/8" HS) ' ry- - (317 , -, T . 3 F. 7/1 8' LAMI - (3/16'HS;.090,3/16"HS) • y: V! I _ N= Zp • 0 �trt�otD . Sri �daoci: 'u:1 SEW /rfl" 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2+1 2 1 +L.2r1 2 1 +C2 +1 2 1+C2+1 2 1+C2 +1 1 +C2 +1 3 1 +C2 +1 3 1+02 +1 3 +C2 +1 3 1 +C2 +1 3 1+C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 0.13/16" LAMI 10 - 1/8' OR 3116' A, 5/16' OR 3/8' SPACE, 5/18' LAMI - (1B" A,.090,1/8' A) H.13/16' LAMA IG -1/8" OR 3116' A, 5118' OR 3/8' SPACE, 5116' LAMA - (1/8' A,.090, 1/W HS) 1 +C2 +1 3 1 +02 +1 3 1 +C2+1 3 1+C2 +1 r 3 1 +C2 +� 1�� 1 +C2 + +1 1+C 3 +� 1 +C3+1 {h f�7 09 3 1. 13/16' LAMA IG -1/8" OR 3/16° A 5/16' OR 318" SPACE, 5/16" LAM! - (1/8' HS,.090, 1f8' HS) 118' J. 13/16" LAMI 10 - OR 3/16' A, 3/16° OR 1/4" SPACE, 7/16' LAMI - 16" A..090, 3116' A ) 1(.13/16' LAMI IG -1/8' OR 3/16' A, 3/16' OR 1/4' SPACE, 7116" LAMI - (3/16' A,.090, 3/16' HS) L 13/16' LAMI 1G - 1/8' OR 3/16' A, 3116' OR 114' SPACE, 7/16" LAMA - (3/16' HS,.090, 3116' HS) j=Q=Zo • ZD io § iV.e.e x pw jy�yy f 1 K , 0000 ipr 10000 ;5555 V) cq co 1 +C2+1 I� I� 1 +C2 +1 1 +C3 +1 14 +C2+1 - v; . T1 I 3 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +X2+1 48.000 x 38.375 48.000 50.625 54.000 0.000 3.000 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1+02 +1 2 1 +02 +1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1+C2 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 HEAD & SILL: 10 MAX. EACH 1+C2+1 3 1+C2+1 3 1+C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 ON SIDE OF MEETING RAIL CENTERLINE. 3 183/4° MAX FROM CORNERS. 1+C3+1 3 1+C2+1 3 1+C3+1 3 1 +C3+1 3 1 +02 +1 3 1+C3 +1 3 - JAMBS: 9' MAX. FROM CORNERS AND 221/2' MAX O.C. 1 +C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1 +C2 +1 3 1+03+1 3 TABLE KEY: O X 53.125 x 38.375 8.000 50.625 4.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1 +C2+1 2 1 +02 +1 2 1+02 +1 2 1 +02+1 2 12 +C3 +2I 3 1•- ANCHOR QUANTITY PER JAMB 1 +C2+1 3 1+C2+1 3 1+C3+1 3 1 +02+1 3 1 +02 +1 3 1 +03+1 3 t HEAD AND SILL ANCHOR QUANTITIES 1+C2+1 1+C3+1 3 1+C2+1 1 +C2+1 3 1+C3+1 1+C3+1 3 1 +C2 +1 1 +03 +1 3 1+02 +1 1+02 +1 3 1 +C3 +1 1 +C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL 1+0+1 1 +C2+1 1+C3+1 1 +C3+1 1 +02 +1 1+C3+1 PLUS (2) ANCHORS AT OPERABLE 1+C3+1 1+C3.1-1 1+C4+1 1 +03 +1 1 +C3 +1 1 +04 +1 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL 60.000 x 38.375 18.000 50.625 54.000 30.000 33.000 1+C2+1 1+C2+1 2+C2+2 1 +02+1 1 +02 +1 2 +02 +2 1+C2+1 1+C2+1 2+C3+2 1 +C2 +1 1 +02 +1 2 +03+2 (3' MIN. O.C. ANCHOR SPACING) 1+C3+1 1+C2+1 2+C3+2 1 +C3 +1 1 +C2 +1 2 +C3 +2 1+C3+1 1+C2+1 2+C3+2 1 +C3 +1 1+02 +1 2+03 +2 8 3/4" MAX ---11-4-3" MIN. PRODUCT ::.'•' is6D as wrap;;■•,; with till Florida Brrildung Cole Ac «pze=Nu' 0: f S.t7y +1 1+C3+1 2+C4+2 1 +C3 +11 1 +C3 +1 2 +C4 +2 -1- 9' REF.1 1+C3+1 1+C3+1 +2 1 +C3 +1' 1 +03 +11 2 +04 +2 66.000 x 38.375 78.000 50.625 54.000 30.000 33.000 +2 1+C24 +2 2 +02 +2 1 +02 +1' 2 +02+2 QTY. OF (3) ANCHORS 2+C2+2 +1 +2 2 +C2 +2 1 +C2 +1 2 +03+2 MTG. RAIL co +2 +2 +1 +1 +2 +2 2 +03+2 2 +C3 +2 1 +C2 +1 2 +03+2 1 +C2 +1 2 +03+2 EXAMPLE CLUSTER WI (SHOWN IN TABLE KEY ABOVE) TYP. DAG E81388808 . � It By J./ =8 j , :, D888 1'188=8 YI +2 +1 +2 2 +C3 +2 1+03 +1 2 +C4 +2 +1 +1 2 +C 2 +2 i +2 2 +LAG +2 2 +03 +2 2 +�C2 +2 1 +C3 +1 2 8 2 +C2 +2 2 +02 +2 a 3/4" MAX 74.000 x 38.375 48.000 50.625. 54.000 60.000 63.0(0 2 +G2+2 -.•i I 1!2° h-3° MIN. 2 +03+2 2 +02 +2 2 +03 +2 ++ 2 +C2 +2 2+03 +2 R EF. I 9 ' I �1�� ,1 6/o of Robe,* L. Clark, P.E. PE 839712 sauaural 2 +C3 +2 2 +03+2 2 +C2 +2 +03 +2 2 +C3 +2 2+04 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2+04+2 2 +02 +2 2 +03+2 2 +03 +2 2 +C4 +2 2+03+2 2 +2 X -- 2 +C3 +2 1 1 +C3 +1 2 +C4 +2 MTG. RAIL 2 +C3 +2 1 +03+1 2 +C4 +2 2+ + 2° EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 4/1 7 BSELE p ANCHORAGE SPACING, OX AND XOWINDOWS A ' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 10/17/06 REVISE NCH OR ,HAD&SIL REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS �� NOKOMIS. FL 96278 P.C. BOX 6328 NOK M68. FL 36274 • 5'13,V6 SPACE TO GLASS TYPES O 7HRU aar: ZE8 ADD DIMENSIONS L. o m y2 1 V:°:6/y Barer B SW... HR710 e va. I FAITS a t* 10 d 11 oaegw I 4127 -10 rn.- C CONCRETE ANCHOR, NOTE 1 Rose FJC 7�s4er arc F.K 10/1746 F.K 5/1386 bwm er: cm. F.K. 2/28/05 TYPICAL. FLAN 114° MAX SHIM CTIONS K. DETAIL D TE3 TYPICAL F FRAME SILL SECTIONS .. I7' '- 'D^ 1 .27'.' TT °7. e • !^ - • • 3 3� • • CF. FRAME CHG. NOTES TO FSC, 'CURRENT EDITION' REVISE EDGE DIS7 . EMBEDMENT & SPIT. REFERENCES ADD NOTE 5. 323/06 ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT asr 4127 -10 C MIN. 3.4 KS I� { CONCRETE 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR. NOTE 1 DETAIL A WOOD ANCHOR, NOTE 2 1 /4° MAX —+ SHIM ._.... 1 318' MIN. 2x WOOD BUCK, NOTE 3 D 13/4' MIN. E.D. WOOD BUCK, NOTE 3 N T 1 LE 114' MAX SHIM TYPICAL FLANGE F WOO ANCH NO 1/4 SHIM —1 CONCRETE ANCHOR, NOTE 1 DETAIL B BUCK, NOTE 3 DETAIL F SECTIONS 1/4 MAX SHIM 5. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1r4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. CURRENT EDIITON. (1.5 KSI CMU)\ OR • PER NOTE 1 e (3.4 KSI CONCRETE) 1 1 3/4' EXTERIOR IP RIOR • MIN. E.D (H &SILL DETAILS A. B, C. D, & H) INTERIOR (JAMB DETAILS E. F I) EXTERIO WOOD 1 318' MIN. NOTE 2 1/4' MAX SHIM L 1 3/8' MIN. 1070TECHNOLOOY ORME NONWOS, FL 34275 P.O. BQX 1520 NOKOM IS. FL 34270 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCONS EMBEDED 1 3/8' MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1S 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 lx 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 5063 -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. SEE NAILING Vaihly Beuea SEE NAILING 11R710 DETAIL H (HEAD NAILING .131 DIA. MIN. x 2112' NAIL AT CORNERS ANDS* O.C. TYPICAL DETAILS G. 14 & L Half SEE NAILING DETAIL G. (SILL) A DETAIL I (JAMB) , TYPICAL INTEGRAL FIN FRAME SECTIONS f4L!/tf. By 09 1/ MIAMFDiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcod Pt- 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 b PGT Industries 1 �� A! t 1 A / 1070 Technology Drive, Nokomis, Fl. 34275 J 1514 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 • - _ . .tk _Hurricane Zone. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Alummum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 # 08- 1112.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08-1112.10" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted under NOA # 08- 1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTMS -1300- 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-1112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer ", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite ® PVB ", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08- 1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. S /3el E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCTS MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES. OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM El 300 -02. 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02. 3- SECOND GUST. 3. ANCHORAGE THE 33 -1/35 STRESS INCREASE RAs NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. $HIIITFR REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS. FTL -3835 & FTL -3850. NOA: 07- 0425.01 (ULTRACON). 03- 0225.05 (CRETE - FLEX), AN51 /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPUED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR RN. OVERALL SEAUNG /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. --1 WIDTH I•--- - --1 f I WIDTH ha-- 1 45 -1/4 VISIBLE UGHT 5O' C. MAX. 2" MAX. D 8 /4' N TO FIN 5' MAX. O.C. 96 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. 93- /4 VISIBLE UGHT 2° MAX. D /4" 50 1/ FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) WIDTH WIDTH —"I� � WIDTH x � 1 I-- WIDTH — 1 I-- WIDTH --I I C! U D J.R. F.K. .ae FJC 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 80x 1529 NOKOMIS, FL 34274 ELEVATIONS AND NOTES r7;T T • IN 110 ALUMINUM PICTURE WINDOW, IMPACT Imo WIDTH -�1 1 - WIDTH —1 I.— WIDTH Tr . __ - T T - —� 0 NOA DRAWING TABLE OF CONTENTS GENERAL NOTES. 1 ELEVATIONS. FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED 2 DESIGN PRESSURES, FINNED 2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN 3 INSTALLATION. FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS UST 8 PRODUL" j/{6VfyBD ar come** BYl w(blb Fii6� f731(1`fr,. MI \tt U �, �V # .> .. w I co4, 1 „/ A. Lynn Millet, P.E. P.EB 58705 Fin end Flanged Windows Maximum Design 7/161.d: Pressure (+1- psf) 7/16 311M-.090 PVB-3/16I5 isGdIG:3n616.7n6A,R -3/16A - .09OPVB -3/1616 A° or °B Dimension (6t) 24 30 36 42 48 64 60 67.878 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 80.0 80.0 80.0 80.0 80.0 80.0 71.1 64.0 82.1 1" '" 80.0 80.0 80.0 80.0 79.3 71.1 84.0 80.0 80.0 80.0 80.0 80.0 75.0 70.0 84.0 1 wp am r 80.0 80.0 80.0 74.3 88.3 63.6 80.0 80.0 80.0 80.0 73.5 67.4 82.5 80.0 80.0 80.0 772 84.7 58.2 80.0 80.0 72.3 58.3 80.0 80.0 70.4 80.0 80.0 80.0 70.0 80.0 80.0 80.0 H Maximum Deslg 7 tomb 3Jy -. - .090P9B -3n6H5 Pressure ( +1. esf) 090PVB•3n6HS 'Ae or ''Be Dimension @n) CZ) 30 38 42 48 64 60 67.875 80.0 80.0 80.0 80.0 . 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 80.0 80.0 60.0 80.0 80.0 71.1 84.0 62.1 1" '" 80.0 80.0 80.0 80.0 71.1 64.0 80.0 80.0 80.0 80.0 80.0 71.1 84.0 1 wp 80.0 80.0 80.0 80.0 80.0 71.1 80.0 80.0 80.0 80.0 80.0 71.1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 RAnd 8 Y'0atc RNok.K COMPLETE REDRAW AND RE�R IZAT70N TO INCI.uOE J.R. 3/31/10 C INFORMATION FOR LARGER my DONS. He..a yr 9 I R..rrwm 1070 TECHNOLOGY DRIVE F.K. 4/4/07 R NO CHANCE THIS SHEET N. VENICE. FL 34215 Omen By FJC X 48.9 P.O. 8QX 1529 NOKOMIS, FL 34274 7/ ' LAW CUSS MILAN& 3/16' ANNEALED ORS �I II 0 le ils! co. - 21 I NO ,1 /t gglgg !itliff14 5• M. cus s BBE 0 7/18 IA10 GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAM (FLANGE FRAME SHOWN) 7/15• AIR SPACE ANNEALED 9 HEAT THEN 0 3/15 HEAT STRENGTHENED GLASS 080' DUPONT BUTACITE OR KEEPSAFE MAXNUM 3/l6 ' HFAT GLASS 1 1/16 LAM BUTACRE OR SAFtEX KEEPSAFE MAXWUM PVB tNTERTAYER 3/18 HEAT STRENGTHENED GLASS 11/16 NOM. MASS BRE 1 -1/16" LAMI 1.G. GLAZING DETAIL, FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145 NOR CAN THE WINDOW AREA EXCEED 32FT 2. FOR SIZES NOT SHOWN, ROUND Il,.p TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND ° B ° ) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). ALUMINUM PICTURE 1MNDOW. IMPACT & ° B ° DIMENSIONS MAY B ORIENTED VERTICALLY OR HO ZONTALLY AS SHOWN. ° A' DIM. a► m INNoN NTS 2 8 I 4 258-1 I C 'B DIM. - --I • A ° DIM. ' ` t it TtIlII � ••, t N� t'lNN ` � .• GeNS k _ * : N0.5 , ' A Lynn ! Lag ' P.E. P.E.B 58705 R..,a . Dem J.R. 3/31/10 C FJC COMPLETE REDRAW AN REORGANIZATION TO INCLUDE INFORMATION FOR 1.ARG. INSTALLATION, FINNED FRAME ALUMINUM PICTURE 1MNDOW, IMPACT scue/Nedas SmW Suet 6wteq Ne. PWVO1 NTS 3 ' B 4258.4 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131 (1/8 X 2 -1/2 NAIL, WITHIN 2" OF— • CORNERS AND 5' O.C. MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING 1 3/8' MIN. EMBEDMENT 1AMMH SEE ANCHOR GUIDEUNES, SHEET 6 1/4° MAX. SHIM T SEE SHEET 6 2X W00D BUCK OR FRAMING VERTICAL SECTION D —D .375 MIN. EDGE DISTANCE 2X WOOD BUCK OR FRAMING .131' (1/87 X 2 -1/2" NAIL, .375' MIN. WITHIN 2 OF EDGE DISTANCE CORNERS AND 5" O.C. ' 7 90 CORNER ASSEMBLY 070 TECHNDLOG7 DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1/4' MAX. SHIM SEE ANCHOR GUIDELINES, SH 6 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY r-- 2X WOOD BUCK OR FRAMING 1 -3/8 MIN. EMBEDMENT PROMXTREVISED ogimPh't++< 1Loiiill Flails Begdfaseaki Acorfersos No0'4. ,Ftti�z t µttl I I I T, 7 � I LYNN is 1,m 5611:15 A.'L IA 411111134! ' P.E. P.E.4 58705 INSTALLATION DETAILS FOR FLANGED FRAMES Rawl By J.R. MIN. CONCRETE K51 PER ANCHOR TYPE, SEE SHEET SEE ANCHOR 7 OR 1.5 K51 MIN. CMU GUIDELINES, - ,.'• ••. 1X WOOD BUCK SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING FJC 7114103 SEE ANCHOR GUIDELINES, SHEET 6 INTTERIOR SEE ANCHOR GUIDELINES, SHEET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B 1/4 MAX. SHIM 1/4 MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 keel D r Dec Dem Br Dec s /s1 /IO Rm c c Raceme dmeee 4'OOtx 1NFORA/2TIOM Farr ERRE GANikT1ON TO INCLUDE MIN. CONCRETE KSI PER ANCHOR TYPE, SHEET 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, --.- SHEET 7 NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UMTTS. O 90 CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ° . IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 - 1/2 ° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1X WOOD BUCK 1/4 MAX. SHIM r MAX. WINDOW HEIGHT 1/4 MAX. SHIM r SEE ANCHOR GUIDELINES, SHEET 6 HORIZONTAL SECTION A —A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT pYlgvi I NTS 14 8 I 42534 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES. SHEET 8 PRODUCT UMW complying wefts Roads &Mies CUM Agenfor e / / / 4 " • .�n/rik ▪ itoMeCadeel B Y li M i lan MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED mewed 1 3/8" MIN. EMBEDMENT 2X WOOD BUCK EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE 77 0. .,,/ e " #12 STEEL y SELF - DRILLING'''^ SMS (G5) USE SAME ANCHOR OUANTTTY & SPACING AS #12 STEEL SCREW =BM (SHEET Cl DADE APPROVED MUWON SEPERATE NOA) ANCHOR GUIDELINES. SHEET 8 INTERIOR \ s \ s\ s \N....In...., ON ALUMINUM: 6D63 -T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE 1/4° MAX. SHIM OR FRAMING 1/8" NOM. MIN $ STEEL SELF - 1 RILUNG (G5) USE E ANC •R AS EL 6 ) SPACIN #12 SC (SHEET FIN FRAME WITH FIN REMOVED SEE ANCHOR! GUIDELINES, . • SHEET 7 . MIN. CONCRETE K51 PER ANCHO SEE SHEET 7 OR 1.5 1<51 MIN. EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP 1/4 MAX. SHIM 1-3/8 MIN. EMBEDMENT EXCLUDING POINT 1/8" NOM. MIN. MOM METAL FRAMING A36 STEEL: Fy =36 K51 MIN. .125 MIN. WALL THICKNESS SEE ANCHOR GUIDEUNES. SHEET 7 Fl INTERIOR IX WOOD 1/4" SHIM #12 STEEL SELF - DRILLING SMS (G5) USE SAME ANCHOR QUANTITY. SPACING & EDGE DISTANCE AS #12 LL SCREW (SHEET 6) EXIEBIUH FULL - LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) NO 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1/4 MAX. SHIM 2X WOOD BACKER FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE 2. 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. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Rend Sr J.R. er e Kmatl 7Jr Oct: brow 3/37/70 aewam: 6 Revision= Swims CLmketl We. INFORbfAT10N£ RWLARG W1AvenoN T•0 INCLUDE FJ /1 4V3 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 BUCK WITH N REMOVED T SEE AN GUIDELIN SHEET 7 INTERIOR SEE ANCHOR . • GUIDEUNES. . '» SHEET 7 ". MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 TYPE, OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM. MAX. SHIM ANCHOR GUIDEUNES. .. SHEET 7 Y OR #12 STEEL SELF - DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) MAX. SHIM EXIESl9@ STEEL STUD Fy =33 KSI MIN. 18 GA MIN. SEE ANCHOR GUIDELINES, SHEET 7 FLANGE FRAME. (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT s../Y"tle: scow s,me IS_ pe PW.701 NTS S 0 8 4258-4 1/4 MAX. SHIM MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL, ` 497 j `��� y L YNN + u T , 1 1 p e.N8E No *10 , SSIONPL A Lynn Miller, P.E P.E.® 58705 Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4) Anchor Description Anchor Type 'A or "Er Dimension (51) 24 30 38 42 48 54 80 87.875 Anchor La anon° 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 .3 4 1 2 3 4 1 2 3 4 (u!) u1 ado JO .8. 1.375 Jamb 1/4' 410 SS CreteFlex 3 4 1.375' 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 HeadtSN 2 2 R 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 6 5 8 5 6 8 6 6 7 8 7 6 • 5 4 5 4 5 5 6 5 6 5 8 5 5 5 8 5 5 5 8 5 5 5 8 6 5 5 6 8 5 5 Head/SW 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 8 6 6 7 6 6 6 7 8 7 7 8 7 60 .Iamb • 6 5 6 5 6 8 6 8 6 6 7 6 6 6 7 6 7 6 7 6 7 8 7 6 7 6 7 6 Head/881 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 8 8 7 8 7 8 7 8 8 7 8 7 67.875 Jamb 7 6 7 8 7 6 7 8 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/SIB 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 6 8 7 8 7 8 7 8 8 7 8 7 Jamb 8 7 8 8 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/SW Hu 2 3 3 3 3 4 3 4 3 6 4 5 4 5 5 8 8 8 8 7 8 7 8 7 8 78.8 Jamb 7 8 7 8 7 8 7 8 7 6 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Head/SIU 2 3 3 3 3 4 3 4 3 5 4 5 4 6 5 8 5 8 8 7 8 7 8 7 6 Jamb = 7 6 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/SW 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 8 8 8 7 8 3 Jamb 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Hemi/SDD 2 3 3 3 3 4 3 4 3 6 4 5 4 5 5 8 6 6 8 7 8 Jamb ' 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/S81 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 6 109.7 Jamb 9 10 9 12 9 10 10 12 10 10 10 12 10 2 3 3 3. 3 4 3 4 3 5 4 5 4 4 ' Width and Height dimensions maybe reversed to locate anchor quantities on the table. If so, the Head/Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/SW 120 Jamb ' 11 10 13 10 11 11 13 11 Head/Sill ���� 3 3 3 3 4 3 4 3 128 Jamb 12 11 13 11 12 12 13 11 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 16 12 Head/Sill 2 2 2 2 3 3 3 3 Anchor Tye Anchor Description Substrate Min. Edge Distance Min. Embed- ment 612, Steel screw (G5) S. Pore E oP . 6 d o di 1.375' 1 612, Steel screw (G5) Stl. Stud, Gr 33 .048 612, Steel screw (G5) Alum. 6063 -15 0.125° 612, Steel screw (G5) A36 Steel 0.125 #14. Steel screw (G5) S. Pine 0.984° 1.375' 2 #14, Steel Screw (G5) StL Stud, Or 33 0.381' .04811BGa #14, Steel screw (05) Alum. 8083 -18 0.381° 0.125 #14, Steel screw (G5) A36 Steel 0.381' 0.125` 3 1/4" Steel Ultra= S. Pine 1° 1.375 1/4' 410 SS CreteFlex S. Pine 1' 1.375' 4 5/16° Steel Macon S. Pine 1.28" 1.375" B J.R. Raved B,: F.K. aim Dram By FJC NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND 1dP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A' AND 'B MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J /3 1/1 0 4/4/07 /14A9 Beaeroace C Bee6bne: B Checked *am. C R erg f k rgRGANIkmw TO WCLUDE NEW SHEET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 r 1-1, f +— 'B' DIM. —•-� A' & 'B DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "A" I DIM. I ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT PW7W I AITS I B a 8 l 4269.4 if DIM. Head, Sill and Jamb Anchor Quantities Into Masonry (Anchor Types 6-7) Anchor Description Anchor Type \ "A' or '13° Dhrlenslon (In 24 30 38 42 48 64 80 67.875 Anchor Location* * 5 8 7 5 6 7 5 6 7 5 6 7 5 8 7 5 8 7 6 8 7 5 8 7 re a•A Dimension OM Jamb 4 3 3 4 4 3 44 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 8 6 8 6 6 5 7 7 6 48 Jamb 5 4 4 6 6 4 6 5 4 6 6 5 6 5 5 8 5 6 6 6 5 6 6 5 Head/SIQ 2 2 2 3 3 3 4 4 3 6 5 4 6 5 5 7 6 6 7 6 8 8 7 7 eo Jamb 6 5 6 8 6 5 6 8 6 7 8 6 7 6 7 6 6 7 6 6 7 6 6 Head/S81 2 2 2 3 3 3 4 4 3 6 5 4 6 8 5 7 6 6 7 6 6 8 7 7 67.875 Jamb 7 6 6 7 6 6 7 7 8 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/Si8 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 8 6 7 6 6 8 8 7 72 Jamb 8 6 8 8 7 8 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Head/S51 2 2 2 3 3 3 4 4 3 6 6 4 6 5 5 7 6 6 7 0 8 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/SfI 2 2 2 3 3 3 4 4 3 6 5 4 6 8 5 7 6 6 7 6 6 84 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/S81 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 8 6 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/SfI 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 6 8 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/SM 2 2 2 3 3 3 4 4 3 5 5 4 8 6 6 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/SffI 2 2 2 3 3 3 4 4 3 6 5 4 * 120 Jamb 13 10 10 13 11 10 13 11 10 Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head/Sill andJamb rows must also be reversed so that the longer dimension gets the most anchors. Head/Sill 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head/S8I 2 2 2 3 3 3 4 4 3 145 Jamb 18 12 12 15 13 12 Head/8111 2 2 2 3 3 3 IA I Anchor Description Subshate Min. Edge Distance Mho. Embed - ment 5 1/4' Steel Ultracon Hollow Block 1" 1.25" 1 /4' Steel Ultracol 2.7k Concrete i" 1.375' 6 1/4' 410 SS CreteFlex Hollow Block 1' 1.26" 1 /4' 410 SS CreteFlex 3.35k Concrete 1" 1° 7 6/16' Steel tlttracon Follow Block 1.563° 1.25' 5/16' Steel Nttacon 3.5k Concrete 1.25' 1' 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A" AND "B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. FJC NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145' 55D HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN, ROUND Sit TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 10 C F IN RMA710NEIMARGERRE CANl7.(71ON TO INCLUDE ' 1070 TECHNOLOGY DRNE N. VENICE. FL 34275 P.D. BOX 1529 NOKOMIS. F. 34274 p 5 DIM. L SawNoaet PW4OI "B DIM. - ►I Scoic NTS "A' & 18" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Neat 90.4 7 0 8 I 4269 - 4 "B" DIM. 1 „ t 111 I ir1, ▪ '# ��• • 14C(' 58 • • i -0, Q is f ..�?� 1 8sIONPs , A. Lynn Miller, P.E. P.E.# 58705 ITEM DWG # PART # DESCRIPTION 1 4258A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lam' glass bead 11 4254 64254 1.1/16 lam! LG. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (thick) 13 4224 installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7116" lama glass: 3/16" annealed - .090 DuPont Butacite or Safiex KeepSafe Maximum PVB interlayer- 3/16" heat strengthened 18 1 -1/18" lama I.G. glean 3/16" heat strengthened outboard - 7/18" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4282 64282 Architectural corder key 21 7/16" lams glass: 3/18" heat strengthened - .090 DuPont Butacite or Satiex KeepSafe Maximum PVB Interlayer - 3/16" heat strengthened 1 -1118" laml I.G. glass: 3/16" heat strengthened outboard - 7116" airspace - 3/16" heat strengthened - .090 DuPont Butacfte or Safiex KeepSafe Maximum PVB interlayer - 3/16° heat strengthened INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A 1.875 .500' .062" .062' 2.784 FLANGED FRAME MAT'L.: 25 .094' 1 +- .970' .975" .050' 7/16" LAMI GLASS BEAD 1B MAT'L: 6063 —T5 DWG NO. 4255 1- 1/16" LAMI I.G. GLASS BEAD 11 DWG NO. 4254 INSTALL. FASTENER COVER to MAT'L: 6063 —T5 DWG NO. 4224 Rena Br 3/31/70 C w.Cam COMPLETE INFORMATION 1.011 AND RE TlON TO INCLUDE wiNuows. Rem er. Oaten Dam F.K 7114103 Narbba": 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 EXTR USION PROFILES & PARTS UST 7A1. UMINUM PICTURE WINDOW, IMPACT ""k.,NmYt PW-701 9caten NTS 8 a 8 Na. 4289.4 PRODUCT REVISED a°°opl wimQa Eaphagio•All°' 4/'/ E By /grr A. Lynn Miller, P.E. P.E.l 58705 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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.maimidade.gov/buildinecode NOTICE OF ACCEPTANCE (NOA) PGT Industries ,�`�` cyQin ( 9 Nokomis, FL 34274 1070 Technology Drive v J 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 Hurricane Zone. • DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. PROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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 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 renews NOA # 05- 1129.11 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. I� NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 t !; Manuel Pe Product Control 0 : - mi 1 r NOA No. 08- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 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 & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Safes BIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OT 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th _ 'es C -740 Aluminum Casement Window — L.M.I., approved . 0 3/06, exp'jt :..` /22/08. Manuel P -• P.E. Product Contro iner NOA No. i 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES. LARGE MISSILE WINDOW 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF • T. • 1 . . 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED LASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. SOL -.•. __.- ) x ) 0 x 0 CONFIGURATIONS OPTIONS x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUALUTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 . 7/16 (2 LITES OF HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16 LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16 ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR °X° CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 444 "XOX" & "0° CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX° CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & r ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED UTE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS. 3" APART AT MID -SPAN ® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 41,7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. PPADVcT IIENEWEt9 as ealsyk d :ri(h (peF7"rlda ftnidlinvliarls Accsc: -" Ca:e r/ RntlaF "k"• F.IC 325/03 Ream 8 ADD M1S' LG. & MOVE GLAZING DETAILS 70 SHEET2 FK 7/10/03 Rwber• FJC Roark. NO CHANGE THIS SHEET 070 TECHNOLOGY DRIVE NOX0616, FL 34275 0123105 ReWbne D ADD 78' HT., GLASS TYPES FAND G. REVISE ANCHORAGE. P.C. 80X 1529 a r 0°": Choate BK O°": F.K. 12/17/02 Visibly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS ea,u I "mrn°°o 1 13 I 7045 -8 Rat D Lucas A. Turner. P.E. PE @58207 Mechanical 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED G - x-.090 PVB INTERLAYER I-- 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED 3/16" HEAT GLASS I ~ STRENGTHENED NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT -- .090 PVB INTERLAYER GLASS .65" NOM. GLASS BITE 31 7/16" LAMINATED GLAZING DETAIL 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 6" ANNEALED OR HEAT TRENGTHENED GLASS AIR SPACE ANNEALED GLASS 13/16" 13/16" I.G. W/ 7/16° LAMI GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8° HEAT STRENGTHENED GLASS 13/16" I.G. W/ 5/16° LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE .65" NOM. GLASS BITE PRODUCT 7.fi7 F.K. 32503 B REDRAW GLAZING DETAILS & ADD 13/18' LG. AK 7 /10/03 C NO CHANGE THIS SHEET 070 TECHNOLOGY DRIVE NO10O183, FL 30275 ilsaa &mom= P.0. 1529 F.K ' 62305 O ADD 13116* 1A141 LG. W/ 7/151A511 LOU 18 CORRECT 5/16' DETAIL *so Sy vm, dia D.,. MdBF t 03 FIG, 0325/03 NOKOMIS, F134274 ca Visibly Bata* GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -745 , SMIK NTS 2 d 13 7045 -8 D Lua,, A. Tu"ce.. A.E. P0856201 AdecMa"ital CENTERLINE 1 1/2" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) ) 13" MAX. O.C. 4° MAX ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) I 4° MAX ---1 : SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX VENT TYP. ANCHOR LOCATION TYP. 4" MAX MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134° MAX WI DT 53° MAX DAYLIGHT OPENING P1 I 13" MAX O.C. -4 --- --I 60° MAX. FIXED 4" MAX DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 3 4" MAX 30" MAX DAYLIGHT OPENING � O i 30° MAX DAYLIGHT OPENING ELEVATION A° - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) SEE MEETING RAII,AETAIL �P . (2) 69" DAYL OPE 4" MAX --..1 -I-141 2 MAX. O.C. TYP. ELEVATION "B° - °XX" (SEE SHEET 7 FOR PRESSURES) 69" MAX DAYLIGHT - OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 76" MAX HEIGHT J I---- 1141/2" MAX O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) A I AX. GHT ING 76" MAX. HEIGHT PRODUCT MEWED mea°pFjl°n Mei CIS FIIWS 3ot+tlrr„C a BY 3 Itrod FX Read,* F.K. Rood ay: FX maws ex F.K. wt• W=3 mar 7 /10,03 X 17102 fintsicat B Rations: CHANGE MAX NT. TO 78' AND MAX. DLO T058" ,rte Onmms7 CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS 1070 rECHNOLOOraRIVE NOUKOMIS. FL 34278 P.O. BOX 1829 NOKOMIS. FL 34274 YLiiQl1}6l�eBedar XX" & :VOX" ELEVATIONS css ALUMINUM CASEMENT WINDOW, IMPACT CA-740 I NTS 3 . 13 7045 -8 D • l z I 1 / I �� /'`U''��'' Luse A. Turner. P.E. PE 058201 Mechanical HINGE LOCATED APPRO FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. L 4° r 4" MAX. 37" MAX. WIDTH 30° MAX. -°-- DAYLIGHT - OPENING 30° MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 141/2" MAX. O.C. ELEVATION "D" - °X° (SEE SHEET 5 FOR PRESSURES) WIDTH 7 1 69" MAX. DAYUGHT OPENING 76" HEI 13" MAX O.C. 4° MAX. 14 1/2" MAX. O.C. VENT 4" MAX.- - J HEAD & SILL ONLY -°� MAX. VENT 60" MAX FIXED ELEVATION ° F" - "XO & 'OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 1 76" MAX. HEIGHT 53" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13° MAX. O.C. 4--- -I-13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4" MAX. 4° MAX. ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 1 - - 1--13" MAX. O.C. NOTE °X" PANEL MAY SWING IN EITHER DIRECTION G, SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT PRODUCT MEWED saidwe axa9 /SWAY 1 /Z r /off" w.we, F.K 325103 a.dma: 8 CHANGE SHEET NO REFERENCES ADD HINGE DETAIL 8 HINGE LOCATION NOTES CHANGE MAX HT. TO 76 AND MAX. DLO To sr non 6@3/05 7710103 12/17/02 C ce ad rfi: FK 10707E01NOLO0YDRIVE NO1COMIS, FL 34278 P.0.80X 1529 NOKOMIS, FL 34274 P T WIJj s1°fac, °X", O°, "XO" & OX" ELEVATIONS 1 ALUMINUM CASEMENT WINDOW, IMPACT s,4°4_ ae": C4.740 NTS 4 " 13 7045 D Lucas A Turner. P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAM! (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" . HEIGHT 26 J 31 36 38 3/8 43 48 50 5/8 54 57 60 63 86 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS _WIDTH 191/8 - A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 70.01 -90.0 70.0 90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 89.9 -67.8 67 8 .0 -90.0 -66.i 70.0 66.2 -90.0 -65.0 70.0 65.0 -90.0 -63.7 63.7 261/2 A -90.0 70 0 -90.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87A 70.0 -77.6 70.0 - 68.4 68A -63.9 63.9 -60.0 60.0 -58.5 58.5 - 562 58.2 -53.4 53A -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70:0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 38 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 - 75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 +t47`asvtm �"'! y i� ' m ` Mort 2_ ag� la .. _ i*i ., B,E -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 48.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAM (3/1 6 "A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH .0 1 70:0 PROM= RENEWED as Witt de Riodeat adding Code .,., :,• ..., pace ! ga, • TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1 /8"A,AIR SPACE, 7 /16" LAMI -W/ 3/18 °A,.090,3 /18 "HS) ALL "X" SIZES UP TO 37" WIDE x 78" HIGH 55.0 55.0 NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. s; 11 / ���° Lucas A. Tumor. P.E. machentai gend er F.K. • EIC F.K. ADD GLASS TYPE E TO TABLES r 6 a / i CHN S . FL 8 P.0. 130X 1529 NOKOA47S, FL 34274 Viably Better ,.tea PRESSURES- X CONFIC. WINDOWS NO CHANGE THIS SHEET Tid" ALUMINUM CASEMENT WINDOW, IMPACT a i. REVISE ANCHORS 8 76n F.K.- ADD HEIGHT OPTION m,; 1 s _ N TS f 5 er 13 �� 7045 -8 Rot D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 X X GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8"HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 80 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 5 -87.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 8 - 58.0 58.0 60 A 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 .-68.4 68.4 - 63.9 63.9 -60.0 2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 2 -39.7 39.7 74 _ A _ -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 - 49.9 49.9 , -46.4 .1 - 38.6 38.6 Tr 1 Fill TABLE 4. "XX" WINDOWS 3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/81HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "1S,3/8" SPACE,5/16" LAMI-W/ 1/8"HS,.090,1/8"HS) ALL "XX" SIZE: [ -75.01 70.0 TABLE 5. "XX° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3116"HS) tIgu7 ,1 ALL "XX" SIZE; 1-90.01 70.0 TABLE SA. "XX" WINDOWS TEST REPORTS: FTL -3580. FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/15" LAMI (118 "A,AIR SPACE, 7/16" LAMI - 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Lures 0 Turner, P. PE 958201 P ec58 201 Rose in, DM. Rams. ,070,F OLOG sL P.O. BOX 1529 NOSOMIS. FL 34274 PRESSURES- XX CONFIG. WINDOWS a "r, Oste Rossi --- A LUMINUM CASEMENT WINDOW, IMPACT "�� P.K 823/05 a to-,... Br P K Om. 12/17/02 D 17.9414,: REVISE ANCHORS 9 ADD TABLES 78' HEIGHT OPTION Data Visibly Heuer s"w"ma a CA-740 sat sat 54r 6 > 13 D".1°at 7045 - 8 a r p TEST COMPARATIVE ANALYSIS TABLE 8. GLAZING OPTIONS: A. 5/16° LAMI (1/8°A,.090,18"HS) B. 5116• LAMI (1/8'HS,.090,1/8"HS) C. 7/10° LAMI (3/16"A,.090,3/16"HS) E. 13/16" LAMI (18 "HS,38' SPACE,5/16" LAMI -W/ 18"HS,.090,18"HS) F.13116" LAMI (18 "AAIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) WIDTHS "O" "LOX" 5012 101 36 72 37 74 3912 79 42 84 46 90 48 96 5318 10838 64 108 5512 111 57 114 5812 117 60 120 Meader PK goad By F. K. te F.K. base. 7/10/03 Ore 621 ore 72/17/02 A B,E C,F A B,E C,F A B,E C,F 8,E C,F A 136 C.F B,E C.F B,E C,F A B,E C,F B,E C,F A B,E C,F A B.E C,F A B,E C,F A 13,E C,F HEIGHT 26 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -754 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -742 -75.0 -90.0 -72.9 -75.0 -80.0 Preeeen C Rem 0 per POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 703 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0, 31 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 55.0 -75.0 -90.0 -60.8 -75.0 -90.0 58.7 -75.0 -90.0 -582 -75.0 -90.0 -57.1 -75.0 -90.0 -562 -75.0 -90.0 554 -75.0 -90.0 -53.4 -75.0 -90.0 ore: POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 80.8 70.0 70.0 58.7 70.0 70.0 582 70.0 70.0 57.1 70.0 70.0 682 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 - 54.3 -75.0 -90.0 -513 -75.0 -90.0 -48.7 -75.0 -90.0 .47.9 -75.0 - 90.0 -48.4 -75.0. -90.0 -44.8 -76.0 NO CHANGE THIS SHEET -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 513 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46A 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 3838 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.8 -75.0 -90.0 -51.1 -75.0 -90.0 -483 -76.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -433 -75.0 -90.0 -42.1 -75.0 -90.0 40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 CHANGE ANCHORS AND ADDIS' NT. °PITON 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43 NEG -60.4 -76.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -83.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 -75.0 - 771 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 633 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 482 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 90.0 -51.4 -75.0 -88.0 -48.7 -75.0 -812 -46.1 -76.4 -453 -75.0 -75.0 -75.0 -72.5 -75.0 -70.7 -41.3 -40.4 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 70.0 48.7 70.0 70.0 48.1 70.0 70.0 453 70.0 70.0 43.9 70.0. 70.0 42.5 70.0 70.0 41.3 69.0 40.4 50 518 NEG -75.0 -90.0 49.9 -75.0 -90.0 -75.0 -90.0 -53.4 -90.0 -50.9 -75.0 -88.2 -75.0 -80.9 -48.9 - 76.0 -75.7 -44.2 -71.1 43.4 -70.1 422 -75.0 412 402 -39.2 - 63.3 51.1 70.0 49.9 70.0 70.0 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 70.0 70.0 48.9 70.0 44.2 70.0 70.0 43.4 70.0 70.0 422 70.0 68.4 41.2 70.0 66.7 40.2 64.9 63.3 Rend* our F.K. 3125103 B ADD GLASS TWE E TO TABLE II 1070 TECHNOLOGY DRIVE NOKOMIS, FL SOTS P.O. BOX 529 AtOKON1S, FL 3074 54 NEG -76.0 -90.0 -48.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -81.8 -75.0 -75.0 -43.5 -75.0 -703 -42.2 -75.0 -41.9 -75.0 -40.8 -75.0 -75.0 -61.8 -38.7 -75.0 - 59.1 POS 47.9 70.0 70.0 70.0 70.0 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 70.0 66.5 41.9 70.0 65.4 40.8 70.0 39.8 70.0 61.8 38.7 70.0 60.4 37.8 70.0 59.1 57 NEG -44.8 -90.0 -75.0 -41.1 -75.0 -48.9 -75.0 -84.5 -44.7 -75.0 -42.5 -75.0 -70.7 -413 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -75.0 -38.5 -58.7 -37.6 -75.0 -57.3 -38.7 -73.3 - 55.9 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.8 70.0 36.7 70.0 55.9 113 r Vitibb Better 60 -42.2 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -404 -75.0 -673 -39.2 -75.0 -38.0 -75.0 -60.0 -37.6 -59.1 -37.2 -74.3 -57.5 -733 -72.2 - 53.0 42.2 70.0 70.0 41.1 70.0 70.0 38.8 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 404 39.2 70.0 63.5 70.0 60.0 37.8 70.0 59.1 37.2 70.0 57.5 70.0 55.9 36.1 70.0 35.5 70.0 53.0 63 NEG -39.7 -75.0 -90.0 -75.0 -90.0 -75.0 -832 -41.9 -75.0 -39.7 -75.0 -75.0 -37.1 -74.3 -38.2 -72.4 CA-740 -57.3 -71.8 -70.8 -54.8 -34.8 -69.6 -34.2 -51.6 -33.7 -87.4 - 50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 70.0 70.0 41.9 70.0 70.0 39.7 70.0 692 38.4 70.0 37.1 70.0 60.5 38.2 70.0 35.9 70.0 35.4 70.0 54.8 34.8 532 342 68.4 51.6 67.4 50.0 Seiko NTS 67 -53.81 53.8 -51.11 51.1 47.8147.8 7 13 72 -55.0( 55.0 -55.01 55.0 -52.61 52.6 45.21 45.2 43.6143.6 76 -55.01 55.0 -5321 532 - 46.21 40 2 45.21452 42.61 42.8 41.7141.7 40.81 40.8 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7 113" LAMI (3/161-18,.090,3/16"HS) ALL "0" SIMS UP TO 60" WIDE x 83" HIGH AND ALL1/4-12-1/4 XOX" SIZES UP TO 120" WIDE x 133' HIGH 1-90.01 70.0 TABLE 7A. TEST REPORTS: FTL-4607, FTL NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTAWNG WITH #12 SCREWS, DESIGN PRESSURE IS UMITED TO 69.6 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT Osaag 7045-8 ger 4 2 mania Remo awasznetS Ike Of *deg pxoDucsRENEviED Bedding Cade Date v.II.VGLagfni Lucas A. Turner. PE. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX° & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) "XO" WIDTH 37 48 491/3 531/8 58 60 64 67.333 70.917 72 74 "XOX" WIDTH 551/2 72 74 79 2/3 84 90 96 101 108 3/8 108 111 A A A A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 '70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -71.8 - 70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 NEG -75.0, -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -68.4 -81.8 - 80.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.4 81.8 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -68.4 -81.8 -58.2 -55.1 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 58.2 55.1 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -71.9 -63.9 - 58.9 -55.6 -51.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 70.0 63.9 58.9 55.6 51.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -67.7 -60.0 -56.1 -52.6 -48.9 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 67.7 60.0 58:1 52.6 48.9 47.9 46.4 57 NEG -75.0 -75.0 -75.0 -72.1 -64.9 -58.5 -53.8 -49.4 -45.8 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 64.9 58.5 53.8 49.4 45.8 44.8 43.5 60 NEG -75.0 -75.0 -75.0 -69.5 -62.7 -58.2 -50.4 -45.9 -42.8 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 62.7 562 50.4 45.9 42.8 422 41.1 63 NEG -75.0 75.0 -75.0 -67.5 -60.4 -53.4 -47.7 -43.1 -40.3 -39.7 - 38.8 POS 70.0 70.0 70.0 67.5 60.4 53.4 47.7 43.1 40.3 397 38.6 TABLE 9. "%O" or "OX" & 9/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /18" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XO" OR "OX° SI7FS UP TO 74" WIDE x 63" HIGH AND ALL °1/3-1/3 -1/3 XOX° SIZES UP TO 111° WIDE x 63° HIGH 1-75.01 70.0 TABLE 10. "XO "or"OX" & "1/3- 1/3- 1/3XOX° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16° LAMI (3116°0,.090,3/16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A. 'XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 °A,.090,3 /16"HS) F.13/16" LAMI (1/8°A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SI7FS UP TO 111° WIDE x 76" HIGH 1-55.01 55.0 A NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES. USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS UMITED TO 69.6 P.S.F. 1 3 X 1 3 O 1 3 X X O 0 x Read er FX F.IC Reebar. FK FJC Mac 3/2./03 pee 7/10/03 Dec 12/17/02 8 ADO GLASS TYPE E 70 TABLE 9 ttseisbrer Gmtlxa 67 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 75' HEIGHT OPTION 10707ECHNOLOOYDRIVE NOKOM S. FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 1 G Visibly Buren PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT smr.°mas sea CA-740 NTS am' ti: 8 d 13 I 7045 -8 D Lures A. Turner. P.E. PE 1158201 Mechanical TABLE 12. XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (31161HS,.090,3/18"HS) ALL XOX" SIZES UP TO 134° WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 70.0 CA COMPARATIVE ANALYSIS TABLE 11. XO" at °OX° & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 GLAZING OPTIONS: A. 5116" LAMI (118"A..090,1/814S) B. 5/16" LAMI (1 /81HS,.090,1 /8 "HS) C. 7/16" LAMI (3118"A..090,3118"HS) E. 13/16" LAMI (1/81HS,3/8" SPACE,5/16" LAMI-W/ 1/81H5,.090,1/8"FIS) F. 13/16° LAMI (1/8"A,AIR SPACE,7/18" LAMI -W/ 3/18 "A,.090,3 /16 "HS) 70X" VENT FIXED 89.284 88.919 95.973 108.849 115.892 122 123.135 128.000 130 130.378 134 Rene ST F.K. R"e08p F.K WIDTHS 19.125 24 27 30 32 33.687 34 34.791 35.898 38 37 Was 9/25/03 brim 7110/01 31.014 38.919 42.973 48.849 51.892 54.627 55.135 56.418 58.209 58.378 60 0.:a:r B Rtg00r Oa. Ra,tiime F.K. 623/05 D A B,E C,F B,E C,F A B. C,F A B.E C,F A B,E C,F A 8.E C,F 8.6 C,F A 13,6 C, A 8,6 C,F A 13,6 C,F B,E C,F Dm.* Date Chador/8f os,r F.K. 12/17/02 HEIGHT 28 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 NEG -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -48.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 63.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 48.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38 3/8 NEG -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 43.8 -75.0 -90.0 -42.6 -75.0 -90.0 41.2 -75.0 -90.0 41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 60.4 70.0 70.0 48.8 70.0 70.0 44.0 70.0 70.0 43.8 70.0 70.0 42.8 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 43 NEG -74.1 -75.0 -90.0 -58.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -48.7 -75.0 -82.8 45.1 -75.0 -79.9 -45.0 -75.0 -79.8 -43.5 -75.0 -77.1 POS 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 48 NEG -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -552 -75.0 -90.0 -50.7 -76.0 -84.7 -47.4 -75.0 -78.6 -44.7 ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 75' HEIGHT OPTION -75.0 -74.0 -44.3 -75.0 -73.1 43.1 -75.0 -71.3 41.5 -75.0 -89.3 -41.4 -75.0 -69.1 40.4 -75.0 -67.3 POS 64.9 70.0 70.0 50.4 70.0 70.0 552 70.0 70.0 60.7 70.0 70.0, 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 672 50 5/8 NEG -60.6 -75.0 -90.0 47.5 -75.0 -90.0 -52.6 -75.0 - 90.0 -48.2 -76.0 -79.5 45.5 -76.0 -732 -42.8 -75.0 -89.4 -42.4 -75.0 -68.8 41.8 -75.0 -67.3 -40.4 -75.0 -85.3 40.3 -75.0 -65.1 -39.2 -75.0 -63.3 POS 60.6 70.0 70.0 47.5 70.0 70.0 52.8 70.0 70.0 482 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 85.1 39.2 70.0 63.3 1070 TECHNOLOGY DRIVE NOKOAOS. FL 94278 P.O. BQX 1529 NOKOMIS. FL 34274 54 NEG -58.1 -75.0 -90.0 -44.1 .75.0 -90.0 -49.1 -75.0 -87.0 -42.7 -75.0 41.4 -75.0 -41.1 -75.0 -75.0 -62.5 -38.9 -38.8 -37.7 -75.0 -59.1 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 402 70.0 38.9 70.0 60.8 38.8 70.0 80.5 37.7 70.0 57 NEG -75.0 -90.0 -75.0 -90.0 -75.0 -81.9 -42.0 -75.0 -89.7 -40.7 -75.0 -39.5 -75.0 -61.0 Vitib0 Bette, -39.3 -75.0 -60.5 -38.7 -75.0 -37.7 -75.0 -37.8 -75.0 -57.4 -38.7 -73.3 POS 58.1 70.0 70.0 70.0 70.0 70.0 70.0 42.0 70.0 89.7 40.7 70.0 64.8 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 70.0 57.4 70.0 55.9 F21 c; r 60 NEG -53.3 -75.0 -90.0 -39.2 -75.0 -43.6 -75.0 -77.2 -40.1 -75.0 -75.0 -37.5 -74.9 -58.4 -37.3 -74.6 -38.9 -58.5 -38.2 -72.4 -54.7 -72.3 -54.6 -35.5 -71.0 -53.0 POS 53.3 70.0 70.0 39.2 70.0 70.0 70.0 70.0 40.1 70.0 88.3 38.6 70.0 61.4 70.0 58.4 37.3 70.0 57.9 38.9 70.0 70.0 54.7 70.0 54.8 35.5 70.0 53.0 63 NEG -50.5 -75.0 -73.8 -85.2 -41.1 -75.0 -38.0 -58.8 -35.7 -71.4 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -88.6 -51.9 -51.7 -33.7 -50.0 POS 50.5 70.0 70.0 38.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 38.6 70.0 58.8 35.7 70.0 35.5 70.0 55.2 35.0 70.0 53.8 34.3 68.6 34.3 68.5 517 33.7 67.4 50.0 4614 55.0 454 ss.o -52.1] 52.1 -50.11 50.1 -48.01 48.0 NTS 13 72 NEC' POS -55.01 55.0 -55.01 55.0 45.81 45.8 .42.81 42.8 76 NEGIPOS -52.21 522 -44.6144.6 40.81 40.s & °OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12A. °X0" or "OX" & "COX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4808 ALL "X0X" SIZES UP TO 134° WIDE x 78' HIGH WITH sr MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH AND ALL °XV or ''OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND Kr MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESiGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE-FLEX ANCHORS. • 2. IF INSTALUNG WITH #12 SCREWS, DESIGN PRESSURE is LIMITED TO 69.6 p.s.F. ALUMINUM CASEMENT WINDOW, IMPACT 0 UNEQUAL LITES 0 UNEQUAL UTES 0 UNEQUAL UTES PRoDOCT MIMED RAE* Calu Lucas A. Turner. P.E. PE 608201 Mechanical MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX° FRAME ASSEMBLY DETAIL, SHEET 11 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX f REFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 GOG reancr REVISED dI7 wk■ u. Noes code. MAW aft" PRODUCT RENEWED es complying wUb the Florida Riddles Cade Accept:we , r;• 1/ . Data AL'!•VA1C J,.. .� di (;1 1 14(/or was BF F.K. wmer FX Roa48K F.K Caraths F.K WOW lata 7/10/03 1033/08 Dane 12/17/03 w.Wao B Rentisbav R.,tallee 0 *edged er ADD 7388' LO. GLAZING BEAD ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEMB9 Dane 1070 TECHNOLOGY MINE NOKOINS, FL 34278 P.O. BOX 1520 NOKOMLS FL 34274 Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT saregarcur I NTS I 0 a 19 ImKae> 7045-8 D Lucas A. Tamer, PE. PE 858201 Mechanical FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X° FRAME JAMB FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "0" FRAME JAMB "XO° & °XOX" FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL -►I 1.376" .095 "I. 440" CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 434° 2.854" .062" NOM. 1.159° 2.139" (SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062° NOM. L 2.784° FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A 2.919° Read Br F.K. Rena 6r F.K. Des 3/25103 Dow 7/1053 • Radskm Read 9r Oa: Resift= FX. 623105 D ADD ITEM 89 Oanar OW OedWar OM F.K 12/17/02 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE 5GKOM15, FL 34275 P.O. BOX 1529 504(04419. FL 34274 Pc;T Visibly Beau EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT s"mnas I s t CA-740 I NTS 11 d 13 7045 - 8 Lucas 4. 30me... P.E. PE 558201 MechaNcaf PARTS LIST CONT. ITEM DWG 6 PGT. // DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 08 X .730 QUAD PN SMS 80 7005A FDIED WINDOW FRAME - MEAD, SILL & IAMBS 81 1155 7819QA 08 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 13/16" LG. GLASS (1B°HS, AIR SPACE, 5 /16 "LAMI) 5/16" LANG ° (2) LITER OF 1/8"HS GLASS WITH AN.0901NTERIAYPR. SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"115, AIR SPACE, 7/161AMQ 7/16" LAMI 3/16A & 3/16118 GLASS WITH AN.090 INTERI AVER- SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8"11$ AIR SPACE, 7 /16 "IAMI) 7/16° LAMI = 3/16115 & 3/16HS GLASS WITH AN.090INTERIAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) PARTS LIST ITEM 2 3 5 6 7 9 10 11 12 13 14 75 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG ti 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 70044 7011 7012 7019 7018 PGT, /! 78IPQA 781PQA 67017K 78X78PPSMS 785824 710x12FP 61P247 6163K 61635K 60976 78x12PSTW/B 67004 712XIPPT 711573 7FLDHD DESCRIPTION MAW FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 1/2"X1/2"X1/8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS' 08 X I QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASHCARNERKEY MAXIM MULTI -POINT LOCK LACK SUPPORT PLATE #10.24 X.562 PH. PN. TYPE F MULTI -LOCK KEEPER (5.11. & L.H.) 68X.875PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXSMDYAD OPERATOR MAXM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 08-32 X .375 PH. PN. TYPE B STUD BRACKET (LB & R1L) 08 X 5/8" FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 010 X .500 PH. P1B.. 5/16" LAMINATED (1/84 & 1/8115 GLASS) .090 WIERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/811S & 1/8115 GLASS) .090INTERI.AYER - SOLUTIA OR DUPONT PVB 7/06° LAMINATED (3/16A & 3/16118 GLASS) .090 LNTERIAYER- SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16115 & 3/1611S GLASS) .090 IN7ERLAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16') GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) SKICONE - DOW CORNING 899.995 OR EQU1V. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE- SERRATED CASEMENT SCREEN CLIP 08 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASSY. TUBE #12XI "PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP.ON T- HANDLE KNOB FOLDING HANDLE .706" .050° { - .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523° --- r - .050" 41 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040° .423" O CASEMENT SCREEN FRAME MAIL: 6063-T6 DWG# 7006 993° 289" .040 --� f .172° .870" .062" .050" .569° 0 13/15" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" 1 .124 " I-.— }r .093°J 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 606346 DWG# 7004A INSTALLATION HOLE COVER MAIL: 6063 -76 DWG# 7007 2.701 i - l r rr!2/io� Rawer F.K amide, F.K F.X. a".aer. F.K. Oar 325/03 MAt 7/10113 12/77/02 Rewam. 8 Revisisnx Izeissear ADD 13/1r LG. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34273 P.O. BOX 1529 NOKOMIS, FL 34274 T V/sib& Bauer PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT smtiwew CA-740 NTS 12 - 13 smrsga. 7045-8 Lucas A 1mar. P.E. PE 658201 Mechanical 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM — 1 r ASEE N('T'� c 1 te a, FX FX 74.m FX a«..er FX Oats 325/03 bake 7/1003 • maw 12/17/02 OPERABLE UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK 0 8 Redsban Restsbas Chaladay A SEE NOTE 1 A SEE NOTE 4 11/2° _111/4° -. 1 1/4° MIN. MIN. 1/4" MAX SHIM ASEE NOTE 1 A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM -1 E h 40,1,v„,..,„,," „ 11/4° MIN. OPERABLE UNIT FRAME TO CONCRETE NO CHANGE THIS SHEET NO CHANGE THIS SHEET REI RSENOTES AND REMOVE 3/16* TAPCONS 8 014 SCREWS Date: .:_•• SEE NOTE OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK ▪ A SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1 MAX. SHIM r _ A SE NOTE 2 1/4" MAX. SHIM 11/2° L MIN. . FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 11/4 " MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --{ A SEE NOTE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL. THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. 1070 TECHNOLOGY ORNE =coatis, FL 34275 A.O.BQX28 N 0KOA0.4 FL 13 34274 EIGT Visibly Better ANCHOR4GE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT s.F"aeac e"+,.� Oahe ov.euw as: CA , NTS 13 > 13 7045-8 ( D MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK A SEE NOTE 4 1 -f /crr LLwas A. Tumor. P.E. PE 058201 Mechanical MIAMN[aADE 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, ESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. ROVAL 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. Gascon, P.E. 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 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBmmt,D 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 1 x 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 # 04- 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" per FBC, TAS 202 -94 3. Test reports on 1) Uniform Load Static Air Pressure Test, pe 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 3/4" 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. Chief, 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. Gaston, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B" "C" OR "D" AT BOTH ENDS AND AT BOTTOM 14 MULLIONS M1 r r t 1---WI 1 W2H 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 MAX OPENING = H OR H1+112 MULL LENGTH = W OR WI +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A H / —w ANCHORS DETAIL 8; "C" OR "0" AT BOTH ENDS AND AT BOTTOMS !�\ t 'l 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 M.3) MAX OPENING = H OR H14-H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W14-W2 OR W2 +W3 MULL LENGTH = Hi INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. i MULLIONS H t1 MI) M2) NOTES; 1. THE 33 1/39 STRESS 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 NDS -2001 FOR W000 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 TO THE STRUCTURE. OG bent L.' Clark. A.E. PE {39712 Structural ANCHORS DETAIL "8 ", "C" OR "0" 80774 ENDS ANCHORS DETAIL "Er, "C" OR "D" BOTH ENDS FOR ANCHORAGE TYPE, W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H TO BE USED ONLY 1070. 7ECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, . FL 34274 D•scriptio= MULLION QUANTITY AND LOCATION, REFER TO SHEETS WITH PGT INDUSTRIES PRODUCTS F K. 5 /30 / 06D R — NOTES Reusd DY D et : Revisions: ADD 5/5/06 C — ADD TECH REFS. An or Da e: P.J.P. 4/28/00 H = H1+H2 11) 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 1" HEAVY WALL, ELEVATIONS ULLION %MEWED se tact .itit blellb 71 ALUMINUM TUBE CLIPPED MULLION Series /Model Scale: Sheet Drawing Na MULLS NTS 1 of 7 6221 Rev D PGT I x MULLION 1 2 " OR 4" 11 W000 BUCK MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION F O R 1 " MULL "I" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" 1' 7" MULL= }" MIN. ANCHOR EMBED. SEE NOTE 2 PGT 1x MULLION 2 h (TYP) th(TrP SEE NOTES 2 & 3 2 1 MI. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, 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" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR L STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR 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 j OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL SILEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1x MULLION WOOD BUCK REMOVED TO CONCRETE SEE •• NOTE 1 2' OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1 x MULLION -- s 3dra' �it L Clark. P.E. PE ®39712 Structural rT y MIN. } ) 18(TYP L_ SEE •' NOTE 1 WOOD MIN. BUCK 2 1B(TTP SEE f NOTE 1 } 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 000 BUCK Title: TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2" OR 4 " TYPICAL. MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" #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 TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Kew F. K. 5 / 3 0/06 D ODD!FY NOTES 3 & 5 limed By: Revisions: F.K. 5 /3/04 C —ADD EMBED. DETAILS Drawn Br: P.J.P. 48/00 Dweelletker 1 " HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION 9eries/kodet Sack; Shwet Orowh,9 No. MULLS NTS 2 or 7 6221 Rev. D 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 r __ _. L 0 1- MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 .3/4 x .3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 If 1 3/16 1 15/16 1 3/8 3 3/16 iMAX. ` O MAX. NOTES: T LA_ A/2 A TWO (2) ANCHOR THREE (3) ANCHOR LOCATIONS LOCATIONS 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. MlN� MINS O ONE (1) ANCHOR ® TWO L AT N CHOR N 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTTIY OF ANCHORS, PLEASE REFER TO CHARTS I THROUGH 4 ON SHLLI 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. © FOUR (4) ANCHOR LOCATIONS Robert 1. Clar! P.E. PE #39712 Structural O THREE (3) ANCHOR LOCATIONS MIN.T?P. (4)EQ.SP.@ (A- 3/4)/4 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS Fl. 34275 P.O. 80X 1529 :MOMS, FL 34274 SIX (6) ANCHOR LOCATIONS iM1N. ® FIVE (5) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Drawn By: P.J.P. Re F By. 5,30/06 575/06 4/ Saks /Mode: MULLS r MIN. TYP. D— C HO THIS SHT Raisiortm C —REDRAW, ADO DIM.&NOTE scot: NTS sneer: 3 Pr 7 it •r+ 1" HEAVY WALL, ANCHOR LOCATIONS Tit* ALUMINUM TUBE CLIPPED MULLION Drawing No. 6221 Rev. D 1 4 i J NOTE: 3 8 1 4 � a 2 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 32 1 1r 7 x HEAVY WALL MULLS MAT'L: 6063 —T6 v / c.6 rt L Clark. P.E. PE j39712 Structural 1 TO BE USED ONLY INDU ES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 WITH PGT INDUSTRIES PRODUCTS F s K x . 5730/06 0—NO C THIS SHT F K K. ( 5%/06 C—A CHC THIS SHT n0= ALUMINUM TUBE CLIPPED MULLION SeNea /Node: MULLS 1 P110DUCTRENEWED affisplft with Se Florida Wang Cade Acapitsce 0/ �i � Se We: Shoot: Growing No. 1X 4 of 7 6221 0m1 Dote: P.J.P. 4/28/00 Oema,,,ttea: 1" HEAVY WALL, MULLION PROFILES 4 CHART 2. -1 x2.75x.375 QTY. 8: TYP. ' ANCHOR 170 170 170 170 170 170 170 161 170 170 170 154 170 170 170 153 107 170 150 136 121 100 170 170 170 146 100 CUP TO OPENING CLIP TO MULL © (3) B (3) B (3) B (3) B (3) B (3) B 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 OPENING WIDTH IN INCHES 50 60 70 80 90 100 (2) A (3) A (2) A (3) A (3) B (3) B (3) B (3) B 86 86 73 73 65 65 58 58 54 54 50 170 170 170 149 134 170 161 170 148 170 140 170 147 170 135 165 126 152 127 131 116 116 101 131 131 112 112 99 99 90 90 84 84 80 166 119 145 96 113 113 97 97 85 85 77 77 72 72 68 73 73 62 62 54 54 67 67 57 57 50 50 54 54 45 45 40 40 43 43 37 37 32 32 36 36 30 30 26 26 25 25 21 21 18 18 23 23 19 19 17 17 [ 15 15 CHART 1. - 1x2x.375 QTY. & TYP. OPENING WIDTH IN INCHES 50 47 44 42 41 41 40 37 35 34 34 34 32 30 29 28 24 ' 22 21 20 18 17 18 17 16 (2) A (2) B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 96 16 60 (2) A (2) B (1) B 142 116 100 81 58 49 43 32 27 25 20 16 70 (2) A (2) B (1) B 134 107 91 73 51 44 38 29 24 17 80 (2) A (2) B (1) B (2) A (3) B 90 (2) A (2) B (1) B 130 130 (3) A (3) B (3) B (3) B 100 110 120 68 64 63 62 62 (2) A (2) A (2) A (2)B (2)B (2)B (1) B (1) B (1) B 130 130 130 102 100 99 99 99 85 82 80 80 80 26 20 22 17 20 15 16 (2) A (3) A (2) A (3) A (2) A (3) B (3) B (3)'B (3) B (3) B (3) B 49 49 45 45 42 45 45 41 41 35 35 32 32 30 28 28 26 26 24 23 23 21 21 19 16 16 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 15 (3) B (3) B 160 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 170 (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 85 40 36 28 18 (3) A (4) B (3) B 170 170 170 141 93 77 85 48 40 28 29 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 17 a6 / Robert L. dark. P.E. PE 09712 Structural 130 (2) A (3) B (3) B 170 149 134 118 92 76 83 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 83 45 37 33 26 20 16 160 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 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. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET .3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T IN 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Re e Rer d 530/06 55/06 Drawn 9y: P.J.P. Series /Model: MULLS Vertical Mull l Mull Length L JLi_ k _Opening_ 4 Width Horizontal Mull Opening Width L Mull� Length Multiple Mulled Units \opening Width Mull Length 4/28/00 Raviakns: 0—NO CHG THIS SHT C —MARKED REVISIONS enema RENEWID as aavvlaewl tits MAY Etta 5.07- Ezissagco oaeufaua.,: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 Mks ALUMINUM TUBE CLIPPED MULLION S ola: NTS swot 5 m 7 Drawing Ho. 6221 ROW D CHART 3. -1 x2.75x.650 QTY. 8t TYP. ANCHOR CUP TO OPENING CLIP TO MULL L 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 46 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 50 40 33 23 21 80 (3) B (2) B 170 141 129 116 99 92 86 73 61 56 44 29 20 18 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 29 20 18 90 (3) B (2) B 170 138 125 112 87 81 67 56 51 40 32 26 18 17 Vertical Mull Mull Length �Opening� Width Horizontal Mull Opening Width F- Mull Length Multiple Mulled Units two 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 (2) A (4) B (2) B 170 157 141 125 103 95 85 52 48 110 (3) B (2) B 170 137 123 108 88 81 75 60 49 45 (2) A (4) B (2) B 170 157 141 124 '101 93 82 49 45 120 (3) B (2) B 170 137 123 108 88 80 73 58 47 43 (2) A (4) B (2) B 170 157 141 124 100 91 80 47 43 130 (3) B, (2) B 170 137 123 108 88 80 73 56 46 42 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 160 (3) B (2) 6 170 137 123 108 88 80 73 56 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 52 48 37 30 24 17 15 37 30 24 17 35 28 23 15 35 Robert L Clark, P.E PE 1939712 Structural 28 23 15 33 26 21 33 26 21 ITT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, Fi. 34275 P.O. SOX 1529 NOKOMIS, FL 34274 32 25 20 46 42 32 • 25 20 K. Rend * F.K. Ohara eY P.J.P. 45 40 30 23 18 45 40 30 23 18 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") 8. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS V50/06 55/O6 4 °28/OO 914e11/14,4H: MULLS D N **dons: THIS SHT RevIstonx C—MARKF_D REVISIONS 1" HEAVY WALL, PRESSURE CHART 3 Telex ALUMINUM TUBE CLIPPED MULLION NTS Sheet 6 of 7 ry , • 12.01 "«°°fame . ...r.� :� 0 m.+n9 No. 6221 [ CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR CUP TO OPENING CUP TO MULL,& 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 (5) B 170 170 (5) B 170 170 170 170 170 170 170 154 144 140 128 112 92 84 59 27 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 170 170 138 112 92 64 59 27 60 (2) A (4) B (5) B 170 170 170 170 170 170 170 159 150 134 125 121 111 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 170 170 170 170 154 144 135 120 112 108 98 82 67 47 19 (3) A (6) B (5) 8 170 170 170 170 170 165 140 129 102 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 37 34 15 (3) A (6) B 170 170 170 170 166 136 116 106 83 67 54 37 34 15 Vertical Mull Mull Length [_ Opening_l Width Horizontal Mull 1 Opening Width ` L' Mull Length Multiple Mulled Units Mull Length \Opening Width 100 (2) A (4) B 170 158 131 121 112 98 90 87 77 62 50 34 31 (3) A (6) B (5) B 170 170 170 170 170 170 156 127 108 99 77 62 50 110 (2) A (4) B (5) B 170 170 170 157 128 117 108 86 83 73 58 47 34 32 31I29 (3) A (6) B (5) B 170 170 170 170 170 170 170 169 150 120 102 93 73 58 47 32 29 120 (2) A (4) B (5) B 170 170 170 157 127 116 106 91 83 80 69 54 44 30 27 (3) A (6) B (5) B 170 170 170 166 145 115 98 89 69 54 44 30 27 (2) A (4) 9 . =(5PB : 170 170 170 157 127 116 105 89 81 78 66 52 42 28 26 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS. FL 34274 (3�A A B (5) B 170 170 170 170 170 165 144 112 95 87 66 52 42 28 26 160 (2).A (4) B . (5) B 170 170 170 157 127 116 105 88 79 75 62 48 38 25 23 Rav F e R d Dmsn ey: P.J.P. (3) A (6) B (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 NOTES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN JS 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 5>30/O6 5, 5/06 DGTHISSHT Redstone: C— MARKED REVISIONS 4f28/00 ALUMINUM TUBE CLIPPED MULLION s.tee/YodsC MULLS Score: NTS Sheet 7 or 7 . t . k i�ww elaPsige 1" HEAVY WALL, PRESSURE CHART 4 Towing No. 6221 Rev. D MIAMaDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Tec Drive Nokomis, FL 34275 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 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, : r . wing No. 6223, titled "2" Heavy Wall, ' evations uminum Tube Clipped Mullion ", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05/03/06, 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 bf 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 NOA # 04- 0528.06 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 Jaime D. Gascon, P.E. NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" on 05/03/06, 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 aluminum 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. F11 -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04 0528.06" 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 aluminum windows (O0configuration) 80" x 76" mulled together with a ix 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 0528.06" 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 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 /a" wall vertical 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 C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark, P.E. E -1 . Jaime D. ascon, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTINICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23 /06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.06, issued to PGT Industries . for their 2" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/04 and expiring on 06/28/06. 2. Letter from consultant dated 04 /21/06, stating that the product is in compliance with the Florida Building Code (FBC). E -1 Jaime D. on, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 ANCHORS DETAIL "B", C" OR 0" AT BOTH ENDS AND AT BOTTOM H MULLIONS W iT) ur M2 ANCHORS DETAIL A h1 W1 W = W1 +W2 H = Hi +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR OL/LKMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR Wl +W2 MULL LENGTH = Hi ANCHORS DETAIL A ANCHORS DETAIL 8" "C" OR "0" AT BOTH ENDS AND AT BOTTOMS r / --W 1 � t W2 W3-- w h W = W1 +W2 +W3 H = HT +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Hl NOTES; 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 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: F7L -2902, 2903 AND 2975. MULLIONS H 1 / G 4 Robert t. Oak. P.E. PE #39712 Structural ANCHORS DETAIL "Er, "C" OR "0" BOTH ENDS ANCHORS DETAIL "8", "C" OR "0" BOTH ENDS i w i W =W1 +W2 12) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H TO BE USED ONLY 1 IN J 1070 TECHNOLOGY DRNE NONCOMS FL 34275 P.O. 90X 1529 NOKOM1S FL J4274 4711e: MULL ON WITH PGT INDUSTRIES PRODUCTS F.K r 1 / 7 9/06 Rend e r 5/3/06 P P 48/00 Deecrlpttom 1 MULLIO H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W B- REVISE ANCHORAGE C 0- 0 QIG TNIS SHT 2" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION SaAO/Wodet: Scale: 5hee1 Braying No. MULLS NTS 1 o' 5 6223 voistetbak PGT 2x MULLIO MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 2x MULLIO FOR 2" MULL 1 PGT 2x MUWON— TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 2" MULL.=1" MIN. 2 " OR 6" r-4" OR TYPICAL MULLION TO STRUCTURE W1771 WOOD BUCK. DETAIL "13" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE .3 NOTES; 1 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY WWI -DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2". ELCO 1/4" SS4 CRETE-FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE-FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL-TO-CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP-TO-OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICA770N. 5. REFERENCE TEST REPORTS: FTL -29 02, 290.3 AND 2975. PGT 2x MULLIO WOOD BUCK REMOVED TO CONCRETE LLW .M 14 MIN. 4 : PGT 2x MULUON— MIN. • WOOD BUCK ' • Robert L Clark. P.E. PE 09712 Structural WOOD [BUCK MIN. *TIP) 1 14 MIN. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. DETAIL "C", TYPICAL MULLION TO STRUCTURE Wffli WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS K. 1 B-REVISE ANCHORAGE Roma By: 07 F. Revisions 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Read Br Oats Revisions F.K. 5/3/04 C-NO CHG THIS SHT 2" HEAVY WALL, CLIP INSTALLATION DETAIL Title: P.J.P. V58/00 " OR 6 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON, SEE NOTES 1 & 3 ALUMINUM TUBE CLIPPED MULLION Serkw/Modek Salim Shoot Ceasing No. MULLS NTS 2 a 5 6223 Raw EXTRUSION DWG # _2" MULL CUP W/TABS REMOVED EXTRUSION DWG 1513 CUP LENGTH CHART FOR 1 x MULL A ' 3 7/16 7/1 END FROM MIN. (m) t (w) A• (3) ANCHOR LOCATIONS NOTES: MIN. MIN. 3 MIN. ®• IM N--• -- — MIN. A . (4) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. (TYP) A' ANCHOR LOCATION$ 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. A /, A'— (6) ANCHOR LOCATIONS MIN. FROM ENDS (1)P) MIN. ( — %2+ (6) ANCHOR LOCATIONS T t INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS FL .34275 P.O. BOX 1529 NOKINNS, FL .34274 (A'- 3/4)/3 MIN 3 EQ. SP. ® (X'-3/4)/3 3 EQ. SP. P.J.P. sartee/Modek MULLS (8) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) i MIN. (TYP) (A'- 3/4)/3 --- (8) ANCHOR LOCATION$ TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS rb /o6 53/06 48/00 sootx NTS J Revisions: —4 HOLE APP, Rertskam C— ADD MISSING DIM. 3 of MIN. MIN. 4 2 HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION Growing No. 6223 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 2x HEAVY WALL MULLS MAT'L: 6063 —T6 C Z° Ca PE $3 2 P.E. Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDU 1070 TECHNOLOGY DIME NOKOMIS FL 34275 P.O. 907 1929 NOKOMIS. FL 34274 Re . Grcvn By: P.J.P. o.,arotk u s«r�, /er�dt MULLS rs /o6 i r3/06 428/00 I R — NO G. NS SHr C a 0 C HG lH/S SHT Sheet 4 a 5 4 PROIIIICTILEVISSD ...r■ silt die Midis 2" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Drawing N. 6223 CHART 2. - 2x6x.250 ANCHOR TYPE & QTY. W v z G 2 v z 2 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 ANCHOR TYPE & QTY. 54 8 84 (3) A (6) B 170 170 170 170 170 170 170 170 170 170 170 170 165 144 140 105 50 IID (4) A (8) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 108 CHART 1. - 2x4x 250 42 48 170 170 50.625 170 60 �� 63 � � 66 72 170 I 7.y 1 (3) A (6) B 170 170 170 170 170 170 170 170 170 170 166 153 142 123 119 89 60 IID (4) A (8) B 170 170 170 170 170 170 170 170 170 170 170 170 170 163 154 90 90 8 ®129 ' i 90 440 98 83 ; h 63 144 45 37 (3) A (6) B 170 170 170 170 170 170 170 170 168 162 148 136 125 109 105 78 70 (4) A (8) B 170 170 170 170 170 170 170 170 170 170 170 170 167 141 133 78 (3) A (6) B 170 170 170 170 170 170 170 165 154 148 134 123 113 98 94 69 80 (4) A (8) B 170 170 170 170 170 170 170 170 170 170 170 164 151 125 118 69 OPENING WIDTH IN INCHES atoms lID 00 90 170 IID 91 1170 170E 97 83 170 149 102 92 78 OPENING WIDTH IN INCHES (3) A (6) B 170 170 170 170 170 170 170 154 143 138 124 113 104 89 86 61 1 1 98 88 73 90 (4) A (8) B 170 170 170 170 170 170 170 170 170 170 166 151 139 112 106 61 IID 170 170 E 170 170 170 170 170 170 ©®+ 170 170 170 170 170 170 170 170 170 170 160 159 159 ®142 ®129 ®® 122 109 104 90 79 63 69 62 57 ®49 47 . 41 57 52 48 45 43 37 28 26 23 21 20 18 16 1 94 85 69 100 (3) A (4) A (3) A (6) B (8) B (6) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 168 170 162 146 170 140 135 170 129 130 170 124 117 155 111 106 141 100 97 129 91 83 102 78 80 97 75 56 56 51 (3) A (6) B 170 170 145 110 (4) A (8) B 170 170 170 170 170 170 170. 170 170 165 148 133 123 95 89 51 6. (3) (6) 0 L PE 939712 structural A B 170 170 170 170 170 170 159 136 125 119 108 96 87 73 71 47 120 (4) A (8) B 170 170 170 170 170 170 170 170 166 159 142 127 115 88 83 47 (3) (6) A B 170 170 170 170 170 170 158 134 122 116 103 92 83 70 67 44 130 (4) A (8) B 170 170 170 170 170 170 170 170 162 155 137 123 109 83 78 44 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMJS, F7. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (3) A (6) B 170 170 170 170 170 170 158 133 119 113 98 86 77 63 61 37 160 (4) A (8) B 170 170 170 170 170 170 170 17 1 15 13 116 98 73 68 37 s.mmiwa t MULLS Vertical Mull Opening, Widt, orizontal Mull Opening W¢th NTS Mull Length 1-- Mull Length 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. 1/4 TAPCON a 112 SCREW Multiple Mulled Units Mull Length Opening Width TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R rY 179/o6 Revision= R VI ANCHORAGE F K. 5/3/06 1 C-N0 p fC 7MS SHT T P P 48/00 o.eer1 : 2" HEAVY WALL, PRESSURE CHARTS 1 & 2 fitly ALUMINUM TUBE CLIPPED MULLION Orarip Ito. 5 w 5 6223 R Mk ii Aii Ary I -t i (' 5 77) �� c< / e� ,� pi d ( 'l, L� It �e I �P �rS po �C 4r �e4 M ( OP • Ada 111■. r :Al al �'■ P' /, 12 TERRACE , r� P HORES, Florida r 5 I ,. .A. AR # 94792 later Planning / Interiors rt, Weston Florida 33327 M(so; 823 -9 ► 6, EXISTING 3x3 STEEL { COLUMN EXISTING 3x3 STEEL COLUMN EXISTING 3x3 STEEL COLUMN = N t ..., 2LR +75/ -75 2x4 MULLION J 3LR +75/ -75 2x4 MULLION 2LR +75/ -75 `2x4 MULLION / EXISTING 3x3 STEEL COLUMN /- /--1x3 MUUION / 1x4 MULLION _ EXISTING 3 COLUMN - 1 i 1x4 MULLION • _ PW +80 -80 PW +80/ -80 PW +80/ -80 1 1x3 MULLION 1x3 MULIION--/ 1x3 MUUION- 1x3 MUUION 1x3 MULIION 3x3 COLUMN NU B RS 2 4 5 p MULLION LAYOU @ COLUMNS #3,4,5,6 SCALE: 1/4" = r-0" SCALE: N.T.S. 04" # EXISTING 3x3 STEEL 7 COLUMN ' r CO N III T o _, M 3[ +75/ -75 2x4 MULLION EXISTING 3x3 STEEL COLUMN 1x3 MULIION EXISTING DOOR 1x3 MULLION "' 3x3 STEEL COLUMN - 1 1 SHEET TITLE: Florida Land Use Consultants Inc. Permit Processing * Surveys 4554 SW 134th Court Miami Florida 33175 cell. 986) 491- 4 �� 223 -1898 1x4 MULLION +80/ -80 1x3 MULIION B 3x3 COLUMN NUMBERS 3 & 6 E MULLION LAYOU , COLU NS #6,7 SCALE: N.T.S. I SCALE: 1/4" = I'-0" .n 70" if 3x3 EXISTING STEEL COLUMN P EXIS 3x3 # - 7" COL !! NG EXISTING •TEFL 3x3 STEEL N COLUMN 2LR +75/-75 f 2x4 MULUON 2LR +75/ -75 EXISTING DOOR a 1x4 MULLION EXISTING 3x3 STEEL M COLUMN i 1 w � PW +80/ -80 PW 80/ -80 1x3 MULLION EXISTING BASE \-- 1x3 MULIION 1x3 MUUION 3, • ll 1x3 MULIION C 3x3 COLUMN NUMBERS 7 F MULLION LAYOUT C4) COLUMNS #I SK -2 srer _ SCALE: N.T.S. SCALE: I /4" = I'-0" 1