The URL can be used to link to this page

WS-08-1897Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 26, 2009 Inspector: Bruhn, Norman Owner: ROVITO, OSCAR Job Address: 1225 NE 96 Street NE Miami Shores, FL Project: <NONE> Contractor: SOUTH FLORIDA IMPACT WINDOWS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060143800 Phone: (305)668 -8805 Building Department Comments January 23, 2009 Page 1 of 1 Passed �J /�''7 Inspector Comments CREATED AS REINSPECTION FOR INSP- 104301. CREATED AS REINSPECTION FOR INSP- 98701. Mullian attachment is not per plan NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 23, 2009 Page 1 of 1 Jan 13 09 05:53p South F1 Impact Windows & 7802069886 This Instrument grape -d by: Name: Address: Permit #: NOTICE OF COMMENCEMENT State Of Florida County of Dante The urldersigrled hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Property Legal Description: ( ) Lengthy legal, please see .es4 Street Address (if avallabte) 2. Description of Improvement: 3. Property Owner Name: 4. Mailing Address: 5. And interest in property. p.2 1 111111 11111111111 Hill 11111 11111 lifil 1111 11 CFN ,2100J9F OCe2 9'99 DR b"k 26716 P9 2L9tIF (fps) RECORDED OEt /13'20t► 9 14;26 ;32 HARLEY RUVII4r -•LE :RK OF ,COURT MIAMI -C AD;r COUNTY? FLORIDA LAST PAGE space above reserved fort :se of recort :in9 office 6. Name of fee simple title holder if other than owner: Address: 7. Contractor name: Address: c-17--• 1. if Surety Bond, Name: t3 And address of Surety: And amount of Bond: ). Lender name: Address: Phone Number: •.,C;3�05_ ." Fax #: — .TC Cr •R.Ci'1 €CA ;:..91 .., U!`f' eFl00- • r;F i :vu ?i #•,:• veaKe is A* • �Ii1u.ti .1' I Ix:PIx:FefLLF?../ s a thatitntg that ttliUmE6, / !f' 4j,-4 L i • �ddlf, +kr C':rati:��czel_'rs i'yw,•�v: �,yu,,,•,��,.. O. Persons within the State of Florida (names and addresses) dell nated by Fw a ,. other documents may be served as provided by Section 713.13(11)(A)7., Florida Statutes: owner upon w'norn Noti�a„ or Name: ,,� (� Address: NNW Phone Number: 1. In addition to himself or herself, Owner designates the following Fax #: ti provided by Section 71 S g persort(s) b receive a copy of the Lienor's Notice as Name: )�$)� Florida Statutes: . Address: "- • 2. Expiration date of this: Owner signature Printed nem . SWORN TO AND SUBSC x z befar• By: —.1111/A personally known to me or pr r Notary signature: Printed name: 'Seat: „Phone Number: Fax it res one.year from date recorded unless a different date is specified) Owner sl• nature: . y My commission expires: ,2C0 a7-7 as identification: • Miami Shores Village (�� g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Permit No. I/) S O IS 18 I Owner's Name (Fee Simple Titleholder) Owner's . ddress J e- Cit �/ v Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 5 E C10 City Miami Shores Village FOLIO / PARCEL # 1 '— County Miami-Dade Zip Is Building Historically Designated YES NO Contractor's Company Name C 1 Contractor's Address 42_5 �� °� L9 City i? `i State / Qualifier Name r-n ft. 0 2 — tl 4 Phone # zip (3 3 /5S- Phone # State Certificate or Registration No. `� 14 1 /Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 31 Type of Work: Addition Describe Work. .� Qi(A- Z„ Phone # DAlteration Square / Linear Footage Of Work: ❑New I " pair/Replace ❑ Demolition ��: a: �* �: �x�:: x�x�x�x�: �x��x+ ��x� :�:�x•x�:�:�x�:�:�:�x� *:��x�: Fees: x* ��: �: �x�* ��* ��: ��x�x�x: x�: a: ��x+ ��x��x��x�x� *�: *��xa��: *a:�x� CCF $ CO/CC Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Radon $ DPBR $ Zoning $ $ Double Fee $ 1 Scanning $ Bond Structural Review. $ Technology Fee $ N vail; MIAMI SHORES VILLAGE Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 performer to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not b , fee will be charged Signature The fo day o w O l) Owner or Agent C CAiz gf>1 (TO oing instrument ' - acknowledged before me this or who has produced - As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commiss * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Sign The fo day of Contractor ed before me this who ' fir: :`' 'n to me or who has produced 4 �`OQ:•• ° ®�as�ory�c N tiircation and who did take an oath. lv aryl, n,cP ® : ARt Ul: r,C: Z2 a #DD O‘.,q ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning •se2:21% STRUCTURAL (RECEDE► 0 C T 9 2008 WIND CALCULATIONS INSTALLER: SOUTH FLORIDA IMPACT WINDOWS & DOORS 4259 S.W. 72ND AVENUE MIAMI, FLORIDA 33155 PHONE: (305) 668 -8805 PROJECT: WINDOW/ DOOR INSTALLATION AT: 1225 N.E. 96TH STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY O:TOBER 4, 2008 PREPAR1D BY: C RLOS M. P EZ, P.E. ST UCTURAL GINEER FL. P.E. #: - 844 \ E.B. #: 007 81 YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 11241 STREET, MIAMI, FloRidA 33176 TEL (786) 242 -1720 - FAX: (786) 242 -4399 STRUCTURAL ENGINEERING CONSULTANTS, INC. 9420 S.W. 112TH STREET MIAMI, FLORIDA 33176 TEL: ‘786) 242.1720 • FAX: (786) 242.4399 DESIGN CALCULATIONS PROJECTJ22S .%ST SHEET N0. �L OF DATE • Coo6; ASce a-QZ • 1tio40 Val = L4(9 M P • ExPQ JRR conc(o C • p uglANA Con o1 MI5, • 1A P..toR 4s) = I.00-. • Ice 1.00Kit t.00 • Vipo rtl RuS, ExPosvaE co • (Kb1) = ©, 05 (fteen 'Mae (-3) R St.o1c 4 4 /12. • , "vino' NAi Rawear Di04•= 55'' 7" • (YT AN RmF riVIGt r (h): I3�-�0 ► • q trzoku DisTAArrc Awe 5) • •; Ck O.4 $L314o ' 6- 51.i---- Q,;061 x5514: 51 -�` • gh: ©.co25(oKb, Kam,, Ka V • ash. o. 00254+(0.05)(1.00) I' • %. =-46‘38 PSC • ?= `%vl (t C) %h( ) VMHERC : GCpi► _ ' 0.18 CRrT /)REA•C IQ ill ioNr 4 5 4406 ) I, oo., I•00 ,P(') PA ESN Re 0 ) ezc 404140(e) e4 F _59•3 — ?-3,2 —le 10 +51.1 cQrt ARER = 6,9- fO 535 45.5 4d(.00) ••451?•** STRUCTURAL Village of Miami Shores Building Department Miami -Dade County, Florida Job: Window / Door Installation at: 1225 N.E. 96th Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: October 24, 2008 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 52.8 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 57.5 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 52.8 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 69.5 psf NOTE: "Zone 5" pressures are applicable to openings that are within S' -S" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: * Building Category: II * Building Mean Roof Height:,13' -6" * Basic Wind Speed: 146 mph * Exposure Category: C 'Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you should contact us. S cerely, ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 10/24/08 P.E., Structural Engineer "YOUR ON -CALL ENGINEERING COMPANY" ppen to have any questions or concerns regarding this or any other matter, please do not hesitate to 9420 S.W. 112th STREET, MIAMI, FLORIdA 33176 TEL: (786) 242-1720 - FAX: (786) 242-4399 MIAMHDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: 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/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL 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 revisiori 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. 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 I. 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 I. 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 32.1 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- is No. FTL 3587 dated 10/8/02, signed and sealed by Jo. e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control a : am r NOA No. 0: .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,T S 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 - "4 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Re ort 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,T S 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 - "4 along with marked -up drawings and installation diagram of three alumin outswing casement windows, prepared by Fenestration Testing Laboratory, Test R; • •rt No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, F.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufaa,, Curer, 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 "Saflex IIIG 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. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window — L.M.I., approved exp' j F • ) 5/22/08. Ma Product Co NOA Expiration Date Approval Date E -2 uel P . P.E. tro finer No. i : 17.11 May22,2013 May 15, 2008 NOTES: LARGE MISSILE WINDOWS 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 SOLUTIA OR DUPONT PVB. C. 7/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" 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. A 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 CONFIGURATIONS OPTIONS x 0 x 0 x x 0 x x 0 0�x x O x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 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 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 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 4- "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 14-1 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ,6,4. 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" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE 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 114" 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. PRODUCT R034EWED se catmayin wait 45e r'?eeid5 Acc ptcac: PirS_ case ne' sec r9aiataC r: KEI-L NUt 11 1 I<EPUR I S: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. esreaar F.K S",®p9r F.K Renaler Fit F.K. 099. Sr 3/25/03 7/10/03 tem 12117/02 8 ADD 13/10°W. & MOVE GLAZING DETAILS TO SHEET C NO CHANGE THIS SHEET D ADD 70' HT, GLASS TYPES F AND G. REVISE ANCHORAGE. Cheated/3r nine 107 E0IM0 OLOGTO57VE P NOIN ST NOFL 34275 P.O. SOX 1529 NOKOMS. FL 34274 Visibly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Stake . seine CA -740 NTS 1 0 13 7045-8 V21/4. 5` Lucas A. Turner, P.E. PE 058201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER 86 13/16" HEAT STRENGTHENED 1 1/8" HEAT STRENGTHENED GLASS GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS --� .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT r- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 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 13/16" LG. W/ 7/16" LAMI A GLAZING DETAIL PRODS iFillY EM Raul 85 F.K. Dam: 3125/03 ae REDRAW GLA27N0 DETAILS 8 ADD 13/15•L0. F.K Dm: 7/10/93 Iterishrsh NO CHANGE THIS SHEET F.IC Oak 95 0 ADD 13/16* LAMI I.O. W /7/1S'0AMI B CORRECT 5118' LAW DETAIL 0.aa>n- F.K. 03/25/03 Checked er+ Darer 1079 TECHNOLOGY DRIVE NOICOMIS, FL 34275 P.O. SOK 1529 NOKOMIS, FL 34274 FI T Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT seventh C4745 NTS 2 13 Ewing Oa 7045 -8 Lucas A. Turner, P.E. PE 958201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. r— DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING /Th 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. 4° MAX. }. 4" MAX. 30" MAX. DAYLIGHT OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 14 1/2" MAX. C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION / \ \ \\ \ — / SEE MEETING RAII/DETAIL . (2) / / V X \ \ / O 14 1/2" MAX. C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 37" MAX. VENT TYP. 69° MAX DAYLIGHT OPENING 76° MAX. HEIGHT 13" MAX. O.C. 1 L 1 i- - 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED t SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING Q 76" MAX. HEIGHT PRODUCT 858 61/E1 asmmisiyieg with die rzarEd& Ateczat,aae, 'X* 13 n sac Reese DR Fx Dater 9/25103 e CHANGE SHEET NO. REFERENCES w°°ey F.K Oar* 7/10/03 "ate ADO HINGE LOCATION DETAILS Revise RR F.K Data Reviewer CHANGE MAX HT. TO NM AND MAX. DLO TO or Maim By F.K Data 12/17/02 Olathe Et} 1070 T EC.UNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, R. 34274 r_ VL eieKBT XX"& "COX" ELEVATIONS ALUMINUM CASEMENT W!NDOW, IMPACT e""aac" CA -740 NTS Sea. 3 > 13 O,otrow. 7045 -8 (tf�(,ir15' Lucas A. Turner, P.E. PE 058201 Mechanical �. \ / / X / / / V X \ \ / O \/ 37" MAX. VENT TYP. 69° MAX DAYLIGHT OPENING 76° MAX. HEIGHT 13" MAX. O.C. 1 L 1 i- - 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED t SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING Q 76" MAX. HEIGHT PRODUCT 858 61/E1 asmmisiyieg with die rzarEd& Ateczat,aae, 'X* 13 n sac Reese DR Fx Dater 9/25103 e CHANGE SHEET NO. REFERENCES w°°ey F.K Oar* 7/10/03 "ate ADO HINGE LOCATION DETAILS Revise RR F.K Data Reviewer CHANGE MAX HT. TO NM AND MAX. DLO TO or Maim By F.K Data 12/17/02 Olathe Et} 1070 T EC.UNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, R. 34274 r_ VL eieKBT XX"& "COX" ELEVATIONS ALUMINUM CASEMENT W!NDOW, IMPACT e""aac" CA -740 NTS Sea. 3 > 13 O,otrow. 7045 -8 (tf�(,ir15' Lucas A. Turner, P.E. PE 058201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. —.37" MAX. WIDTH 30" MAX. DAYLIGHT — OPENING 4" MAX. 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 14 1/2" 4" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4° MAX. 4" MAX.-- 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4° MAX. 4" MAX. - ELEVATION "E ° - "O" (SEE SHEET 7 FOR PRESSURES) 30° MAX. 53" MAX. DAYLIGHT OPENING DAYLIGHT OPENING /771 I-- -1 13° MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION / / SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 69" MAX. DAYLIGHT OPENING 0 76" MAX. HEIGHT -- -- -%-13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) +37° MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 76" MAX. HEIGHT PRODUCT RTNEWRD 8un.mob�F IM IS P. l eahlI t dN t . Rend ep RK >+6.. Mir F.K Reeder FK oakc 325/03 oats 823!05 Os. 7/10103 8 Rewtskax C Reriskern CHANGE SHEET NO REFERENCES ADD HINOE DETAIL 8 HINGE LOCATION NOTES CHANGE MAX HT. TO 71r AND MAX DLO T059- rummer F.K 5- 12/17/02 F.K. checked 0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 vi /W ij&,erter "X", "O ", XO" & OX" ELEVATIONS nr ALUMINUM CASEMENT WINDOW, IMPACT g Da loo I NTS 4 m 13 re 7045 -8 o,7 Vac- Lucas A. Turner, P.E. PE 888201 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" LAMI (1/8 "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" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 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 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 L 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 0.0 - 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 f `'.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 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 7, .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 26 112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7' 0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 71 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 -87.4 70 0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 -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 71.0 -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_ A -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 7 f .0 - 65.5 85.5 - 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - ,.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 1110914cVilevisso ""�y •. - L 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 0.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 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. • 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 - 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 � 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 a>N.iMr �x4 •� is N �. 1 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580 FTL -3587 GLAZI '- •'TION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL - SIZ! S UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0170.0 PROM= M the Fled& Bidding Ced TABLE 2A. "X" WINDOWS TEST REPORTS: • '7, FTL -4608 Lis GLAZING 0-r. • NS: C. 7/16" 1 (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16"A,. ',- •,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x .' HIGH -55.0 Acri'pl ns 10 Pi. • • 3 . ./ ./ 1 l ... Dac e • ,,_7G 4 :.. / L. NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. }�J7 I /i!' Lucas 0.Tumer, P.E. PE 08201 rfec,em,at Rende r: F.K to a: 325/83 Revisions: a ADD GLASS TYPE TO TABLES 1 & a 1070 TECHNOLOOYORNE NOfCO r' '$ PO.EOX 1528 NOKOMIS, FL 34274 �__ temr�: PRESSURES - X CONFlG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT ov filaro3 der C No CHANGE rwsSHEET Romer: Rend F.K bale S /23/05 Revisions D REVISE ANCWORS & ADD 76"HEIDMOPTION ure.ner. F K. o,�: 12/47/02 cnearaasr. Date. I Visibly Better CA-740 NTS 5 �+ 13 7045-8 D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 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 NEG -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 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 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 70.0 -75.0 70.0 -75.0 70.0 -75.0 531/8 57 60 64 68 72 74 TABLE 4. A A A A A A A -75.0 -75.0. -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 5.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 70.0 -75.0 7 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -58.2 56.2 -53.4 -75.0 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 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 X X 0.0 -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 70.0 -7 .1 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OP • NS: B. 5/16" LAMI (1/8"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) TABLE 5. TA: 5A. ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 "XX" WINDOWS TEST REPORT: FTL -3580 LAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C /16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3116 "A,.090,3 /16"HS) A ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN W • •'1 OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCH f RS. 2. IF INSTALLING WITH #12 S, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Reader Dee: Kew eM Dee Rewdar. F.K. Dom ay Darr Ch kai0, Osa: RK 12/17/02 Da.: 5/23/05 Re"biau: D REVISE CHORE & ADD TABLES 76' HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 PGT Visibly Better aa"waaa PRESSURES - XX CONFIG. WINDOWS tase ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 6 m 13 7045 -8 D 1 v2 r, /��s Lucas A Tamer, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 6. WIDTHS "0" °MOX" GLAZING OPTIONS: A. 5/16' LAMI (1/8 "A,.090,1/811$) B. 5/16° LAMI (1/IrHS,.090,1/8 "HS) C. 7116' LAMI (3116'A,.090,3/16"HS) E. 13/18" LAMI (1/8"HS,3/8" SPACE,5/18" LAMI- W1118°HS,.080118115) F.13/16" LAMI (118"A,AIR SPACE,7116" LAMI-W/ 3116"A,.090,3116'HS) HEIGHT 28 31 38 38318 43 48 50 5/8 54 57 60 63 67 72 76 NEG POS NEG POS NEG POS NEG POS NEG POS NEG 38 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 NEG POS NEG POS NEG POS NEG POS NEG POS -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 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 C,F -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 -55.01 55.0 37 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 -48.4 -43.5 43.5 -41.1 41.1 -38.6 38.8 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 3912 79 C,F 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 -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 -48.9 -90.0 -43.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 43.6 -41.1 41.1 -38.6 -38.5 36.5 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 -55.01 55.0 -55.01 55.0 -55.0 55.0 C,F -90.0 70.0 -90.0 42 A -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -82.4 62.4 -58.4 58.4 -63.3 63.3 -58.4 70.0 -90.0 70.0 -90.0 70.0 -53.4 53.4 50.0 -90.0 70.0 -87.4 70.0 -832 -44.3 -41.9 70.0 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 45 90 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -79.7 -75.6 70.0 -55.01 55.0 -55.01 55.0 -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.8 -59.3 59.3 -53.6 53.6 -50.9 50.9 .47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 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 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 C,F -90.0 48 96 5012 101 A -75.0 70.0 70.0 -90.0 -85.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 70.0 70.0 -69.2 69.2 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 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 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -87.3 87.3 -64.1 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 -43.5 -41.3 41.3 -39.2 392 37.1 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 70.0 -55.01 55.0 -53.21 532 531/8 108 3/8 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 70.0 -75.0 70.0 -58.7 58.7' -48.7 48.7 -45.4 45.4' -50.0 50.0 -46.1 -44.2 -422 42.2 -40.1 86.8 40.1 63.5 60.5 -38.0 -38.2 362 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 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 54 108 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 66.5 -63.0 63.0 -57.3 57.3 -4621 48.2 -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -35.9 35.9 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 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 5512 111 A -75.0 70.0 -57.1 57.1 -48.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 -42.2 422 -65.4 65.4 -61.8 61.8 -59.1 59.1 -56.4 56.4 -52.81 52.8 -40.8 40.8 39.1 -372 37.2 -35.4 35.4 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 -74.3 70.0 -70.8 70.0 -45.21 452 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 -68.4 68.4 60.1 -57.5 57.5 -54.8 54.8 -51.11 51.1 57 114 A -76.0 70.0 -58.2 562 -44.8 448 -42.1 42.1 -48.2 48.2 -42.5 42.5 412 -39.8 39.8 -38.7 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -73.3 70.0 -69.6 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 5812 117 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -402 66.7 -81.8 81.8 -58.7 58.7 -55.9 55.9 -532 532 -4521 45.2 402 -38.7 38.7 -37.6 -36.1 -342 34.2 B,E -75.0 60 120 C,F A -90.0 70.0 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 -722 70.0 -88.4 68.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 -64.9 60.4 -57.3 -54.5 54.5 47.81 47.8 -41.7141.7 -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 392 -37.8 -38.7 -35.5 35.5 33.7 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 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 -63.3 59.1 -55.9 55.9 53.0 -50.0 60.0 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16° LAMI (3116"HS,.090,3/16"HS) ALL `Yr SIZES UP TO 80" WIDE x 63' HIGH AND ALL "1P1-12-1/4 X0X" SIZES UP TO 120" WIDE x 83" HIGH 11 -90.0 r70.0 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 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. 2.1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 2 4 0 ReKd er FIG ears 3/25103 Revisions: B ADD GLASS TYPE ETO TABLE6 -Roeder F.K 7/10/03 Revnians C NO CHANGE THIS SHEET Ramd ey F.X. emkn 6/23/05 Resists= O CHANGE ANCHORS AND ADD 76' HT OPTION p.m ay F.I( 12/17/02 Oreekoil mm: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 NOKOMIS, R. 34274 I I :2_ _;°. " Visibly Better ALUMINUM CASEMENT WINDOW, IMPACT NTS 7 13 7045-8 Lucas A. Turner, P.E. PE 08201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & 9/3 -1/3 -113 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 5512 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 72 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 70.0 491/3 74 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 70.0 531/8 79 2/3 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 -72.1 70.0 -69.5 89.5 -67.5 67.5 56 84 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 -71.9 70.0 - 67.7 67.7 - 64.9 64.9 -62.7 82.7 -60.4 60.4 80 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 88.4 68.4 - 63.9 63.9 -60.0 60.0 -58.5 58.5 - 58.2 56.2 -53.4 53.4 64 96 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 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 - 58.2 582 -55.6 55.6 -52.6 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 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 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 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 46.4 - 43.5 43.5 -41.1 41.1 - 38.8 38.8 TABLE 9. "XO" or "OX" & "1/3- 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 /16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XO" OR °OX" SIZES 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 (3/18 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 83" HIGH 1-90.01 70.0 1 3 X 1 3 0 X X 0 O R DOSED 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,.090,3/18"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7/18" LAMI -W/ 3/18 "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" SIZES UP TO 111" WIDE x 76" HIGH F-55.01 55.0 NOTES: A 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. PRODUCT RENEWED as comvl$n594th 96o Florida pee4)t Dele soP7o Darr 3/25/03 Dam: 7/10/03 Revisions: 8 ADD GLASS TYPE E TO TABLE 8 NO CHANGE THIS SHEET Navel09 F.K. Dam: (/23/05 Ravbbrv: CHANGE ANCHORS AND ADD 75' HEIGHT OPTION Dram ✓h- Ed( Dare: 12/17 /02 Checked ay Dem: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1528 NOKOMIS, FL 34274 113c;___T Vialbly Better PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT seawmt ca Tao NTS 8 . 13 m Assig 7045 -8 Lucas A Turner, P.E. PE 858201 Mechanical COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. "XO" or °OX" & 'XQX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL-3729, FTL-4607, FTL-4608 A. 5/16" LAMI (118 A,.090,118'11S) B. 5/16" LAMI (1/8 "HS,.090,118"HS) C. 7/16" LAMI (3115"A,.090,3/169 -IS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/81FIS) F. 13/16" LAMI (118"A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3116 "HS) HEIGHT WIDTHS 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEG 1 POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 - 60.6 80.6 - 58.1 68.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 9,8 -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 C,F -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 - 55.0155.0 - 55.0155.0 - 55.0155.0 88.819 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 - 56.5 56.5 -50.4 50.4 47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 392 -36.9 36.9 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 -73.8 70.0 C,F -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 -89.4 70.0 -85.2 70.0 -55.01 55.0 -55.01 55.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 -60.5 80.5 -57.2 572 - 62.1 62.1 - 55.2 55.2 -52.8 52.8 . 49.1 49.1 - 482 46.2 - 43.6 43.6 -41.1 41.1 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 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 108.849 30 48.849 A -75.0 70.0 - 53.5 53.5 -50.4 50.4 -54.5 54.5 - 50.7 50.7 -48.2 482 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 - 38.0 38.0 B,E -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.D -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.8 70.0 69.7 69.7 -66.3 88.3 - 83.1 83.1 - 55.0155.0 - 55.0155.0 -52.21 522 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 48.8 48.8 -51.3 51.3 -47.4 47.4 - 45.5 45.5 -42.7 42.7 40.7 40.7 - 38.8 38.8 - 38.8 36.6 5,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 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 -73.2 70.0 - 68.3 68.3 -64.8 64.8 -61.4 61.4 - 58.8 58.8 - 55.0155.0 - 50.9150.9 - 47.7147.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 - 48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 - 39.5 39.5 -37.5 37.5 - 35.7 35.7 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 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 89.4 - 84.7 84.7 -61.0 61.0 - 58.4 58.4 -55.7 55.7 - 52.1152.1 - 47.7147.7 - 44.6144.8 123.135 34 55.135 A -75.0 70.0 -46.8 48.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 36.5 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 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 48.8 68.8 -64.1 64.1 -60.5 80.5 - 57.9 57.9 - 552 55.2 - 51.5151.5 47.21472 - 44.0144.0 128.000 34.791 58.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 48.7 46.7 - 43.1 43.1 -41.6 41.8 - 40.2 402 - 38.7 38.7 - 38.9 36.9 -35.0 35.0 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 -73.7 70.0 -70.1 70.0 C,F 40.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 47.3 67.3 42.5 62.5 492 592 48.5 58.5 43.8 53.8 - 50.1150.1 45.8145.8 43.0143.0 130 35.896 58.209 A -74.4 70.0 - 43.6 43.8 -41.2 41.2 - 45.1 45.1 -41.5 41.5 -40.4 40.4 - 38.9 38.9 -37.7 37.7 -38.2 382 - 34.3 34.3 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 -72.4 70.0 88.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -89.3 69.3 85.3 85.3 80.6 80.6 -57.6 57.8 - 54.7 54.7 -51.9 51.9 - 48.1148.1 - 43.9143.9 - 41.9141.9 130.378 38 58.378 A - 74.3 70.0 - 43.5 43.5 41.0 41.0 -45.0 45.0 - 41.4 41.4 - 40.3 40.3 - 38.8 38.8 - 37.6 37.6 -36.1 38.1 - 34.3 34.3 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 -72.3 70.0 88.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 89.1 -85.1 85.1 -60.5 60.5 - 57.4 57.4 - 54.6 54.8 -51.7 51.7 48.0148.0 - 43.8143.8 41.8141.8 134 37 80 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 392 -37.7 37.7 - 36.7 38.7 -35.5 35.5 - 33.7 33.7 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 -73.3 70.0 - 71.0 70.0 87.4 67.4 C,F - 90.0 70.0 -90.0 70.0 -80.0 70.0 -77.1 70.0 -67.3 87.3 43.3 63.3 -59.1 59.1 - 55.9 55.9 -53.0 53.0 -50.0 50.0 -48.31 48.3 - 42.8142.8 - 40.8140.8 "XO° & °OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16° LAMI (3118"HS,.090,3H6"HS) ALL "XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO or WIDE x 63° HIGH WITH 37° MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 70.0 TABLE 12A. "X0" or "OX" & °XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4808 GLAZING OPTIONS: D. 7/16" LAMI (3116'115,.090,311614S) G. 13/16° LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/18"HS,.090,3/16"HS) ALL °XOX" SIZES UP TO 134" WIDE x 76' HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL ")(0" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 1-55.0 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 A - 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES PRODUCT R MEW 11 as tomp4vi.;r,,Lik U+e Mrfdi DehlbsE Ca-! rIFl�F! ,r� 111,. dIP ROW B7 F.K DAe 9/25103 Revelma' B ADD GLASS TYPE E TO TABLE 11 R 4ey F.K. 544 7/10/03 Iambic= NO CHANGE THIS SHEET Read B7. F.K. F.K maim D CHANGE ANCHORS AND ADD 76* HEIGHT OPTION Chasm By F.K DA°: 12/17/02 Met ae By 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1029 NOKOMIS, FL 34274 V6ibty .better D.aooe+a PRESSURES- UNEQUAL CONFIG. XO, OX & XOX 711. ALUMINUM CASEMENT WINDOW, IMPACT Bmmmem t CA -740 NTS A 13 GaMap N". 7045-8 C z Lucas A Tumer, P.E. PE 988201 MechmB ®1 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 d MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q fREFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 MAX. VENT I-.--DAYLIGHT OPENING ►I (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT �Irvr MAX. VENT DAYUGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED as =aspirin with the /!wick °%Ming -..... ,,,,r,„, 11 201, ,dEIT F.K Dec 3/25/03 "e„a,oisa 8 ADD 13!18' LG. OLAVNO BEAD 17E1A Arad e< Fx D4a 7/10/03 SHOW TOP HINGE R.mey. F.K 623/08 Oeur4mm: CHO SHT. MO. REF. AND ADD 1TEM89 944,4 n F.K. Data 12/17/02 aoskodEts rtsbx 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1829 NOKOMI9, FL 34274 Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT s.nmee.k CA-740 NTS Meek 10 a 13 7045-8 Lucas A. Turner, P.E. PE 498201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 —T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN °X" FRAME JAMB / "0" FRAME JAMB "XO" 8a "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A Ti1.376" .095 " - A40" CASEMENT BACKING PLATE MAIL: 6063 —T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544° .062" NOM. I--- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 —T6 DWG# 7005A .062" NOM. I.- - 2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A Bem/er F.K Wiz 3/25/03 B NO CHANGE THIS S. HEFT -Rend By. F.K 7/10/03 Revistons C NO CHANGE THIS SHEET Rend*: F.K Bien Br F.K flea &23/55 Ilabs 12/17/02 nswwn cheated By A0017EM 89 am I 1070 TECHNOLOGY DANE NOKOMI5, 51. 34275 A.O. BOX 1529 NOKOMIS, FL 34274 PST EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Sheet ua.8 Nn Rev: CA -740. NTS 11 d 13 7045 -8 D Wore A 4Te4 P.E. PE 958201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 78IPQA #8 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 112 "Xl /2"X1/8" CLOSED -CELL FOAM TAPE 5 70034 SASH - TOP, BOTTOM & SIDE RALLS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 70119 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 #10-24 X.562 PH. PN. TYPE F 12 7014 MULTI -LACK KEEPER (R.31 & L11) 13 1157 78X78PPSMS #8 X .875 P1L PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X.375 PH. PN. TYPE B 21 7032 STUD BRACKET (LE. & RIO 22 7858ZA #8 X 5/8" FLT. P13L SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12' HINGE (HEAVY DUTY) 26 710x12FP #10 X .500 P3. P1OL 30 5/16' LAMINATED (1BA& 1/835 GLASS) .090INTERLAYER- SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8115 & 1/8HS GLASS) .090 INTERIAYER - SOLUTTA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16° LAMINATED (3 /16I1S & 3 /16HS GLASS) .090IN1ERIAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSW (THICK) 44 45 46 SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND 1634 6163K SETITNG BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER XEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X .500 SQ. PN. TEK SMS 67 70044 67004 CASEMENT FRAME ASS'Y. TUBE 712X1PPT #12 X 1' P11 PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # POT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 70054 FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FD:ED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 10) 86 13/16' LG. GLASS (1/8115, MR SPACE, 5 /16"IAMI) 5/16° LAMP. (2) LOTFS OF 1/8"38 GLASS WITH AN.090 INTERIAYER - SOLITITA OR DUPONT PVB 13/16" LG. GLASS (VMS, AIR SPACE, 7 /16 °LAMI) 7/16° LAMI= 3/16A & 3/16015 GLASS WTIJI AN.090 INTERLAYER - SOLUTTA OR DUPONT PVB as 13/16' LG. GLASS (1/8"HS, AIR SPACE, 7 /16"LAMi) 7/16" LAMI 3 /16HS & 3 /16HS GLASS WITH AN.0901NTERLAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" i ^; " .865" 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523° r — .050" .865" 41 7116" GLAZING BEAD ® MATL: 6063-T6 DWG# 7042 .040" rf 1.000" .423" 50 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993° 269" .040" — --j �-- .172" .870" .050" L-- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 1.124 "+ - ._ .125" .062 " --►-�� } .093" 1 INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 2.701" 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 8°"der FK Order 325103 B ADD 13/16"LO. GLASS 8 GLAZING 8E40 Mena F.K 7/10/03 Motions NO CHANGE THIS SHEET Road 1t,: FX Aft 8123105 Ravi:dons: ADD EQUIV. TO ITEM 44. SILICONE ANDADD ITEMS87, 88 AND 89 w".:,er F.K. M. 12/17/02 Cnedreaer Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1828 NOKOMIS: FL 34274 �T VisibIy Better Oesmyborr PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT sim"ax: C.4.740 sort NTS s,ea 12 a 13 mo,"rt 7045.8 "°" D (f /s1 /4---- Loos A. I mar. P.E. PE5582E1 Mechaakei A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r_ ASEE NC1T... Jiti Oa 1 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM? fl ASEE NOTE 1 A SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ---1 I-- A SEE NOTE 2 SEE NOTE 4 1 1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK yI11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE 1 NMI 1111111111■111111, T l A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 A SEE NOTE 4 1 1 /2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE r • A SEE NOTE 4 11/4 "� MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK 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 2 1/2 ". 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 1 1/2 ". 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. a F.K. 3/25/03 B NO CHANGE THIS SHEET Rasa8y F.K. 7/10/03 Re.a� NO CHANGE THIS SHEET pem5r. F.K. 6123105 Revisions REVISE NOTES AND REMOVE 3/18' TAPCONS & 914 SCREWS aemay. F.K. 12/17/02 Checked Sr 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI3, FL 34274 Visib6 Better ANCHORAGE DETAILS mr ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 13 m 13 7045 -8 D (v r /U- Lucas A. Tames, P.E. PE 958201 Mechanic BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADS COUNTY, FLORIDA METROIDADE FLAGLER BUILDING 140 WEST FLAGLER STREET, $U1Th 1603 MIAMI; FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buldinecodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series PW 701 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision "B ", dated 4/4/07, 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 and Small Missile Imps ct Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, crtY' 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 ofthe product or process. Misuse of this NOA as an endorsement of any pact, for sales, advertising or any other purposes small 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. Many portion ofthe 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 # 03- 1105.01 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-0418.06 Expiration Date: February 19,2009 Approval Date: June 21, 2007 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 12 of 12, prepared by manufacturer, dated 7/14/03, with revision "B ", dated 4/4/07, signed and sealed by Robert L. Clark, F.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 alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #031105.01) 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 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan; P.E. (Submitted under previous NOA #03- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11 /05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Manuel P .E. Product Control rrif r NOA No 07 -0418.06 Expiration Date: February 1$ 2009 Approval fie: June 21, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 03-1105.01, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Window LMI, approved on 02/19/04 and expiring on 02/19/09. E -2 Manuel P Product Control E NOA No. 0706 Expiration Date: February 19.2009 Approval Date: June 21, 2007 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 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 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/16° LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/18" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® 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. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA 04-0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 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). ROMOBjC FJC s 94V7 OWN 1271503 Ranee,: FJC Dram Doke FJC 7/19.%3 S Reseskne A MG. NOTE2TO REP AVM 51300-02 AND REVSEANCHORAGE N07E 3. ADD REFERENCES To NOTE O AND ADD NOTE 7. REDUCE ANCHOR SPACING ca,e°eex 1 1070 TEQIXCl.OGYORM N KOMJ 11 34276 P.O. Bqx tb29 11OK0150, FL 34274 Z Virlb6 Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT fladteMbabt PVW701 MTSI�1 d 12 4259-4 B RobemtL Clerk P.E. PE 139712 Sb deed 3/16" ANNEALED OR HEAT STRENGTHENED GLASS awed*: 7/16' LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 0 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16' HEAT STRENGTHENED GLASS R 21 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT �- STRENGTHENED GLASS 11/16" NOM GLASS BITE I 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Oak Rale law Ardex F.K read; F.K Deer 41ND7 Deer 12/16104 Res/sine Raidebox B A NO CHANGE THIS SHEET NO GRANGE THIS SHEET aver F.K Oft CMadde, Deer 1070 TECHNOLOGY DRIVE NOKOMIS FL 34278 P.O. Bc1X 1579 NOKOAIS, FL 34274 Pr �T V 1b1y Better GLAZING DETAILS rr ALUMINUM PICTURE WINDOW, IMPACT aviallblot PW-701 1 FULLA 2 a 12 I 4259-4 I B �4i L Clark, P.E. PE 939712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. FAN MAX. SIZE =96 "X47" OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96" X48° OR MAX. AREA = 25.13 SO. FT. EYEBROW OCTAGON MAX SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX SIZE =96 "X48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. I� -- Pik QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 48" MAX. 44 1/4" MAX DLO NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 92 1/4" MAX. DLO - RECTANGLE MAX SIZE = 48" X 96" OR MAX AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX AREA = 3028 SQ. FT. MAX. SIZE =48 "X96" OR MAX AREA = 31.99 SQ. FT. Retlskox ReadB F.K 4N4/07 B UPDATE ANCHORAGE NOTE NO CHANGE 7195 SHEET sex F.K FN. Oak 12/1603 114/03 Matiskrae A c+°meex Daft 1070 TO93HNOLOOYDRIVE NOICOASS, FL 34270 P.O. BQX 1810 NOKONq FL 34274 Visa* Betser FLANGED ELEVATIONS 'ate ALUMINUM PICTURE WINDOW, IMPACT ew""ac PIW7O1 NTS 3 m 12 I °'"°ft 4259 -4 B ' //z10-e--- Robert L Oak. P.E. PE 039712 Swain HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE =68 "X68' OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96 "X48' OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96"X48' OR MAX. AREA = 3t99 SQ. FT. 981/4" FRAME O.D. It- 96' MAX. 50 1/4° FRAME 0 D. ELLIPTICAL MAX. SIZE =96 "X47° OR MAX. AREA = 31.99 SQ. FT. 451/4" MAX. DLO NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 93 1/4° MAX. DLO RECTANGLE MAX. SIZE =48 "X96" OR MAX. AREA = 32.00 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PRODDC1' k %•. z be complying with the await WM* Code Magma= Me Data OG 409 r Rend EEC 4!4107 oer 17115103 RelaeBT FK afar Oaf F.14 7114!03 B A ADD FRAM O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE NO CHANGE 7N138NEt77 twe 1070 TECHNOLOGY !WYE NOKOGQ$ F134275 go. gm 1529 NOKOMQ R.34274 Pc-"T V1a1b(y Netter INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT PW 701 NTS Mat 4 d 12 weryre a" 4259.4 • B //7 Robert L Park, P.E. PE #311712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A 7/16" LAMINATED GLASS (3/16"A, .090, 3/161-IS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "X' DIM. GLASS TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 49.000 A,B,C,D +80.0 I -80.0 34.000 +80.0 I- -80.0 39.500 45.000 46.500 48.000 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -80.0 AREA 10.79 SQ. FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +90.0 I -80.0 +80.0 I -80.0 AREA 65.500 1 A,B,C,D 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. +80.0 I -80.0 +60.0 I -60.0 +80.0 I -80.0 +80.0 i -80.0 +80.0 1 -60.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A B,C,D AREA A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 +s, 4.0 -80.0 16.23 SQ.FT. 80.0 87.500 C B,D -80.0 0 1 36 SQ.FT. 80. -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +87.0 -67.0 +80.0 +80.0 -80.0 -80.0 A 17.32 SQ.FT. +80.0 -80.0 +80. +80 -80.0 +90.0 -80.0 +79.1 -79.1 +77,3 -77.3 +75.8 -75.8 -80.0 .66 SQ.FT. +: .0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 24.00 SQ. FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. -80.0 93.000 C B AREA +80.0 -80.0 +80.0 -80.0 18.41 SQ.FT. +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 .0 -80.0 21.96 SQ.FT. +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 25.51 SQ.FT. 29.06 SQ. FT. 30.03 SQ.FT. 31.00 SQ.FT. -80.0 96.000 C +80.0 -80.0 +80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 -80.0 +80.0 -80.0 +80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 -80.0 AREA NOTES* 1. ALL MUM SIZES SHOWN ON SHEET 2. ALL S ' ES LESS THAN THE MAXIMUM RECT GULAR SIZE IN TABLE 1, WHICH 3. SEE EET 10 THROUGH 12 FOR ANCH sewer aenesp FJC 1a war FJC yep FJC Rellittale +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST EIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. E INFORMATION. tits Dalik i1/} TE DESIGN B C CLEAN UP TABLE 1 *Wow A CHANGE 1107E 1 P � A AND HO7E3. Wirt f #12 SCREWS 11 1070 TECHNOLOGY OHNE 0107100013, PL34275 PA. BQX 1525 NOKOA@9, FL34274 1127: 4. i* Betur FLANGED UNIT DESIGN PRESSURES nr ALUMINUM PICTURE WINDOW, IMPACT ewrcac ere u.wm,n PNW01 NTS 15 a 12 1 4259-4 11 IrRobert7L Claes.P£ PE #99712 Bhua4teal TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) 8. 7/16" LAMINATED GLASS (3/16"I-IS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X" DIM. TYPE - A,B,C,D 49.000 FTL -3835 FTL -3835 FTL -3850 Fit-3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 +80.0 I -80.0 +80.0 J -80.0 +80.0 J -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 15.31 SQ.FT. 15.82 SQ.FT. +80.0 J -80.0 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 L -80.0 +80.0 L -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ. FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 71.000 I A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 1 -80.0 21.83 SQ.FT. +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 82.000 A 82.000 B,C,D +80.0 -80.0 18.06 SQ.FT. +80.0 20.98 SQ.FT. 23.91 SQ.FT. -80.0 +80.0 -80.0 +74.5 -74.5 24.70 SQ.FT. +73.1 -73.1 25.50 SQ.FT. +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ. FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 93.000 AREA A 17.32 SQ.FT. +80.0 -80.0 20.66 SQ.FT. +80.0 -80.0 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 L -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 96.000 A +80.0 -80.0 21.96 SQ.FT. +80.0 -80.0 25.51 SQ.FT. +71.9 -71.9 29.06 SQ.FT. +63.0 -63.0 30.03 SQ.FT. 31.00 SQ.FT. +61.5 -61.5 +60.0 X0.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE Z OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HE GHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10 INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. eloadlbr Itolsksor FJC 47 a UPDATE DESIGN PRA PER MUM 1300-02 AND NOTES. CLEANUP TABLE DESCRIPTION AND HEADINGS FJL arc 12/1893 tbiskoz CHANGE NOTE 1 ANONORiNG WITH 912 SCREWS map. FJc 7/14073 1070TEGQVOLOGYDANE NOKOMIS, FL 34210 P.O BOX 1519 NORWIBS, R.34274 PST Visibly Bette. INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT adaakdat PIN•701 NTS 6 a 12 4 2 5 5 4 1 7 3 /e7/#4-- 70 Robert L Clerk, P.E. PE A9112 Structural MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH - HORIZONTAL SECTION (FLANGE FRAME) 0 0 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) Pita Q WELD (FLANGE FRAME) 1 11111 MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) Averse aNP FJ( wmaen nor We 12/15/03 B nerwwa A NO CHANGE DOB SHEET NOCHANGE THIS SHEET r» en FJC WINDS rseamaen Orts 1070 TECHNOLOGY DRIVE .NOKM93, FL34275 P.O. BOX 1529 NOKOMIS. FL 3A2/d c;T_ Y1slbdj Beaer 2.784° 0 0 G MAX© DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT Salbaticeee PIN.T01 aeee 7 a 12 4259-4 B 1/f L GIwk, P.E. PEi9712 swa�,a 2.784° OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784° 0 0 0 MAX. DAYLIGHT OPENING Data A444 the FJC FJC 474/07 1211&03 B A NO CHANGE 7746 SHEET NO CHANGE 7X14 SHEET Ibn6F FJC fie! Daft 1770 7E054010SYDRIVE NOKOMIS,FL 39218 P.O.BOX1507 AVKO4419 FL 34274 13 r Visibly Bette, SECTIONS, INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) INTEGRAL FIN /71 ALUMINUM PICTURE WINDOW, IMPACT PNL701 1ALF Sm. &gang Na 8 d 12 I 42694 ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" .970" .975" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 .346 " —►1 .975" .050" -_ ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 1.875" .062. 2.784" ITEM 2, FLANGED FRAME MAT'L: 6083 -T5 DWG NO. 4253 x.,"4er. mac Rand 3r• rests F.K 414107 Rood* Data FK 12/4&04 a8s"Br qq" FK 7/141013 B arrimem A O"mo,a"r NO CHANGE 77413 SHEET NO CHANGE THIS SHEET me 10707EGt OLOOYOWVE NONON68 FL 34275 PA. BQX 1579 NOXOAOB, R 34274 PST VLdblp Ratter EXTRUSION PROFILES & PARTS LIST rer ALUMINUM PICTURE WINDOW, IMPACT E000 euNv6f� 8N.t pulpM F'1K78f ' " ` L 9 a 12 I 4259-4 B .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4° MAX. I— SHIM T CONCRETE ANCHOR (SEE NOTE 1) • r1/4" MAX. 1 SHIM WOOD ANCHOR (SEE NOTE 2) A 1 3/8° MIN. ®EMBEDMENT • � SEE NOTE 1 FOR - EMBEDMENT A 3.5 KS! MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) T 1/4° MAX. SHIM WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. A EMBEDMENT INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) (� 1/4° MAX. 1 SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) (�' 1/4" MAX. 1 SHIM SEE NOTE 1 FOR 1x WOOD BUCK ® EMBEDMENT f (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED 1/4° ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5116" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE —FLEX EMBEDDED 1 3/4° MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE 1S 1 3/4" MIN. 2. FOR WOOD APPLICATIONS IN MIAMI —DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -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 TAPCONS MAY BE USED. TAus= :, Darr rmbue mar FJC tbew B REVISE AND UPDATE AHCHORAGEPER CURRENT FBC Owel eK FJC 12N503 Rettsbar A CNANGENOTE I AND FASTENER SPACING tams!! FJC Deft 7/14/03 CANktld HA Omer 1070 TECHNOLOGY DANE NOXOMfS, EL 34275 P.O. BO,X 1525 NOKOM$ FL 34274 121 T Visthly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT PVV -jai BLOC I arse NTS 10 & 12 TABLE 3. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE 4: O WIND. U a "X" • - > DIM. WINDOW "Y° DIMENSION 15.0" 1.,2.,4. X co N Y 20.0" 1.,2.,4. X CO CNI Y 25.0' 1.,2.,4. 05 Y 28.5' 1.,2.,4. X Y 30.0' 1.,2.,4. X Y 1. X 34.0" 2. X 4. X Y X Y 39.5' 2. X Y 4. 45.0° 46.5" 48.0" 2. 4. 1. 2. 4. 1. 2. 4. Y X Y X Y X Y Y X Y X Y X Y X Y X 49.0' O.C. O CO t�3 N O CO (73 O co co O O) OD 0) O co O) CO CO 19 co N N CO CO co CO N N a N 54.5' O.C. C O h O 0 0) O V 0) 0 0 O O 0 O 0 O co 0 _2 a O co 0 0 O c3 O 0 co O CO 0 0 0 co O 0 0 CO 0 LCD 0 60.0' O.C. N h 04 0 0) N O N O 0, O O O) N O O CO O N co OD co O co co CO N co FYI O 65.5` O.C. 71.0" O.C. 0 CD ai A O 0 0 CD t�1+ co CO 0 CO t7S o 0 w O CO O 0, O 05 0 O PS O 0) O O t01 O co 0) O OD li m O O O O 0 19 m co N 0 N O V CO CO [7$ O m t�3 m e�3 CO OD O O t�+ O O CD lT) W 0) O O Pi O Pt: O O tS3 OD W O N CO tai co r O CO O CD 78.5' O.C. 82.0' O.C. O CO a 07 O m O O m 0 co 0 O O O O Y CO CO 0 ,_ O m 05 O co v O) 0 W Y CO 0 N ' O d. O N 0 N Ctl h co CO 0 CO N m o O CO 0 CO ro CD tO O to r3 w O m W O CD O Pi o 60 0 0 m o CO CD qr- 87.5' O.C. O CO co CO co CO m 0 0 0 m r O O a N O O m c7i O CD O O m O m O co- O CO CO CO CO 01 0 CO 93.0" O.C. h 0 co W co 0 O OD tuft W O O co co m O O OD h O 03 O O m O Ctl 0 0 N 98.0° O.C. .N- A co O C CO N O O 04 0 co PS O O PS O t�S O O _O e7i O to O l�J CO 0 O A O to O 0 N co NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX ON-CENTER (0.0.) 'X° AND "1' DIMENSION FROM TABLE 3 (MIN. 2 1/8' 0.C. CONCRETE SUBSTRATE) DIM. MAX 8 1/2' FROM (*RIVERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER Rand* Mc Maniac DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2' FROM ANY CORNER. 11070 71EOMVOLOGY DRIVE NOKOMIS, FL 34274 NOKOMIS, FL 34278 ltm vs, FJC CatC7114103f ab"wil"ribINEWD8k4 41W SHEET Pi r_ Viribb, Better ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOVV, IMPACT FVV-701 NTS 11 al 12 I 4259-3 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 5. 5/18' ELCO TAPCON /7A, PD7 PE 03ar12 Stuawal TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: WIND. 'X p U a ¢ 1- oi WINDOW "Y' DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW {G5) 4. 1/4' ELCO 4 1/4° um SS4 SS4 cR CRETEFIEX 5.5/18" ELCO TAPCON 15.E 20.0" 25.0' 28.5' 30.0" 34.0" - 39.5° 45.0" 48.5' 48,0• 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0' O.C. w cm N r n w r co w ai N r m.- w a, N a- aN. v r w g •� w co `� z_.- m v .7_ w w w a w sr w �- N e- w ate- m ^ n m as w m aN- ro [� CO w c� I- CO w CO I1., n a r CO CO at CO r CO as 1N- r CO n n w °D CO a► a-< N CO c3 r N aa-. CO fi n V n% CO e� w r .N 54.5° O.C. CO O N a- n w o O w 43 0 N Zz m CO IT} 0 N e- N w 0 O .1. r w e O a a- w N r w w CO 0 w N r- w - CO o P w a a - N r w m g w° CO Zs m g w CO J3 O m g w w.. '- n a- w m aS 0 ' CO as o a- a- CO ems- n co o w CO 41S O" N a- CO as O< N r Co n a. a.., n CO o aN- CO 0 60.0' O.C. 04 N " n N O w w N m VI N " to a CO g - CO r CO w a CO w w m ate- N- e-- aV-' "-- w m w aN- m F) w V m w w n m . w w WS CO N a- w P. CO w o w w o CO N - a., N LV " w< n m n w w CO CO CO 65.5" 0.0. V' co O N n V' o O m A o N a-0,. N m w °o V. o .p _0welwr�Ps a° 0 CO V o m n V. o ^ca��gcogcog�_0;- V' o m n m W V' o m w V' e- m w m m a w V' o 1 V' 0a .- -�0ar m m m w V' o N v 0 N m m v ��CV n < o a a;� 0 71.0" O.C. W a- cal n m es a- 0 n� w m_ CO N 04 m fi w ^ CO CO a- a- CO m nwgwrr w m a- m CO m gs-g a- CO a- m a%afr` n m CO w w m w" CO caw a- m CO m CO Q. - w w n CO m a- a- a -o,.fir O w w w w w' N m a_ a- r m W•-n` m n 0) m a- V 78.5° O.C. V' a3 O N r ^, V' i3 O O V' aS Om0Nww0co03 N 7:-.- V' ai N .- V' a- V' e" V• M V' •- m r w V' 0 w m r w ' V. a! 0^ a- V' a3 o ,- m as n CO a, CO V• Ow CO at et Owmww�0mww m as e4 r d. a- V. r a- V' ,- N a- m as at r N a- "0 V' t71 SV "mnw N .- `V' a.- v a- N sr c� 0 N_ 82.0' O.C.,- CO ._ N n CO s- 0 0.. m^ m ea v c� w v w.- m w V w w m ._ w CO dt n CO a- - CO ._ n m g w 0 m g w.- m r CO g w w as w g w O. m a- a m w s w a c� w N< m . w n m v n v a CO 1 m _ c. 97.5' O.C. w w r n w m r O m l's w N n 'o w t�( N m CO a °D w v �" °o m ti CO w w u7 r w CO n r CO O r w N r r Co n m CO t� at m O m {� w CO m w OD ILLS m 1. "- w m 1� w r w r r CO m w w m (� w N ems- CO r N a- m a3 w v a' n m n w w CV N 93.0' O.C. m Ps a- N e- n CO Y1i r O CO r Om N a.., CO <� N a- w a CO w.'-ww w aa. r Ca a- w CO Y� < Ol CO r-. r- CO al a- w a- . .p co mwOwa- CO o m ai CO if� CO a3 wfDw w ar CO a- a-" .- m .- w (0 w N a- a - CO tag a - N r <mn m w r w Y`7 a- cal PRODUCT REVISED rocamptrlag Cadaw4M�marta. Aae ace Ma /. a� . . , , � .4, t r redaee r-� 98.0' O.C. eN N n N O w a3 w N m P CN- 0 n w 03 CO 0 P CO w N w m r n' a- 0 te aN- ms- N a- CO CO at CO N 0 m e73 w CO CO a; w m v r w w a► w r v m CO 43 w m n m V I- r V " CO m n ® n w aN- CO NOTES: 7 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (0.C.) 'X' AND °Y" DIMENSION FROM TABLE 4 (MIN. 2118' O.C. CONCRETE SUBSTRATE) DIM. MAX. 81/2" FROM CORNERS , Clark, P.E. PE 039712 Strums 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR �-- - �(+ DIM. ----I FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER. Rend,* 0*, aeti l me 1676 TE0640LOGYDRIVE NOKOMl3 FL 34276 Pa 1529 NOKOMIS. FL 34274 P Ti ewaa.x ANCHORAGE, CONCRETE SUBSTRATE T� VV PICTURE WINDOW, IMPACT nand Or P.K ' Ost 4(V7 WO= 8 NEW SHEET Raw ex lama* FK Doc 7114103 a.�dBx Let 1 Ywy Better a PW701 lava* Airs I ebE 12 a 12 I mrmw. 4259-3 I B MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 0428/00, 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. 61\c-P' NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWLNGS 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 ix 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 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 # 04-0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3A" 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. O'1 HER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B" "C" 01? D" AT BOTH ENDS AND AT BOTTOM MULLIONS w ANCHORS DETAIL A ANCHORS DETAIL A W1 I, W2 I w 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 Mt) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hl N TES; 1. THE 33 1/3z STRESS Z .3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 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 WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 1 ANCHORS DETAIL "8", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS (-`■ ./ Iffl II (^\ I ) I\ 1 "API' 1. g W1 I, W2 I w 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 Mt) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hl N TES; 1. THE 33 1/3z STRESS Z .3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 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 WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 1 ANCHORS DETAIL "8", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS (-`■ ./ \\°\.. (^\ I ) I\ ./ (-- .. i ID \ r'\ ./ i F 3 w W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H 01? H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = Wl +W2 OR W2 +W3 MULL LENGTH = HI INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "El", "C" OR "0" BOTH ENDS ANCHORS DETAIL "B", C" 0R D" BOTH ENDS MULLIONS 7 /1 W2 MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W 01? W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER MAXIMUM OF (7) UNITS. ULL!ON H= H1.! -H2 (1) WINDOW MULLED W /ONE ABOVE FOR DL ILHMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H 0!? 1-11 +82 MULL LENGTH = W TO SHEE! TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T■ 30/06 575/06 D—ADD Revisions C—ADD TECH. REFS. �amvi ,xsN.ww. Acceptance �: ',' — 07* obert 12 Clark, P.E. PE 4939712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 me: ALUMINUM TUBE CLIPPED MULLION Serbs /Modek Scab: Sheet Droning No. MULLS NTS 1 of 7 6221 Rev. D PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A !/" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" ° 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 WOOD BUCK REMOVED TO CONCRETE WOOD [BUCK / 1h(TYP SEE NOTE 1 SEE NOTE 1 PGT 1x MULLION SEE NOTES 2 & 3 211(TYP) 1(TYP) SEE NOTES 2 & 3 TYP CAL. MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "8" 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 CONCRL !t EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE 1 2. FOR W000 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 • PGT 1 x MULLION -- MIN. 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 } TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" MIN. 2b(TYP)1 1(TYP 2" OR 4" SEE NOTE 1 • ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS irr Roberti L Clark, P.E. PE #39712 Structural IND Revsd 9y. F.K. Raved 9y: F.K. Drawn 9y: P.J.P. 5°93' 0/06 53/04 Revisions: NOTES 3 & 5 C DADDAD EMBED. DETAILS 4 °28/O0 Description: 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIS, P. 34274 mw ALUMINUM TUBE CLIPPED MULLION smkrs/Moden scare: Sheet D— Droning No. MULLS NTS 2 of 7 6221 1 MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1 " MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE A' 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 3 4 X. MA iMAX. ® TWO O2) NC OR ® THREE (3) ANCHOR LOCATIONS HOR © FOUR (4) CHOR A/2 MIN. MIN. O ONE LOCATION ANCHOR ® TWO LOCATIONANCHOR MIN.TYP. (2)EQ.SP.® (A- 3/4)/2 NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE RtrtJ TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 8A4IN. O THREE (3) ANCHOR LOCATIONS D SIX (6) ANCHOR LOCATIONS MIN.TYP. (4)EQ. SP. (A- 3/4)/4 rRODUCT eNewm ':zir_`a�rir ® FIVE (5) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark. P.E. PE #39712 Structural ftT INDU E5 Re81 5%30/06 DR NO CHG THIS SHT Rered By 575/06 CAW, ADD DIAL&NOTF Dmom 8r P.J.P. 4%28/00 1 HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series/Mode: MULLS NTS 3 a 7 Ora.Log No. 6221 Rev. D 1 3 8 2 r , 1- 4 8 4� 24 1 21 32 1 3 4 1 116 ■ x HEAVY WALL MULLS MAT'L: 6063-T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 8 8 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 66; obert L Clark P.E. PE #39712 Structural INDILffi ItIES Rev F B. 5%30/06 a. e. 5/5/06 0 —M CHG THIS SHT C NO Dawn By: P.J.P. 48/00 Desoription: 1 " HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. P. 34274 ALUMINUM TUBE CLIPPED MULLION Serles/Modek MULLS Scale: 1x Sheet 4 Drawing No. 6221 Rev. D CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 72 76 78 84 90 96 108 111 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 86 86 73 73 65 65 58 58 54 50 73 73 62 62 54 54 49 49 45 45 42 42 67 67 57 57 50 50 45 45 41 41 38 38 54 54 45 45 40 35 35 32 32 30 30 43 43 37 37 32 32 28 28 26 26 24 24 36 36 30 30 26 26 23 23 21 21 19 19 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART 1. - 1x22.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B MULL LENGTH IN INCHES CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 63 62 62 62 62 67 58 51 47 44 42 41 41 41 41 58 49 44 40 37 35 34 34 34 34 50 43 38 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 16 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 96 16 48 46 46 45 45 44 44 40 38 38 37 37 36 36 36 35 35 33 33 32 32 28 27 27 26 26 24 24 22 21 21 20 20 19 19 18 17 17 16 16 15 15 Vertical Mull kOpening_l Width Mull Length Horizontal Mull Opening Width L �Mull� Length Multiple Mulled Units Mull Length \ Opening Width 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. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. MODULI' RENEW= seaagcod. *Mod. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L park. P.E. PE #439712 Structural It T INDUSTRIES Revell! Revel 13y: F.K. 530/06 D-N Revisions: 10 THIS SHT REYIS!ONS 55/06 Warn er P.J.P. 428/00 1 " HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 7ECHNOLOGY ORNE NOKOMIS FL 34275 P.O. 80X 1529 NOKOMIS FL 34274 title: ALUMINUM TUBE CLIPPED MULLION sew /under MULLS Scale: NTS Sheet 5 "f 7 &croft No. 6221 Row CHART 3. - 1x2.75x.650 QTY. & TYP. ' ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 CUP TO OPENING (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B 110 120 130 160 (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B CLIP TO MULL (2) B (2) B (2) B (2) B (2) B (2) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 (2) B 170 (2) B (2) B (2) B 170 170 170 (2) B 170 (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B' (2) B 170 170 170 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 73 79 73 79 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 91 91 77 n 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 84 84 71 71 63 63 56 56 51 51 48 48 45 43 43 42 42 40 40 67 67 57 57 50 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 23 44 44 38 38 33 33 29 29 26 26 24 24 23 23 21 21 20 20 18 18 !J NONO 31 31 26 26 23 23 20 20 18 18 17 29 29 24 24 21 21 18 18 17 17 15 Vertical Mull Mull Length �Opening� Width Horizontal Mull Opening Width Mull Length Multiple Mulled Units Mull Length Opening Width 17 15 15 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. 1 V181 1" "01°�'°r° rl . a7 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural IN ES 5%30/06 5/06 Revisions: THIS SHT C MAR ID REVISIONS 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Tf9x ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Soak: NTS Sheet 6 Drawing No. • 6221 Rey. D CHART 4. - lx4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A OPENING (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (2) A (3) A (2) A (3) A (2) P (3)A . (2).A (3) A (4) B (6) B (4) B (6) B (4) B 't6) B (4) B (6) B W v z z_ 2 CLIP TO MULL (5) B 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 59 59 144 27 27 (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B 0.18.• (5) B (5)-13 • (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 154 144 140 128 112 92 170 170 170 170 170 170 170 170 138 112 92 170 170 170 159 150 134 125 121 111 95 78 170 170 170 170 170 170 160 148 117 95 78 170 170 154 144 135 120 112 108 98 170 170 170 170 170 165 140 129 102 82 82 67 67 64 64 54 54 47 47 170 169 143 133 125 110 102 99 90 74 60 42 170 170 170 170 170 148 126 116 170 162 136 126 117 103 95 92 170 170 170 170 166 136 116 106 170 158 131 121 112 98 90 87 92 83 83 77 74 60 42 67 67 62 54 37 54 50 37 34 50 50 43 43 170 170 170 170 170 157 170 157 170 128 170 127 170 117 169 116 156 108 150 106 127 94 120 91 108 86 102 83 99 83 93 80 77 73 73 69 62 58 58 54 50 47 47 44 34 32 32 30 � 29 170 170 170 166 145 115 98 89 69 54 44 30 170 157 127 116 105 89 81 78 170 170 170 165 144 112 95 87 170 157 127 116 105 88 79 75 170 170 170 165 144 111 93 66 66 62 52 42 28 52 42 28 48 38 25 84 62 48 38 25 31 29 27 38 38 34 34 31 27 26 26 23 23 22 22 19 19 17 17 15 15 Vertical Mull Mull Length Width Horizontal Mull Opening With Mull —I Length Multiple Mulled Units Mull Length Opening Width 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 WITHerPGT INDUSTRIES PRODUCTS R FK. 5%30/06 D N HG TNIS SHT F.K. 5/5/06 Revision= KED REVISIONS Clam-., RE. PE)31?712 Structural T■ VNDITSTRIES narn t1Y P.J.P. 48/00 Description: 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ALUMINUM TUBE CLIPPED MULLION Serke /Modek Scala Sheet Omwing N. MULLS NTS 7 or 7 6221 R MIAMI 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 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.buldinecodeonline.com and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FD -750 Outswing Aluminum French Door w /Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 800041, titled "Alum. French Door & Side Lites, Impact ", sheets 1 through 11 of 11, prepared by the manufacturer, dated 12/23 /04 with revision B dated 10/12/06, signed and sealed by Lucas A. Turner, 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 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 # 05- 0419.03 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0103.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -11, Sheets 1 through 11 of 11, titled "Alum. French door & Side lites, Impact ", dated 12/23/04 with revision B dated 10/12/06, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform-Static-Air-Pressure Test, 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 aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4527, dated 02/10 /05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4528, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) E -1 Mabel ' .E. Product Con + ' ; i ' n i er NOA No. + ! .02 Expiration Date: February 24, 2010 Approval Date: March 15, 2017 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. 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 -nnstallation-diagram of- aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 7. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03)PGT Industries C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 .. 41111! Man a Pe • .E. Product Control r :�. � : r er NOA No. 07- 0103.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Interlayer", dated 01/05/06 and expiring on 12/11/10. 3. Notice of Acceptance No. 03- 0415.13 issued to Solutia, Inc. for "Vanceva Composites used for lamination of glass ", dated 12/11/03 and expiring on 12/11/08. - STATEMENTS 1. Statement letter of conformance, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0419.03, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door and Sidelites- L.M.I., approved on 06/09/05 and expiring on 02/24/10. E -3 Manuel Pe Product Control E : ; 11111f r NOA No. 07 -002 Expiration Date: February 24, 2010 Approval Date: March 8, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/18" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/18" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16°A,.090 PVB, 3/16" HS). F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16" HS). G. 7/8° LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/16'11S). H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/18" HS,.075 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300 -02. 3. CONFIGURATIONS: X O XX, XO OX. XXX, XXO. OXX MO XXXX, XXXO, MOCK, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4,ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL- 4311, FTL -4312, FTL-4315, FTL- 4527, FTL -4528, I-TL -4529, FTL -4530 AND F11-4921. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY ®HURRICANE ZONE (HVHZ). NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8,11 ANCHORAGE 9-11 Mad* We r..dFx ex Od0 M16Te CHANGENO1E9 l4AND7..ADDYIDYJ E 01.49871788 E4 A MOVE (RAMOIMAILS 70SHEET2ANMOOOPTAM&3T OMEET& awlar 86168 A710HORA04 ADD ELBB8G AND AL7ERNATE7014 807184121L Fx 10/12109 8 REVIVE ROTE84AIM ism mama Remdfir Deis heed= Ism estlalep Deft F.K 1222304 L.T. 419/85 1070 TECHNOLOGY DRIVE NOKOMB.H. sea78 A¢ BOX 1678 NOADA0 R 34274 Pc T V&tb/j Better GENERAL NOTES AND DRAWING MAP s$ ALUM. FRENCH DOOR & SIDE LITES, IMPACT FULL abut 1 "'11 hams. 8000 -11 Ise B tZ /2r / ©‘ Lucas A. Turner. P.E. PE #88201 Meaharkal EXTERIOR 7/18' NOM. 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS 91OR92 5/8" GLASS BITE INTERIOR GLAZING DETAIL `st-rrING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER EXTERIOR 7/18° NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075° VANCEVA INTERLAYER 3/18" HEAT STRENGTHENED GLASS 93 OR 94 5/8" GLASS BITE INTERIOR ti GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER SETTING BLOCK 3/18" TEMPERED GLASS AIR SPACE 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS 78" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/18" ANNEALED OR HEAT STRENGTHENED GLASS — .075 VANCEVA INTERLAYER 3/18" HEAT STRENGTHENED GLASS EXTERIOR 518" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER Aawd FA: RetelOr fe F.1C Des Aft ratame Oft Oat 1212304 Arabs A NEW SET: ADD WI:MEM MER A1E2 GIANNA OETA6$ Dam* FJC NOMM1IE7H39SHEET CfacbrA BA L.T. I 1070 7ECIPICAO V 70171VE tiONDEM FL 34275 P.Q INK 1520 NOttE M1 A. S4274 Vistbty Better GLAZING DETAILS IVA ALUM. FRENCH DOOR & SIDE LITES, IMPACT s.twnt FD700 sale sent 2 e 11 8000 -11 7- B woes A. Tumor, P.E. PE #58201 MecimruoN TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H A - 7/16" LAMI (3/16 "A,.090 PVB, 3 /16 "HS) B - 7/16" LAMI (3/16"HS,.090 PVB, 3/16"HS) C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16 "HS) D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, 3/16"HS) E - 7 /8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16 "HS) F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3 /16 "HS) G - 7/8" LAMI I.G. (3116°T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16 "HS) H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) N W ya DOOR CONFIGURATION WIDTH FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL-4527, 4528, 4529, 4530 UPGRADE FTL-4527, 4528, 4529, 4530 FTL- 4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL- 4527, 4528, 4529, 4530 UPGRADE F11 -4527, 4528, 4529, 4530 DOOR HEIGHT 68 - 79 3/4" 70- 833/4" 87 3/4" 91 3/4" 80 - 95 3/4" SINGLE X 30 37" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SINGLE X 30 37" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 DOUBLE XX 69 71 3/4" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE XX 60 71 3/4" C,G SIDE LITE CONFIGURATION WIDTH N W trJ (3 L-7.0 -100.0 - 79 3/4" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 SIDE UTE HEIGHT 7° - 83 3/4" 87314" 91 3/4" 80 - 85 3/4" FULL JAMB 0 36 11/16" A,E +70,0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 FULL JAMB 0 36 11/16" C,G +140.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB 0 36 11/16" A,B,E,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB 0 3011/16" C,G 100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB 0 33 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 NARROW JAMB O 36 11/16" C,G 1 +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 NARROW JAMB 0 36 11/16" D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Wad* erc RAW= FJC 9Q6bB A 1®YBRT. EXPAPDTA81E170 INCLUDE AIL TYPES 8WN118DMTIM@ Rood* FJC Daft age 8 awsl8p ors R„Ya UPOATETABLE 17OABIME 190882 o ®Ae ors __,A "a FJC 12?3v4 LT. //Sg6 1070 7H79401O0YORM' NOMA FL 34278 P.0. 80X 1619 N811dlS FL 30274 PST Vial* Better DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT arinaleft FD760 rs 3 d 11 away*, 8000.11 B Lucas A. Turner, P.E. PE 1458201 Mechanical 7313/16" MAX. WIDTH 95 3/4" MAX. HEIGHT ALL OX OR XO X 25" MAX. DLO ALL X UNITS 110 5/8" MAX. WIDTH MAX. WIDTH , M, (I, /r OX OR XO X 25" MAX. DLO ALL X UNITS 110 5/8" MAX. WIDTH MAX. WIDTH M, /r 1 4 /r ' 1 I /' 1 145 3/8" MAX. WIDTH LI 1 r ' 1 I /' 1 OXO OXXO (SHOWING EACH VERSION SIDELITE) H713/4" MAX. WIDTH XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. 3611/16" MAX. WIDTH 25° r_ MAX. DLO 3811116" MAX. WIDTH 33 3/18" MAX. DLO '6,10oucr REVISED Eakitigecde Amegasear Me O (FULL JAMB) co (NARROW JAMB) ' Rood * Ft Ddl" seam Awad@d FA Cody 1af9'DD O1a" RnQknr 0 +d.dw.r LlaDA7E SHEET RE1 9. Mi®TANDS NDpNfCiE MMET Thin* OW" DdsWBF 12 V4 LT. 4J$p6 1070 7ECHNOLOGY DRIVE FL 94278 P.O.0QX 1829 FL 91274 eGiT, Visibly Better EXAMPLE ELEVATIONS nt ALUM. FRENCH DOOR & SIDE LITES, IMPACT tidie NTS awe 4 or 11 ran. 8000 -11 Luna A. Tummr, P.E. PE #50201 Mechanical VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICAL SECTION B OUTSWING HEAD — ORIGINAL VERSION TOP RAIL 21 A ALTERNATE VERSION TOP RAI MAX. DLO— EXTERIOR MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL A ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL INTERIOR MAX. HEIGHT A Aq OR 2 VERTICAL SECTION D OUTSWING SILL PRODUCT REVISED as amaptacg with Ric Skakla EakEsECada Espirsianaste Ilhabihrodaal Dee R Area aa8E6 R NOCTNN0E THIS OEEF Der Bair R.e a Rating REVISE ITEM& BNOWALTERNATEflOPMD801701 I RAIL EXTlD1 iK 1?29104 cassarBa LT. Oar 418/05 1070 TECNVOLOO DRNVE wawa FL 94?78 P.O. MC We Nd OAAE4 FL 9{874 Visa* Bettor VERTICAL SECTIONS Tae ALUM. FRENCH DOOR & SIDE LTTES, IMPACT FD760 1 1,2 I 5 d 11 8000 -11 Roe B 172-1406 Lucas A. Toner, P.E. PE 48201 MacireNaat OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3 ),11° FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRBDUCT REVISED au coinplying with the Florida Dalaeg Celle Bap 7010 DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE g Fit Das IteAelas 32886 A NOQNN887N88NEET Nrwray FX aeec 1811208 bake &wrap FJL 1212304 8 TdrASd* L.T. NOl9MNfG871888NEET '41,05 10787EHNOLOGYDRIVE NWN FL 84379 P.O.BQX 1879 NO1031114 FL 84374 P. VGslbly Btu HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ad°w m Fi7T60 1n 6 s 11 rwIeb 8000 -11 B UM A. Turner, P.E. PE 888201 Mechanical m. r NOTE: ASSEMBLY HARDWARE QTY (3 ),11° FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRBDUCT REVISED au coinplying with the Florida Dalaeg Celle Bap 7010 DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE g Fit Das IteAelas 32886 A NOQNN887N88NEET Nrwray FX aeec 1811208 bake &wrap FJL 1212304 8 TdrASd* L.T. NOl9MNfG871888NEET '41,05 10787EHNOLOGYDRIVE NWN FL 84379 P.O.BQX 1879 NO1031114 FL 84374 P. VGslbly Btu HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ad°w m Fi7T60 1n 6 s 11 rwIeb 8000 -11 B UM A. Turner, P.E. PE 888201 Mechanical 180750 DOOR(S THEM DWG# DFSCRB'910N I PGI83 FRAME KIT PARTS 1 8006 FRAME- HEAD &HIN(3EJAMB 68006 2 8003A OUT-SWING SILL 68003A 3 8004C OUT-SWING SILL COVER 680070 4 8008 DRIP CAP 68008 5 HEAD, SILL& JAMB WEATHERSTRIP(SCHIPBAL) (18333710500 6 8007 SCREW COVER 68037 7 8009 INSTALL PLATE 68009 8 --- FRAME ASSI/MBLYSCREW 68X Y PH QUAD 781PQA 48032 9 8032 ASTRAGAL END SEAL DOOR PANEL S HEAD, SILL &JAMB WEATHERSTRIP (SCHLEGAL) U83337T8S00 20 8012 SIRE 68012 21 8014 TOP RAIL, (THREADED RODDESI(F4) 68014 22 8013 BOTTOM RAIL, (THREADED ROD DESIGN) 68013 23 8017 TOP SWEEP 68017 24 8016 BOTTOM SWEEP 68016 25 SWEEP SCREWS, #4 X 12" PHIL PH 26 8015 ASTRAGAL, ACTIVE &INACTIVE 68015 27 8021B GEAR HINGE, JAMB SIDE 680218 28 8020A GEARHINC3E, COVER 68020A 29 8018 GEAR HINGE, BACK -UP PLATE 68018 30 8019A GEAR HINGE, DOOR SIDE 68019A 31 8035 GEAR HINGE BEARING 68035 32 GEAR HINGE SET- SCREW #632 x 1/4" 33 (FAR HINGE, MTG. SCREW #12 43/4° TRUSS HD 34 (PAR HINGE, MTO SCREW 412 x 1 1/2" TRUSS HD. 35 THREADED ROD 5 /16.18X36" 6TRODA 36 FLANGED HEX NUT 5/16.18 7990NUTA 37 8039 TRUSS CLAMP 60378M 38 8043 S/S GEAR LATCH MPI34AN1SM (ASHLAND) 39 8030 LOCK BLACK 48000 40 LATCH ASS'Y SCREWS #8 X2° 069118111391113 78X21PAX 41 8037 S/S SHOOT BOLT ROD (SULLIVAN) 42 8075 STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) 43 8D38 SHOOT BOLT GUIDE 48031 44 SHOOT BOLT GUIDE& STRIKE SCREW 8.32 X3/8" SS PHILLTR HD 78X38PFTX 45 8038ft RIGHT- STRIKE PATEAT ASTRAGAL (ACHVE HINGED IEF) W5110.4351 46 8038L (037 -STRIKE PIA TEATASTRAGAL (ACTIVE HINGED RIGHT) W5110.44S1 47 STRIKE PLATE SCREWS 8-32 X 3/8" SS PHILLTRHD 78X38PFTX 48 STRIXEPIATEMH)DLESCREW 6-24X 12" FH 7612FPTX 49 8036 STRIKE PIATEAT HEAD &SILL 50 HEADSTRIKES(REWS SS 8X 12PI0lU }H 78587AX 51 -- STRIKEPIATESCREWS @SILL SS 8 X I2PHILL UNDERCUT FH 75XI2PFHUX 52 8041 ACTIVETRIM SET (ASHLAND) 53 8032 PASSIVETRIM SET (ASHLAND) 54 8044 STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) 55 80I4A TOP RAIL SAO BOLT DESIGN) 68014A 56 8013A BOTTOM RAIL (LAG BOLT DESIGN) 60013A 57 5/16° x21/2' JAG BOLTS 75I8LBOLTX FD750 FULL JAMB SIDE LITE DWG# DESCRIPTION 8006 FRAME - HEAD, SILL& JAMB 68006 4 6 7 8008 DRIP CAP 8007 SCREW COVER 68008 68007 8009 INSTALL HATE 68009 8 FRAMEASSPMBLYSCREW #8X 1° PH QUAD 78IPQA 20 8012 STILE 68012 21 8014 TOPRAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED 6TRODA FLANGED HEX NUT 5/16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M #8 X 3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 828 SIDE LITE HEAD TRIM 68028 62 8029 SIDE LITEJAMRTRIM 68029 180750 NARROW JAMB SIDE LITE 8006 FRAME -HEAD& SILL 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 8 FRAME ASSPMBLYSCREW #8X 1" PH QUAD 78IPQA 21 8014 TOP RAIL 68084 22 8013 IBOTTGM RAIL 68013 35 THRPADID ROD 511648 X36" 6TRODA 36 FLANGED HEX NUT 5/16.18 7990NUTA 37 8039 TRUSS CLAMP 60370M 60 #8X3/4" PH SQDRIVETFI( SCREW 787C34PSTW 61 8028 SIDE LITE HEAD TRIM 70 8010 FRAME JAMB 68010 ASSEMBLY KIT 8033B FRENCH COOK ASSEMBLY BEAM 690338 81 #10-24 X 2 I2" PH SCREW 82 #10.38 HEX NUT 83 012 X 1 12° TR HDTEK SCREW M 8056 SUBSILL(OPIIONAL) 68056 GLASS, BEADS & SILICONE 90 GAZING SEALANT, DOW CORNING 899, 983,995 OR EQUIVALENT 91 7/16" LAMINATED GLASS (3/16° ANN.,090 PVB, 3/16° 115) 7/16" LAMINA TED GASS (3/16° HS,.090 PVB,3/16° HS) 93 7/16" LAMINATED LASS (3/16" ANN.,075 VANCEVA, 3/16° HS) 94 7716" IAMINATED GLASS (3/16° 115.,.075 VANCEVA,3/16" HS 7/8" LAMI MI (3/16° T, 1/4" SPACE, 3/16° ANN.,090 PVB, 3/16" HS) 96 7/8" IAMI LO (3116° T, 114° SPACE 3/16" HS.,090 PVB, 3/16° HS) 97 7/8" 1.AMI IA (3/16" 7, 1/4" SPACE, 3/16" ANN,075 VANCEVA,3116° HS) 7/8" IAMI 1.G (3/16° 7,1/4" SPACE, 3/16" HS., 075 VANCEVA,3/16" HS) 105 8072 BACK BEAD 106 8026A SLBACKBEAD 107 8023A 7/86' BEAD 6823A 108 8024A 7/8° 10311EAD 68024A 109 1224 VINYL BULB WSTP(THICKC) 6TP247 76m1A- EA DAN 5°21405 A risesayr 92( Moodily: aft ,0.1n9za' c FJC tits RBhhs 0 ltemAker LT. AW 083015&4 11697ANDIAL IW72A7E7171741 ADOlf®81M E& E7A6®84. ore.iivos I 1070 TECHNOLOGY OWE KOKOMO, R 8487E PA. scut l61i5 NOKOMB, R.34274 Pc �T VLrJb(9' 13etxer PARTS UST ALUM. FRENCH DOOR & SIDE LJ ES, IMPACT 11.6.81„a t 8e8[ -arse F0760 ` NA 17 s 11 a.rsar 80024 1 are fro 6 Lucas A. Turner, P.E. PE 8081201 HetlAmdcal 1.000 LL1-. 3.638 —.I #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL O#8003A 6063 -T6 OUT -SWING SILL I- 3.990►{ 20 #8012 6063 -T6 STILE 1.938 O#8004C 6063 -T5 As OS SILL COVER .075-- 4.434 21 #8014 6063 -T5 TOP RAIL .100 22 #8013 6063-T6 BOTTOM RAIL 045J 10 .4? #8022 6063-T5 BACKBEAD BACKBEAD T 985 #8026A 6063 -T5 SL BACKBEAD 1.169 Road Os FA at =VD land BA FJC FJC Oft 1 Odic Oder r A L.T. 8.250 75D FI.818r- #8023A 6063 -T5 7/16" BEAD 4 0 ' 37 .957 I--- #8024A 6063 -T5 I.G. BEAD .438 2.622 61 #8028 6063 -T5 SL HEAD TRIM I..--- 2.313 —lit .125 1 1.467 II� 1+1.635 #8033B 6105 -T5 80 FD ASS'Y BEAM 4.027 �3.018— .050 O7 #8009 6063 -T5 INSTALL PLATE .075 t-*-- 2.544 3251 26 #8015 6063 -T6 ASTRAGAL 1170 62 #8029 6063-T5 SL JAMB TRIM }-1.812� Ilst�, tow #8039 6063 -T6 TRUSS CLAMP 3.636 —.1 70 #8010 6063 -T6 NARROW SL JAMB 1.000 #8008 6063 -T5 DRIP CAP 1+—t.840-1 .0.51(±) 23 #8017 6063 -T5 TOP SWEEP }`�__22� —►� r075 C. bl #8021B 6063 -T6 GEAR HINGE, JAMB 742 .072 7 #8020A 6063 -T6 GEAR HINGE, COVER .141 _J m)_ •301 '�F- -- 1.783 -►I-►I t 29 #8018 6063 -T5 HINGE, BACK -UP O #8007 6063 -T6 6 SCREW COVER I+/ :k41± ice-- 2.438 —� 30 #8019A 6063 -T6 GEAR HINGE, DOOR .075 AO CHAPBE71119 SHEET UPGAWEBELL99. 18/05 I 10707ECHNOLOOYDRIVE POICOMA Ft 34278 P.O. BQX 1822 RMAreS, FL 34274 visibly BHrar EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDELITES, IMPACT aiMbt Hole male FD7B0 I 1/2 8 11 Dobai.8000 -11 B .050 .797 (a T 2.240 O #8016 6063 -T5 BOTTOM SWEEP PRODUCT REVISED nseempbtag with the Merida Daiding Cade Date 2t ( 2./24/04 L Oes A. Turner, P.E. PE 458201 Mechanical — JAMB ANCHORS HT. QTY. _ 953/4" - (5) 91 3/4" - (5) 873/4' -(5) _ 83 3/4" - (5) 79 3/4* - (5) —7 1 —7- _� 18.500' MAX. o.c. 11" DETAIL A (CONCRETE) A (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 - JAMB — ANCHORS HT. QTY. — 95 3/4* - (8) 91 3/4' - (8) — 87 3/4' - (8) 833/4 " -(7) 79 3/4' - (7) 10.571" MAX. O.C. 11" A DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2 OR 3 -161- 16r- al ID 1 0 _ 3° MIN. ATYP. 12 °A 9" 6° _ 3" MIN. HEAD & SILL 11 ATYP. ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 953/4' -(5) 91 3/4" - (5) 87 3/4' - (5) 83 3/4' - (5) 79 3/4" - (5) 18.500" MAX. o.c. 11" A (2) EQ. SP. TYP. 0 1111 A DETAIL C (CONCRETE) SEE NOTE 5 (2 OR MORE PANELS) ) APPUCABLITY REGARDING ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS 1111)0 I II 1 -HEAD & SILL ANCHOR CLUSTER (TYPICAL) A (3) EQ. SP. TYP. IIII I Q IIII 1111 ler 0 11° _ 10.571" MAX. _ O {.C. A __1 JAMB ANCHORS HT. QTY. 95 3/4' - (8) 91 3/4" - (8) 873/4' -(8) 83314' -(7) 793/4 " -(7) 1111 0 I DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDMDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS. FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO TAPCON 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 13/4" EMBEDMENT. 13/4° MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8' MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) A HEAD AND SILL 8" MAX. FROM FRAME CORNERS. JAMBS 11° MAX. FROM FRAME CORNERS, 18.500' MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 8° MAX. FROM FRAME CORNERS, AND AT 3' AND 8" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11' MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) A HEAD AND SILL. 8' MAX. FROM FRAME CORNERS, AND AT 3', 8", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 314 °. JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571' MAX. O.C. PRBDUCP REVISED ma eumplyhts withtheFlorida Vahan Cede Date R.,>Qep was ReAsktes FX WWI A Rader otter Amass Fx 1W19A8 a Rood Op beta PAW= RO CHANGE TMBMEET REMOVE NOTEPERTA4VAtl TOANCIWRAGEOVINDEeFD COUNTY. REVISE ANCHORAGE PERFEC204 ROMENO7E8z sail am. ebe fete Gwadar FJC 12P304 L.T. oft 4/&V5 1O7O TECHNOLOGY DRIVE NOKOMIS. R. MTh P.0.Olp(1829 WACO= R 94274 Pc �T VL*IMy Better ANCHORAGE SPACING Tar ALUM. FRENCH DOOR & SIDE LITES, IMPACT lieleakelt FD750 1/4 9 s 11 8000 -11 B Lucas A. Turner. P.E. PE 158201 Mechanical s 3.4 KSI MIN. A CONCRETE • EMBED. SEE NOTE 1 } A 114 "—f MAX. SHIM L CO® NCRETE ANCHOR (NOTE 1) 1/4" MAX. GROUT, SEE NOTE 2x WOOD (NOTE 3) A 13/8*MIN. A A WOOD ANCHOR, NOTE 2 TYP. DOOR & SIDE LITE HEAD A 1318° MIN. 2x WOOD (NOTE 3) gm' WOOD® ANCHOR (NOTE 2) 1/4" MAX. SHIM t— A CONCRETE ANCHOR (NOTE 1) A EMBED. A NOTEISEE I j+— CONCRETE A ANCHOR (NOTE 1) 4IIIl lilllll ll ll llllIU'1111■1■ 3.4 KSI MIN., • ;. CONCRETE ,.•: OR1.5KSI • :+ MIN. CMU ' • EMBED. A SEE NOTE 1 • 3.4 KSI MIN. _:.: i• CONCRETE 1x WOOD • (NOTE 3) I 1/4° MAX. SHIM 1- 1/4" MAX. SHIM--.4 k- TYP. DOOR & SIDE LITE JAMB, & SIDE LITE SILL A CONCRETE ANCHOR (NOTE 1) 1/4" MAX. SEE NOTE 5 GROUT, --1 li EMBED. NOTE 1.• 3.4 KSI MIN. y ' • EMBED. SEE NOTE 1 CONCRETE 1/4" MAX. SHIM TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 114" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". MIN. EMBEDMENT: 1/4" TAPCON -1 3/8°, 1/4" SS4 CRETE -FLEX -1 3/4 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 8083-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR CONCRETE SHOWN ON SHEET 9 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. A 3.4 KSI MIN. A ' CONCRETE 114" MAX. A GROUT SEE NOTE 5 1 3/8° MIN. TYP. DOOR SILL 4 CONCRETE ANCHOR A (NOTE 1) INTERIOR (ALL JAMB SECTIONS) EXTERIOR 2x WOOD (NOTE 3) PH8DUCr tugvLsr.9 eeraplying Pia the Wan Cede P.IeVatzteNo FX colt 38448 P>eds6. A UPWITESHER T REFERS= NOT E4 AND ADD Q7 DIAGIVMB FX Dtl1 notices 8 Dw Redeem D �� aeseaetix LT. Dos 1070TECP82AO0YD88VE NOKOA84„ FL Man P.O. BQX 1628 1101C01•114 R.30274 PGT Visibly & r ANCHORAGE DETAILS 7! ALUM. FRENCH DOOR & SIDE LITES, IMPACT tlebstiallt 11750 Bale 1/4 Ctlat 10 or 11 0. Wgt, 8000 -11 B 2s14/7‘ Lucas A. Turret, P.E. PE 088201 Meanantani 1.938 1.938 1.487 I 4.434 55 #8014 6063 -T5 TOP RAIL, LAG BOLT DESIGN 8.250 ss #8013A 6063 -T6 BOTTOM RAIL, LAG BOLT DESIGN .125 (;;;\ 4 #8056 6063-T4 SUBSILL, OPTIONAL 1/4° MAX. GROUT, SEE NOTE 5, SHT. 10 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 OPTIONAL 3KSI MIN. CONCRETE — i► • • ; • 114" MAX. GROUT SEE NOTE 5, SHT. 10 WOOD ANCHOR, SEE NOTE 2, SHT. 10 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 1/4° MAX. GROUT, SEE NOTE 5, SHT. 10 • 'EMBED. SEE • 'NOTE 1, SHT. 10 OPTIONAL 1 3/B MIN. OPTIONAL • EMBED. SEE + NOTE 1, SHT. 10 3KSI MIN. CONCRETE —► WOOD ANCHOR, SEE NOTE 1, SHT. 10 1/4" MAX. GROUT SEE NOTE 5, SHT. 10 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL 1 3/8° MIN. 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL SIDE LITE SILL ANCHORAGE OPTIONAL DOOR SILL ANCHORAGE EXTERIOR INTERIOR E> (ALL SILL SECTIONS) Asst FX eme MOM Revitrar A UF1247E&@i7REF3 NOTE4ANDADD EXTERICRANIERIORDIAOMMS Raa18,r F. 1andOF FJC Reakor 9 Rw1Na: NEW MEALOS38BHL AND ALIERNATEMP frOTlOMRAE artrus ra aeusax LT. 4/8,05 1073 TECHNOLOGY DRIVE NOKOMA 8.31270 P.O. EOX 16 NOXOI14 F 3:474 Per" Vi�'b4y Better ANCHORAGE DETAILS n ALUM. FRENCH DOOR & SIDE LRES, IMPACT 87750 Sear 114 ems 11 a 11 aa•ylu 8000 -11 B 7—/214,6- Lucas A. Tumor. P.E. PE #88L01 MachardcW MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2 "x Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: 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" 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 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 # 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 ix 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- 0528.06" 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 (00configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 14714-2903, 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 34" 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# 04-0528.06" 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 CERTD'!CATIONS 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 (BBC). E -1 Jaime D. + n, P.E. Chief, Product Control Division NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 ANCHORS DETAIL "8" "C" OR "D" AT BOTH ENDS AND AT BOTTOM H MULLIONS ANCHORS DETAIL A ANCHORS DETAIL A v •• ` ` �. X11 M1 bit W1 I W2 "r W = W 1 +W2 H = H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR OLILRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL 8 ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS W H k —W 1 - W2 W W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 NOTES: 1. THE 33 1/3z 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: FTL -2902, 2903 AND 2975. ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS MULLIONS H 1 --W1 W W2 MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W14-W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W10NE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W PRielicritiCVAIN ...exavoir abaft* 11 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 1ECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NORMS, FL 34274 R F K. 1/9/06 11-REVISE ANCHORAGE Rend BY R,Hetons, F.K. 5/3/06 C -NO CHG THIS SHT Drove By: P.J.P. 4/28/00 iJeacriptton: 2" HEAVY WALL, ELEVATIONS 11th: ALUMINUM TUBE CLIPPED MULLION Series/Mnm.N Saab: Sheet: Droving No. MULLS NTS 1 5 6223 Raw C PGT 2x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 2x MULLIO FOR 2" MULL 1 $" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" PGT 2x MULLION -- MULL=1" 2 MIN. 2$(TYP OR 6" #12 FH SMS PGT 2x MULLIO STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 WOOD [BUCK2" 1---4" OR 6 "-1 WOOD BUCK BUCK REMOVED TO 1 M CONCRETE 7 1 • 2-h(TYP)1(TYP 14 MIN. _ _ " . 14 MIN. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WITI -I WOOD BUCK. DETAIL "B" NOTES: 1. FOR CONCREIu APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —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 —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —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 APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. #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 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C". #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 2x MULLION— WOOD ULLION 1/4" TAPCON, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F.K. 79/06 B—REVISE ANCHORAGE Revad %- 5 R.WMons F.K. 3/04 C —NO CHG THIS SHT Drawn Bi•. Date: P.J.P. 4/28/00 "'/574/`('' • Robert L Clark. P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: 2" HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Series/Nod. Scale: SMeb Drawing No. Rev: MULLS NTS 2 al 5 6223 C iMIN. (TYP) 2" MULL CLIP EXTRUSION DWG #513 2" MULL CLIP W/TABS REMOVED EXTRUSION DWG #513 4 MAX. } /2-rl —A' (3) ANCHOR LOCATIONS iM!N. FROM ENDS (TYP) g MIN. (TYP) 1-4/2--111 (3) ANCHOR LOCATIONS CLIP LENGTI1 CHART FOR 1 x MULL MULL SIZE A' 2x 4x 1/4 3 7/16 2 x 6 x 1/4 5 7/16 MIN. --►1 - 3 MIN. MIN. 3 MIN. (4) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) r 8 MIN. I (NP) (4) ANCHOR LOCATIONS NOTES: 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 APPLICATION. 2. RLPLRENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MIN. A' (6) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. (TYP) A' (6) ANCHOR LOCATION$ ®(W- 3/4)/3 MIN. 3 EQ. SP. 1 MAX. MIN. A (W-3/4)/3 3 EQ. SP. (8) ANCHOR LOCATIONS MIN. MIN. (8) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS oberl'L Clark, P.E. PE 439732 Structural T INDU ES RI 6y. s /D6 'iambic= 13-ADO 3-4 HOLE APP. Revd B,^. r3 /O6 Revlslwia C -ADO MISSING DIM. Drawn 9y: P.J.P. 428/00 Description: 2" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. 130X 1529 NOKOMIS FL 34274 TNe: ALUMINUM TUBE CLIPPED MULLION Sertea/Atodek MULLS NTS Sheet a Jr Droning No 6223 Raw C 4 1 4 11_ 2 2 i 4 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4 6 t 2 2x HEAVY WALL MULLS MAT'L: 6063 -T6 TO BE USED ONLY / C1/ abed L park, P.E. PE $39712 Structural WITH PGT INDUSTRIES PRODUCTS RAF I x8/06 8 —NOG. THIS SHT. Rewski. ex . 3/06 C N0 CHG THIS SHT Drawn DY: P.J.P. 4/28/00 Description: 2" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY ORNVE NOKOMIS, R. 34275 P.O. SOX 7529 NOKOMIS FL 34274 ALUMINUM TUBE CLIPPED MULLION Series /Model: Serge: Sheet Drawing No MULLS 1 X 4 or 5 6223 Rev: C CHART 2. - 2x6x.250 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 ANCHOR TYPE & QTY. (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (6) B (4) A (8) B (3) A (4) A (6) B (8) B (3) A (6) B (4) A (8) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 168 170 162 170 159 170 158 170 158 170 170 170 170 170 170 170 165 170 154 170 146 170 140 170 136 170 134 170 133 170 170 170 170 170 168 170 154 170 143 170 135 170 129 170 125 166 122 162 119 159 170 170 170 170 162 170 148 170 138 170 130 170 124 165 119 159 116 155 113 151 170 170 166 170 148 170 134 170 124 166 117 155 111 148 106 142 103 137 98 130 170 170 153 170 136 170 123 164 113 151 106 141 100 133 96 127 92 123 86 116 165 170 142 170 125 167 113 151 104 139 97 129 91 123 87 115 83 109 77 98 Vertical Mull Mull Length �Opening� Width Horizontal Mull Opening �Ith Mull -9 Length Multiple Mulled Units Mull Length Width 144 170 123 163 109 141 98 125 89 112 83 102 78 95 73 88 70 83 63 73 140 170 119 154 105 133 94 118 86 106 80 97 75 89 71 83 67 78 61 68 105 108 89 90 78 78 69 69 61 61 56 CHART 1. - 2x4x 250 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 ANCHOR TYPE & QTY. (3) A (6) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 (3) A (6) B 170 (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 166 162 160 159 159 170 170 170 170 170 154 149 146 145 145 170 170 166 152 142 135 129 125 123 122 170 170 177 163 151 107 98 45 170 167 153 41 9 154 149 136 141 136 124 131 127 114 124 119 107 119 114 102 115 110 98 112 107 94 109 104 90 125' 112 78 83 72 3 32 113 00 63 104 97 92 88 85 79 91 83 78 73 69 63 62 57 53 49 47 41 57 52 48 45 43 37 26 23 21 20 18 16 56 51 51 47 47 44 44 37 37 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 B. #12 SCREW iltencriREVIND assuspOlvalieseleddo TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rdbur+ L Clark. ?.E. PE #39712 Structural 1070 TECHNOLOGY DHNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F.Z 179/06 id-REVISE ANCHORAGE Roved By Drawn By: 2" HEAVY WALL, PRESSURE CHARTS 1 & 2 mw ALUMINUM TUBE CLIPPED MULLION Series/Model: reawing No. JOB NAME: RESIDENCE 1225 NE 96TH ST MIAMI SHORES , FL 4.4C. EL1-6/701 FL,ORIDA 1%.;o. 54844 FRONT NOTE: MEAN ROOF HEIGHT: 13`.6" ROOF TYPE : 4:12 GROUND FLOOR REVISION: 6 g g NO. CARLOS P.E. STRUCTUR;=',.L. !-7.;',P3qq.LER FLOFWJA F.E. No. 54?..;44 DATE: 10 / 24 / 08 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 261 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,BTC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR FRONT ELEVATION "Al" 74" X 50 -5/8" (XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "B" M.O. 147" X 63" (2) 37" X 63 "(X)(LATERALS) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08 -0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS (1) 73" X 63 "(CENTER) "SERIES PW -701" ALUMINUM FIXED WINDOW -LMI N.O.A. : 07- 0418.06 ZONE 4: +54.7 - 59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACHE PVB OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 2 -3/4" X 3/8" X 63" ALUMINUM TUBE MULLIONS BY PGT. N.O.A.: 06- 0125.07. STF-1.&fCITOAL FLORIDA P.E. No. 51844 REVISION: :! uG7"i61 DATE: 10/24/08 SCALE: 3/16" = 1' DWG. BY: MRZ. JOB 0: 261 2 of 5 J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES. AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMINO.ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR "C" 74" X 38 -3/8" (XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A.: 08 -0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "D " 37" X 38 -3/8" (X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "E" 19 -1/8" X 38 -3/8" (X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS RIGHT ELEVATION "F" M.O. 175" X 80" (4) 28-3/4" X 80 "(LATERALS) "SERIES PW -701" ALUMINUM FIXED WINDOW -LMI N.O.A. : 07- 0418.06 ZONE 5: +54.7 - 73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACI1E PVB OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS (1) 60" X 80"(NOMINALXCENTER) FD-750 OUTSWING FRENCH DOOR IMPACT N.O.A. 07- 0103.02 ZONE 5: +52.8 -69.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACI lE PVB OR SOLUTIA SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE : WINDOW/DOOR UNITS SHALL BE MULLED TOGETHER USING: 2" X 4" X 1 /4 "X 80" ALUMINUM TUBE MULLIONS BY POT. N.O.A.: 06- 0125.08. Ty. INC. j11FICATc i ..:71Sii - +.;FlAL 1 1 P.E. No. 54844 REVISION: g DATE: 10/24/08 SCALE: 3/16" =1' DWG. BY: M.RZ: JOB 0: 261 3 of 5 J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR EXISTING STEEL COLUMN(BY OTHERS) REAR ELEVATION "C" 74" X 38 -3/8" (XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW-IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOT PART OF THIS PERMIT V) "G" M.O. 204" X 80" (4) 33" X 80 "(LATERALS) "SERIES PW -701" ALUMINUM FIXED WINDOW -LMI N.O.A. : 07- 0418.06 ZONE 5: +54.7 - 73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACI1'E PVB OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS (1) 72" X 80 "(NOMINALXCENTER) FD -750 OUTSWING FRENCH DOOR IMPACT N.Q.A. 07- 0103.02 ZONE 5: +52.8 -69.5 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE : WINDOW/DOOR UNITS SHALL BE MULLED TOGETHER USING: 2" X 4" X 1/4 "X 80" ALUMINUM TUBE MULLIONS BY PGT. N.O.A.: 06- 0125.08. _.:... ANC. 9 e iii +;UUs ; b`i P.E. ilt3�lu=;VP.L. No 5A'3A4 l'- REVISION: DATE: 10/24/08 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 261 4 of NOTE 1: t1N 1V /�IULI;.ION ANCIIQRAQE Tq WTI F s *Ala O ACCEPTANCE -R NO' E 2 :ONLY THE OPENINGS THAT ARE IDENTIFIED PRESSURES, AND SIZE ARE PART OF THIS PE PERMIT. STRUCTURE SHALL'. BE IN snttcl ACCORDANCE TO PRODUCTS CQNTROLS. THIN PRODUCTS CONTROL N. O.A.'IESIGI+ . ALL OTHER OPENINGS S ARE NOT PART OF THIS NOTE 3 : TIE MAIN WIND FORGE RESISTING S'YS OF THE STRUCTtJI .E(IE :) S, f LU&F°NS„FRAM1NG ETC.) SHALL BE DESIGNED ' TO WITHSTAND" Lo %DS POSED BY THE gLAZp . NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS iVINDOWS SHALL HAVE `A SILL HEIGHT NOT TO EcCEED X441' ABOVE THE FINISHED FLOOR LEFT ELEVATION "E" 19-1/8" X 38 -3/8" (X) SERIES C- 740 ALUMINUM CASEMENT OW -I ACT N.O.A. : 08- 0117.11 ZONE 4: +543 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I/8" ANN .LASS .090 SoLUTIA OR DUPONTP*B INNERLAYER INTERIOR LTIE: 1/8" H.S. GLASS "A" 14" X 50.5/8" ,( SERIES C- 740 ALUMINUM CASEMENT SOW- IMPACT : 08- 0117.11 ZONE 4: +34.7 -59.3 GLAZING: 5/16" LAMINATED M'ACTFRESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 ,SOLUTIA OR DUPONT' Pfi I AYER INTERIOR: LTEf 1/8" H.S. GLASS "C" 74" k 38 -3/8" (:) SERIES C- 740 UMINUM CASEMENT WINDOW-IMPACT N.O.A. : 08. 0117.11 BONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I /8t' aS.GLASS .090 SOLUTIA OR DUPONT PVEI I NERLAYER INTERIOR LITE: 1 /8' H.S. GLASS 5..1/8" X 38 -3/8" MO SERW S d -140 ALUMINUM CASEMENT WINDOW- INTACT N. �.A :08101.1711 ZONE +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LT.IE: 1 /8" ANN.GLASS .090 SOLUTIA OR DUPONT Pfd INN ERLAY'ER INFERIOR LITE: 1/8'1 H.S. GLASS "D" 57" * 38 -3/8' (X) SERIES C- 740 ALUMIN1fJM CASEMENT WINDOW - IMPACT $.O,A.: 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING! 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" AMQGLASS .090 SOLUTIA OR IiUPONT PVI3 INN RLAYER INTERIOR LITE 1/8" H.S. GLASS FILL i ',';,L ENGINEER FLORICIA 0644 REVISION: PATE: 16/24/O8 SCALE: 3/16" . 1, DWG. BY: M.R.Z. JOB 261 5 of 5