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WS-09-841Protect Address 54 97 Street Miami Shores, FL Owner Information SEW" VSERMINDIMINIMMUNIII::::WWWWW:::.:=61.:MMIRW Valuation: Total Sq Feet: $ 11,000.00 GORDON CONE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) SOUTH FLORIDA IMPACT WINDOWS ■ Phone Cell Phone (305)668 -8805 Parcel Number 1132060130770 Block: Lot: 74 97 Street MIAMI SHORES FL 33138 -2331 Phone Type of Work: WINDOWS No of Openings: 14 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $8.60 $2.20 $240.00 $9.00 $50.00 ($50.00) $6.00 $263.80 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Invoice It WS -5-09 -34861 WS•5 -09 -34861 Check #: 12195 Total Amt Paid Amt Due $ 263.80 $ 213.80 $ 263.80 $ 263.80 $ 0.00 Date Expiration: 12/28/2009 Applicant GORDON CONE CeII For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. July 02, 2009 July 02, 2009 1 NOTICE OF CO.LMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information iS provided in this Notice of Commencement. 1. Legal descrip ion 9f promrty and _street /addrress: f improveme 3. Owner(s) name and address: Interest in property: 61,0 /1 Q X. Name and address of fee simple titleholder: 4. Contractor's nam , address and phone number: Signature(s) of Ow or Owner s Prepared By Print Name e l Title /Office X H.: CAA t f STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument ac lodged before me this By TAX FOLIO NO. 111111111111 11111 111111111111111 11111 1111 1111 Space above reserved for use of recording office CFN 2009R0375840 OR 8k 26876 Ps 31824 (1pg } RECORDED 03/22/2009 14217:11 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE 4 AI 21rdaragni 0- '' h , ; / J. �T7 ° 7c3 C9(, 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. A •rized Officer /Director /Partner/Manager Prepared By Print Name Title /Office I6 ❑ Individually, or ❑ as for ❑ Personally known, or ❑ produced the following type of identificatio Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief Signature(s) o Owner(s) or ner(s)'s Authorized Officer /Director /Partner /Manager who signed above: Byik;GV / By STATE OF FLORIDA, COUNTY OF DADE i HEREBY CERTIFY that this is $rt }gopy of the uriginal fiied in ffi on Q/ d, WIT my d � n f� HAR RUV IN hea , C - ( a k; ttti�pnn rya,, ty Courts 8 Y / D.C. • INZEMZMEI [� JUN 2 6 2009 !) BY: Permit No: 09 ell Job Name: 0 , 2009 1/4,6 /D,Q1e)g �aar� Plan review is review. If any shee include o set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Building Critique 44664., 4 Miami Shores Village Building Department / edp.e 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 !y A/ J i2 «gm new • /40fr tice , 414.1 Aar Cep t��1L� iI ‘140,14//011N r a sz mato o n yrs ®I� On Libor 5Ys rr h L P " of complete, when all items above are corrected, we will do a complete plan'°' are voided, remove them from the plans and replace with new revised sheets and yl naC. 104 • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is ber>:igss The document oru by the Board Olikul, e the Authority t#14 This NOA shil note Division have this the accept revoke, mod , or lud Wider the applicable rules and regulations governing the use of construction materials. nrtte 1 a 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.miamidade.t ov/buildl gcode eri reviewed by Miami -Dade County Product Control Division and accepted ORA) to be used m Miami Dade County and other areas where allowed by the expiration date stated below. The Miami -Dade County Product Control or the AHJ (in areas other than Miami Dade County) reserve the right to r quality assurance purposes. If this product or material fails to perform in uf ct will incur the expense of such testing and the AHJ may immediately the usuof 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, cluding High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI PPROVAL DOCUMENT: Drawing No. 4tled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice ber ion date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75" and /or=-Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. 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. ' TERITION of this NOA will occur after the expiration date or if there has been a revision or change in the • • matetidals' u$e, anci(or glanufacture of the product or process. Misuse of this NOA as an endorsement of any • • produ®ti far sales,'aiNer1 sing or any other purposes shall automatically terminate this NOA. Failure to comply • with anyeection of this VOA shall be mute for termination and removal of NOA. • • ADVE TISEMENF4he NOA number preceded by the words Miami -Dade County, Florida, and followed by • the cra�ivn date'r$4 Ue displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety • • INSMON: A.cope of this entire NOA shall be provided to the user by the manufacturer or its distributors • • and sh811 be availabha•far inspection at the job site at the request of the Building Official. • ThisNJA reneWs4 # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval • • docume$[ fnenticlreslelbpve. The •s Vi4ted doctmerftation was reviewed by Ishaq I. Chanda, P.E. MIAM4DADE COUNTY APPROVED OA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page F• • OTI R • • • • • • • • • • PGT Industries • • .• • •• • • • ••• • • • • • •• •• • • •••• • • •••• • • • • • • • • • • •• • • • • •• •• • • • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 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 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME - 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer ", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports • •••••• 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. •••• • . E -1 ks c 1 . LLAkuL Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA , POS.PRESSURE a P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. A CASEMENT IMP. 19.125 50.625 6.72 54.73 -59.37 INT (4) 08-0117.11 A' CASEMENT IMP. 19.125 50.625 6.72 54.73 -73.29 END (5) 08- 0117.11 B CASEMENT IMP. 37.000 50.625 6.50 54.73 -59.37 INT (4) 08-0117.11 B' CASEMENT IMP. --�,.. 37.000500.,625 13.01 53.80 �^ ` ^141 ^ END �^ 08-0117.11 C CASEMENT IMP. ■ W.125 38.375 5.10 1 54.73 -59.37 INT (4 08-0117.11 D SINGLE -HUNG IMP. 37.000 38.375 4.93 54.73 -59.37 INT (4) 07- 0322.06 E CASEMENT IMP. 53.125 50.625 9.34 54.73 -59.37 INT S4) 08- 0117.11 F FIXED IMP. _ 12.000 35.250 2.94 �� 54.73 -59.37 D INT (4� 08.1112.10 JUN z s 2009 ! N BY: CASEMENT IMP. 37 X 50.625 13.01 SQ.FT. +53.80 -71.41 No:08- 0117.11 CASEMENT IMP. 19.125 X 50.625 6.72 SQ.FT. +54.73 -59.37 No:08-0117.11 (A) CASEMENT IMP.(A ) 19.125 X 50.625 6.72 SQ.FT. +54.73 -59.37 No:08-0117.11 CASEMENT IMP.(A') 19.125 X 50.625 6.72 SQ.FT. +54.73 -73.29 No:08- 0117.11 CASEMENT IMP. 19.125 X 50.625 6.72 SQ.FT. +54.73 -73.29 No:08- 0117.11 FIXED IMP. 12X35.25 2.94 SQ.FT. +54.73 -59.37 No:08- 1112.10 CASEMENT IMP. 19.125 X 38.375 5.10 SQ.FT. +54.73 -59.37 No:08-0117.11 FIXED IMP. 12 X 35.25 2.94 SQ.FT. +54.73 -59.37 No:08- 1112.10 FLOOR PLAN E . CASEMENT IMP. 53.125 X 50.625 9.34 SQ.FT. +54.73 -59.37 No:08-0117.11 MULLION 1 X 4 x 38.375 No: 06- 0125.06 B , CASEMENT IMP. 37 X 50.625 6.50 SQ.FT. +54.73 -59.37 No:08-0117.11 CASEMENT IMP. 19.125 X 50.625 6.72 SQ.FT. +54.73 -59.37 No:08-0117.11 LIVING ROOM B; CASEMENT IMP. 37 X 50.625 6.50 SQ.FT. +54.73 -59.37 No:08-0117.11 EXISTING II 1 EXISTING ENTRY DOOR FAMILY ROOM 1 EXISTING SUBJECT TO COMP[CE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS A CASEMENT IMP. 19.125 X 50.625 6.72 SQ.FT. +54.73 -59.37 No:08-0117.11 A: CASEMENT IMP. 19.125 X 50.625 6.72 SQ.FT. +54.73 -59.37 No:08-0117.11 EXISTING KITCHEN GARAGE EXISTING EXISTING GARAGE DOOR D )SINGLE -HUNG IMP. 37 X 38.375 4.93 SQ.FT. +54.73 -59.37 No:07 -0322.06 (B' 1 CASEMENT IMP. 37 X 50.25 13.01 SQ.FT. +53.80 -71.41 No:08-0117.11 GENERAL NOTES .-ONE STORY STRUCTURE (15 FEET MEAN ROOFHEIGHT I. - .-EXPOSURE C. 9-146 M.P.H. WIND VELOCITY. .-K.D = 1.0 .-FBC 2007. 9-ASCE 7 -05 WIND CODE. .-BASED ON TRIBUTARY AREA AS SHOWN. *-CONTRACTOR TO VERIFY DIMENSIONS. .-FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20' THE MIN. CLEAR HEIGHT REQUIRED LS: 24 AND A MIN. CLEAR OPENING OF 5.0 SQ.F1. .-PRODUCTS NOT SHOWN TO REMAIN AS EXISTING SCOPE OF WORK .- ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 08- 0117.11 *- ALUMINUM FIXED WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 08- 1112.10 I 1S G N .-A M M SNG E- BY PGT INDUSTRIES. ACCEPTANCE #: 07 -0322.06 .-ALUMINUM TUBE MULLION - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 06-0125.06 WINDLOAD PRESSURE TABLE FOR WINDOWS MPA T E ISTANT. DRAWN ON REVISED ON 05/12/09 06/17/09 0 inZ 0 Q SCALE 1/8=1' CONTENT: WINDOWS REPLACEMENT SHEET oo co) c 9-) c6) 0 9.1 LL N H w N Q' c 0 Z< LL() < 0 0 0 w • • • •• • • • • • • •• • • • • •• • • • • •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • ••.••• •••• • • •••• • • •• • • • • • 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) LITES 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 3/16" 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) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" 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 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, IB\ 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- 200054LUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Raved By Date: Rend By: Date: F.K. 4/4/07 Rend By. Dale: F.K. 12115103 D,avm B) Date: F.K. 7114/03 Revision: Revisions: B Revlslo A Checked By: CHG. NOTE2 TO REF. ASTM E 1300-02 AND REVISEANCHOR4GE NOTE 3. ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. REDUCE ANCHOR SPACING Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: NOTES & TABLE OF CONTENTS ss resnuodok PIN -701 NTS Sheet 1 ° 12 Dewing NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10 -12 4259 -4 PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance N o4li !I 1 Z • l O Expiration Date PRODUCT REVISED ascompIying with the Florida Raiding Code Acceptance No D •ter = • Date clli fl a9 1/ ..�.. 40, . ..- Product Control' Robert L. Clark, P.E. PE #39712 Structural • • • • • • • • •. • • • • • .... • • • • • • • • • • . • • .• • • • • • •• • • • .•• • •••• • . • .... • • • • ••.• • •. • • • • ••• • .. • . . • •... • • • • •••• 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Revad By Date: Roved Br: bate: F.IC 4/4/07 Revad By Dale: FJC 12/15/03 Drawn By Dare: F.K 7/14/03 Revisions: B Revistionx A catty. 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT —�— STRENGTHENED GLASS NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 11/16" NOM GLASS BITE I 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 OUTSIDE OR Visibly Better GLAZING DETAILS smrsJMedek PW -701 :ire: FULL 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 1 1/16" LAMI l.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUM PICTURE WINDOW, IMPACT Sheet 2 ' 12 Drawing 4259 -4 PRODUCT RENEWED as+ ompiyiag wkh the Florida Balding Code Acceptance N ,4t .t1/� -! Q a� Rate 2-111/40 PRODUCT REVISED es complying with the Florida Bnidbsg Cade Acceptance No ' —041 % OL Expiration Date ` — • o4 Probed Control 7, / if d7 Robert L Clark, P.E. PE #39712 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" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT EYEBROW 48" M ORM• A= 31.99 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 92 1/4" MAX. DLO OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 441 " M D O QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. as complying J n 8 RENEWED the Florithr as corup Accepts Ne 1 ii Acceptance Na Expiratloa � 1�,;ZQ► •7C By Uhdaion PRODUCT REVISED as complying with the Florida Budding Code Acceptance No Expiation Date '1 —k d BY 06 Raved By. Roved By: F.K Rend By. F.K Date: Dote 4/4/07 Date: 12/15/03 Revisions: Revision B Revisions: A Drawn By Date: Checked BY Date: F.K 7/14/03 UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better FLANGED ELEVATIONS Mir ALUMINUM PICTURE WINDOW, IMPACT Swtes/mod* PW -701 8oeler Sheet Drawing No NTS 3 al 12 4259 -4 Robert L Clark, P.E. PE #39712 Structural • • • • .••• • • .. • • • • • • • • • • •• • • •• • • • .• • • • • • • •• • • • • • • • • .• •• •• • • .••• • • •••• • •. • • • • • • ••• • •. • • • • •• •• • • • • • . Date: Revisions: ADD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE INTEGRAL FIN ELEVATIONS rota: ALUMINUM PICTURE WINDOW, IMPACT JIl • / 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. Rend By. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. • Date Revision: 4/4/07 8 By Revision: F.K 12/15/03 A Drawn By. Date: Checked sr F.K 7/14/03 NO CHANGE THIS SHEET Date: EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. 96" MAX. A 7 50 1 /4" FRAME O.D. 48" MAX. L NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 93 1/4" MAX DL r RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. Serkenwaee PW -701 45 1/4" MAX. DLO Seale: NTS QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Sheet 4 a' 12 4259 -4 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No O �/ 2 . / % Expird ton Date 2 CJ By Division PRODUCI' l ,v►;,i:i? as complying with the Florian Balding Code Acceptance No 0 Rate MAW Control Robert L Clark, P.E. PE #39712 Structural a6 .... • • • . . • •••• • • • • • .. • • • ... • • • .. .. • ... .... .. • .. .. • • • • • • . • • .... • • • • .. • • • • • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .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 I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW 54.500 I A,B,C,D -80.0 AREA 10.79 SQ.FT. 60.000 ` A,B,C,D +80.0 I -80.0 AREA 11.88 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 AREA 12.96 SQ.FT. 71.000 ( A,B,C,D +80.0 1 -80.0 +80.0 AREA 14.05 SQ.FT. 76.500 +80.0 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -80.0 +80.0 -74.5 +73.1 -80.0 +80.0 -73.1 +71.8 -80.0 +80.0 82.000 87.500 96.000 Revsd Bye Date: Raysdfy. Dare: F.K . 4/4/07 Waled By: Date: Fl( 12/15/03 Drama By: Dare: F.K. 7/14/03 GLASS TYPE A B,C,D AREA AREA AREA AREA AREA Rte: B RaWstanca A Checked By: Date: AREA 9.70 SQ. FT. 11.57 SQ.FT. +80.0 +80.0 -80.0 -80.0 15.14 SQ.FT. 16.23 SQ.FT. 17.32 SQ.FT. 18.41 SQ.FT. 19.00 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. 16.76 SQ.FT. +80.0 +80.0 18.06 SQ.FT. 19.36 SQ.FT. 20.66 SQ.FT. 21.96 SQ.FT. 22.67 SQ.FT. UPDATE DESIGN PRESSURES PER ASTM E 1300 -02 AND NOTES. CLEAN UP TABLE 1 DESCRIP7TON AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH *12 SCREWS -80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 WINDOW "Y" DIMENSION 39.500 45.000 -80.0 +80.0 -80.0 13.44 SQ.FT. 15.31 SQ.FT. +80.0 -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 J -80.0 17.97 SQ.FT. -80.0 +80.0 I -80.0 +80.0 20.98 SQ.FT. 22.49 SQ.FT. 24.00 SQ.FT. 25.51 SQ.FT. 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 -80.0 +79.3 -80.0 +80.0 +80.0 T 17.03 SQ.FT. +80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. -80.0 +80.0 23.91 SQ.FT. 25.63 SQ. FT. 27.34 SQ.FT. 29.06 SQ.FT. 30.00 SQ.FT. Visibly Better +80.0 46.500 15.82 SQ.FT. +80.0 17.60 SQ.FT. -80.0 19.38 SQ.FT. +80.0 21.15 SQ.FT. -80.0 +80.0 I -80.0 -79.3 +78.0 -80.0 +80.0 nee: setea/Mcdet PW -701 22.93 SQ. FT. 24.70 SQ.FT. 26.48 SQ.FT. 28.26 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. scare: NTS -80.0 +80.0 48.000 FTL -3835 Fit-3835 FTL -3850 FTL -3850 -80.0 16.33 SQ.FT. -80.0 +80.0 -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. -80.0 21.83 SQ.FT. -80.0 +80.0 +80.0 -80.0 23.67 SQ.FT. -78.0 +76.8 -76.8 -80.0 +80.0 -80.0 25.50 SQ.FT. -71.8 -80.0 27.33 SQ.FT. -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. A +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +78.0 - 80.0 +80.0 -80.0 +80.0 -78.0 +70.0 -80.0 +79.1 -80.0 +80.0 -70.0 +68.4 -79.1 +77.3 -80.0 +80.0 -68.4 +67.0 -77.3 +75.8 -80.0 +80.0 A +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 - 80.0 +80.0 -80.0 +80.0 -74.0 +65.5 -80.0 +74.0 -80.0 +80.0 -65.5 +63.9 -74.0 +72.2 -80.0 +80.0 -63.9 +62.4 -72.2 +70.5 -80.0 +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.9 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -80.0 +80.0 -71.2 +69.5 -80.0 +80.0 -69.5 +67.8 -80.0 +80.0 -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT sheet 5 or 12 awing t 4259 -4 PRODUCT complying as rnmgy� g ith the Florida Bidding Code Acceptance No .- Expiration Date Division PRODUCT REVISED as emptying with the Florida B_ Code Acceptance No Date .0 C, D9 rtP Product Control Robert L Clark, P.E. PE #39712 Structural 14 •••• • • • •• • • • •••• • • •• ••. • • • • •• • • • • •• •• • • •• • • • • •• • • • • ▪ • • •• ▪ • ••• • • • • •• • • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3 /16HS) B. 7/16" LAMINATED GLASS (3 /16 "HS, .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 I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "X' DIM. 49.000 54.500 60.000 65.500 A, B, C, D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 A, B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 AREA 12.96 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 AREA 14.05 SQ.FT. 76.500 82.000 87.500 96.000 Raved By: Data Rend By: Data: FR. 4/4/07 Roved By: Date: F.K 12/15/03 Drawn By. Data F.K 7/14/03 GLASS TYPE A,B,C,D +80.0 I -80.0 +80.0 I -80.0 9.70 SQ.FT. AREA AREA AREA AREA AREA AREA AREA AREA Revisions: Revisions: B Revisions: A Masked By Date: 28.500 10.79 SQ. FT. 11.88 SQ.FT. 15.14 SQ.FT. 16.23 SQ.FT. 17.32 SQ.FT. 34.000 11.57 SQ.FT. 12.87 SQ.FT. 14.17 SQ.FT. 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. 18.06 SQ.FT. 19.36 SQ.FT. 20.66 SQ.FT. UPDATE DESIGN PRESSURES PER ASTM E 1300-02 AND NOTES. CLEAN UP TABLE2 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH #12 SCREWS WINDOW "Y" DIMENSION 39.500 +80.0 I -80.0 +80.0 I -80.0 13.44 SQ.FT. 14.95 SQ.FT. 16.46 SQ.FT. 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -80.0 +80.0 -79.3 +78.0 -80.0 +80.0 -78.0 +76.8 -80.0 +80.0 20.98 SQ.FT. +80.0 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 - 80.0 +80.0 -74.5 +73.1 -80.0 +80.0 -73.1 +71.8 -80.0 +80.0 22.49 SQ.FT. A +80.0 1 -80.0 +80.0 C +80.0 1 -80.0 +80.0 B,D +80.0 1 -80.0 +80.0 -80.0 +78.0 -80.0 +80.0 -80.0 +80.0 - 78.0 +70.0 -80.0 +79.1 -80.0 +80.0 -70.0 +68.4 -79.1 +77.3 -80.0 +80.0 -68.4 +67.0 -77.3 +75.8 -80.0 +80.0 24.00 SQ.FT. C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -80.0 +80.0 -65.5 +63.9 -74.0 +72.2 -80.0 +80.0 -63.9 +62.4 -72.2 +70.5 -80.0 +80.0 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. A +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.9 -80.0 +80.0 -80.0 +80.0 -71.9 +63.0 -80.0 +71.2 -80.0 +80.0 -63.0 +61.5 -71.2 +69.5 -80.0 +80.0 -61.5 +60.0 -69.5 +67.8 -80.0 +80.0 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. NOTES: 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 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT 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. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 45.000 15.31 SQ.FT. 17.03 SQ.FT. 18.75 SQ.FT. 20.47 SQ. FT. +80.0 I -80.0 22.19 SQ.FT. 23.91 SQ.FT. 25.63 SQ.FT. 27.34 SQ.FT. 29.06 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. PcT Visibly Better rme: Serleatxodek PW -701 46.500 +80.0 -80.0 +80.0 15.82 SQ.FT. 17.60 SQ.FT. 19.38 SQ.FT. 21.15 SQ. FT. +80.0 22.93 SQ.FT. -80.0 +80.0 24.70 SQ.FT. 26.48 SQ.FT. 28.26 SQ.FT. 30.03 SQ.FT. Seale: NTS Sheet 6 of 12 48.000 FTL -3835 FTL -3835 FTL -3850 FTL -3850 - 80.0 16.33 SQ.FT. -80.0 18.17 SQ.FT. - 80.0 20.00 SQ.FT. -80.0 21.83 SQ.FT. -80.0 23.67 SQ.FT. - 76.8 -80.0 25.50 SQ. FT. -71.8 -80.0 27.33 SQ.FT. -67.0 -75.8 - 80.0 29.17 SQ.FT. -62.4 - 70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Droste No. 4259 -4 By PRODUCT RENEWED as complying with the Florida Ridding Code Acceptance No i J I /Z • 10 Expiradon Date 'L q I A 2n By '�4 J l. l� Miami gttdi Division PRODUCT REVISED its complying with the Melds guiding Code Acceptance No EXpiratiom Date I. At Robert L. Clark, P.E. PE #39712 Structural .0b •• • • • •• • .••• • • .••• • • • • • •.. • • • • • • • • • .•• .... • • •••• • •• • • • • • . • •. • • • • ..• • • • • . •.. 2.784" SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O o l ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 MAX. DAYLIGHT OPENING •a 2.784" INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT REVISED as complying with the North Raiding Cod. Acceptance No ration Date PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No Og- 111 2. /0 Expiration Date 2. / f 1 By l Stt Mimi Dade ritedhtmolstfra!`` Division Roved By. Raved By: F.K Raved By. FJC Date: Date: 4/4/07 Dale: 12/15/03 Revlsto= Revisions: 8 Ravislana: A Drawn By. Date: Checked By.' Date: F.K 7/14/03 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Desedgair SECTIONS & CORNER ASS'Y, FLANGED See: ALUMINUM PICTURE WINDOW, IMPACT s PW -701 See: Sheet Drawtse No- HALF 7 a 12 4259 -4 Robert L Clark, P.E. PE #39712 Structural ... • • • .. • • • .... • • .. .. • .. • • • • • • • . . • . .. .... • • .••. ••• . • • • • • . . • . ... • • .... • • .. • • .. .. • 1 2.784" 13 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) iII l o I ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784" PdTh VERTICAL SECTION (INTEGRAL FIN FRAME) INSIDE PRODUCT RENEWED as complying with the Florida tinkling Code Acceptance No O (([? Q Expiration Date zit IQ 7414 Mi aro Dade Fpd d oe hM �— Mi Dae Control Division PRODUCT REVISED as complying with the Plerlds Raiding Code Acceptance No O7- 1$18.04 Dale z E . / t^9 Rend Br Raved By: F.IC Roved By: F.IC Dam: Dam: 4/4/07 Dam: 12/15/03 Revisions: Revislonts B Revisions: A Drawner Date: Checked By: Dam: F.K 7/14/03 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Visibly Better SECTIONS, INTEGRAL FIN Mkt ALUMINUM PICTURE WINDOW, IMPACT Sedeel1lodet PW -701 Scale: sheet Drawing No. HALF 8 a 12 4259 -4 Rev B 07 Robd"rt L. Clark, P.E. PE #39712 Structural •••• • • • •• • • ••• • • •• • • • • • • • ••• • • • • • •• • • • ••• •• •• • • • •• • • •• • • • • • • • • • • •• •• • • •••• • • • • •• • • •• • • • ITEM 1 2 7 8 10 11 12 13 14 15 17 18 21 22 .050" DWG NO. 4256A 4253 1155 4255 4254 1224 4224 PART # 64256 64253 781 PQX 64255 64254 6TP247 r _ .970" 0 MATL: 6063 -T5 DWG NO. 4255 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 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 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 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 .975" ITEM 10, ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 1.875" r-- .062" 2.784" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MAT'L: 6063 -T5 DWG NO. 4253 1 Gis;E w R as compiling + with etee r Su Wing Cale Acceptance Nom I(1 Expiration Date 7' ��j' 7p(CI, BA a . 1 ° .4- • Nliainillaabe a PRODUCT REVISED as complying with the Florida Waling Code Aceeprance No Data Roved By. Revsd By: F.K Revsd gy. FIG Date: Date: 4/4/07 Date: 12/15/03 Revisions: Revisions: B Revisions: A DIEM By Date: Cheated BY Date: F.K 7/14/03 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 visibly Better EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT S PW -701 Seale: Shoat HALF 9 a 12 Drawing No. 4259 -4 o� bertL Clark, P.E. PE #39712 Structural •••• • • • •• • •••• • • •••• • •• • • • • • • • - • • •- • ••• • • •••• • !- • • • • • • • • • •• •• • • • • • • • • • •• • WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A e .a • SEE NOTE 1 FOR IV ♦ • CONCRETE AN (SEE NOTE 1) / 1/4" MAX. f SHIM A-3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY EMBEDMENT A f NOTES: A .131 "DIA.MN. x21/2" NA L, AT CORNERS AND5 "O.C. \\s \� 1/4" MAX. I SHIM T OR 1 3/8" MIN. /EMBEDMENT WOOD ANCHOR (SEE NOTE 2) INTEGRAL FIN DETAIL B 1/4" MAX. SHIM T 2x WOOD BUCK NOTE 3) LANGED DETAIL E 1 3/ L EMBE ONCRETE ANCHOR (S ` NOTE 1) 1/4' AX. 1 SHIM 1 1x WOOF BUCK (SEE N E 3) L 3.5 KSI MIN. ' ONCRETE OR 1.5 KSI MIN. CMU LANGED DETAIL C 1. FOR CONCRETE APPL == ` , USE ONLY MIAMI -DADE COUNTY APPROVED " 0 TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. '5 11 \ts1E 2. FOR WOOD APPLICATIONS - , 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. WOOD ANCHOR SEE NOTE 2) A 4" MAX. IM D BUCK OTE 3) PRODk1C t as complying with the MloFidas Budding Cade Acceptance No 6g-it (2. Expiration Date 2—‘11‘14 I Li By Miami Dade DhWon PRODUCT REVISED likiiiing Code Acceptance No Daft • • Product OD9 Rend By. Rend lir F.IG Raved By: F.IG Dtatm By. F.IC Dates vox 4/4/07 Date: 12/15/03 Dates 7/14/03 Revlstoma Ravfslans: B Reerlorer A Checked By REVISE AND UPDATE ANCHORAGE PER CURRENT FBC CHANGE NOTE 1 AND FASTENER SPACING Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PT Visibly Better Descriptiox ANCHORAGE - HEAD, SILL AND JAMBS nne: ALUMINUM PICTURE WINDOW, IMPACT Bever PW -701 Soak: NTS steer 10 of 12 Drawing No. 4259 -4 � J Ro L Clark, P.E. PE #39712 Structural TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE ' ANCHORI TYPE WINDOW "Y" DIMENSION 45.0" 46.5" 48.0" 1. 2. 4. 1. 2. 4. 1. 2. 4. Y X Y X Y X Y X Y X Y X Y X Y X Y -8/2 Z 4 J " 123/8 01 8/6 31. 3/1 31 8/£ 31. 1711. 9 8/£ 311 8/£ 31 64 1 12 3/8 1 I. 12 3/8 I 11 18 /£ Z 6 1 91/2 6 I 3 4 9 3/16 1 12 3/8 1 1 9112 6 12 3/8 1 I 61 1 8/£ 31 I 14 1 8/£ 31. I 11 12 3/8 1 I Z/1. 11 12 3/8 1 13/111 12 3/8 1 I Z/1. 11 19/£31 1 Zl 18/£ 31. I ZL 12 3/8 1 1 Z1. 9/9 01. Z/6 L I I 10 5/8 OL I 10 5/8 12 1/2 110 5/8 P11. 9 8/9 01 8/5 01 1 11 1 5/ 1 14 1 8/9 01 I 61. 18/9 01. 191/26 10 5/8 I 191/26 1 8/9 01 1 91/2 6 105/81 I 1.1 10 5/8 I 11 10 5/8 I 1.1. 105/81 13/1 11 18/5 01. 1 3/1 6 4 10 5/8 1 3/1. 11 18/9 01. I 31. 1 9/9 01 I Z6 10 5/8 1 I Z6 31 I Z/4 L I 31. 01 Z1 3/1 31 31. WI. 8 Z1 31. I 11 I Z4 I 16 I Z4 I 16 I ZL 194/£6 1 31 1 91/2 6 I 31 1 91/2 6 1 8/9 6 I 16 I Zl I 1.1. 1 8/9 6 I 11 I 8/9 6 I Z/l 61.1 1 Z1 13/1 111 I 9/9 6 I Z/1. 11 1 8/9 6 I 31 I Z4 I ZL 113/9 6 I 34 110 3/4 Z/6 L I 10 3/4 01. 1 10 3/4 12 1/2 10 3/4 1W /1 8 10 3/4 10 3/4 1 1 11. 10 3/4] 1.1. 10 3/4 1.1. 10 3/4 1 91/£6 10 3/4 1 91/26 4/2 01. 191/£6 8 15/16 1 14 ,103/4 11 10 3/4 I 11 91/91 8 6/1. 11 10 3/4 1 3/1 11 1 b/2 01. 3/1 11 8 15/16 1 1 Z1 10 3/4 1 Z4 10 3/4 1 31 91/91 111 3/1 L I 91/£1 111 04 I 96/£6 11 12 1/2 91/61 11 1711. 8 91/66 1.1 91/£1.1.1 1 14 191/£1 11 I 66 191/21 1.1 I 11 I 8/L 6 1 91/2 6 191/21 11 1 91/2 6 1 8/L 6 1 91/6 6 1 8/L 6 I 1.1. 1911£1 11 1 61. 1 9/L 6 I 1. 1 8/L 6 I Z/1 11 96/£4 11 IZ/611. 8/L 6 j I Z/6 16 87/161 I Z6 191/26 1.1 I z1. I 9/L 6 I Z1 1 10 3/4 3/1 ti/2 01 01 P12 01 12 1/2 10 3/4 P/1 9 10 3/4 103/41 1.1 10 3/4 1 11 10 3/4 1 14 P11 6 914E 6 1P1201 91/£6 I v /£01. 93/161 P/1 6 I 61. 17/£ 01. 61 P/1. 6 1 1.1 17/1 6 3/1. 1.1 10 3/4 1 3/1 11 tin 6 Z/1 11 W/6 6 I Z6 10 3/4 1 31. P16 6 Zl 91/11 11 3/1 L I 91/11 111 01. 91/41 1.1 12 1/2 91/11 11. WI. 8 91/41 11 91/11 11 I 66 91/14 11 11. 191/14 11 I 11 I 01 1 91/2 6 191/41 11. 9 3/16 1 I 01 9 3/16 1 1 b/£ 9 I 11 191/61 1.l 1 1 OL 11. 1 b/£ 8 Z/6 11. 19141 11 Z/1 11 tP /2 8 3/1 11 ti/2 8 31 1 91.11.1 111, z1. tg£ 8' 1 z1. 125/8 Z/1 12 5/8 01. I 9/9 31 12 1/2 12 5/8 WI. 8 12 5/8 rn 1013/161 1 11 19/5 31 1 11 191./£1. 01 11 91/L6 191/26 8/9 Z 1 191/26 10 13/161 93/161 91/L 8 1 1.l 191/21 01, 1 11 91/L 1 11 91/L8 I Z /11.1 10 13/161 31111 91/L6 Z/1. 1.1. 91/L9 I z 1. J91./6101. 1 1 Z4 91/L 8 31 1 11 5/8 Z/4 L I T11 5/8 L O6 1 1 11 5/8 Z /1 9/9 11 ti/ 6 8 1 8/9 11 I 18/1 061 I 9/51.1 11 9/9 11 11 96 /E 6 8/9 11. 1 91/2 6J 8/101 1 91/2 6 I 1.1. 9/5 41. 0) I 11 9/1 8 1 Z/6 11 1 8/9 11. 3/4 1.1 0) 1 z /1. 11 9/19 I Z6 10 1/8 I z1. 0) 31 96.0" O.C. 31 3/1 L 31 01 1 31 3/1 31 31 1 P/18 3L rn 1 10 1/2 Z1 1 I 11 1 1 10 1/2 1L 1 1 9/6 6 1 1 91./E 6 1 Z 1 91/2 6 1 10 1/2 1 91/6 6 1 187/161 L1 1 Izi101 Li. 1 1 9/£ 6 1 14 1 1 8 7/16 I z/1 14 1 1101/2 13/1 11 1 1 8 7/16 1 1 z/1. 1J 1 8 7/16 I Z1 1 1 10 1/2 1 Z 1 I91 /L 81 1 Z 1 • • • • • • • • • •• • • • • •••• • • • • •••• • • • • • ••• • • • • •• • • • •• • • • • 0• • • •• • • • • • • ••• • •• •• • • • • •• • • • • • • •• •• • • • • •• • • • • • NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: r IrYll DIM. "X" DIM FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W THIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RENEWED as complying with the Florida Balding Code Acceptance Nob )) �• �Q Expiration Dated i ' q , O BY hesadDade Division PRODUCT REVISED as complying with** Florida Wan Code Acceptance No a Date • r • ; i 4' ice Product Control &09 Read ay: Revsd B F.IC Redsd 8y. Drawn sr F./C Dam: Dam: 4/4/07 Dam: Dam: 7/14/03 Red :bans: Redab B Red9kup: Checked By: NEW SHEET Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE, WOOD SUBSTRATE rme: ALUMINUM PICTURE WINDOW, IMPACT sealesfidodek PW -701 NTS Shaer 11 of 12 Thawing No. 4259 -3 Rer. B Rout L Clark, P.E. PE #39712 Structural TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: WIND o w U 0 Q F WINDOW " Y" DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3 1/4" ELCO TAPCON 4. 1/4 " ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON 15.0" 20.0" 25.0" 28.5" 3().0" 34 .0" 39.5" 45.0" 46.5" 48.0" 3.,4 �. 5. 3. 4. 5. 3. 4. 5. X Y XYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXY O I Z/L L 12 3/8 01. [12 3/8 Z /1. 9 12 3/8 1 12 1/2 17/1 6 12 3/8 17/L 9 1711 6 123/81 17/1 6 14 12 3/8 1 I LL 9/£ Z1. 1 14 77/161 93/161 123/81 I91 /£6 18 /£ Z1. 93/161 I 9L /LL I 17/1. 8 12 3/8 11 12 3/8 1.1. I 91./L L 8/9 8I 8/£ Z1 z it. 14 I 9/£ ZL ZIL LL 9 L1L L 17/1. L 12 3/8 ZL 8/£ ZL ZL O I105/8I Z11 L. I105/8I 01 10 5/8 Z/L 9 105/81 12 1/2 10 5/8 1711 8 10 5/8 117/1 Z11. 8 105/81 Z/L 8 11 105/81 I LL 9/9 01 I L1. Z/L 9 91 /E 6 10 5/8 I 9 3/16 I 8/5 01. 91/£ 6 8/L L 17/18 10 5/8 1L 10 5/8 14 9/1 L I9 /9 8I 105/81 I Z/L _14 8/9 01 Z/1 14 9/1. 1. 17/1 L I 105/8 Z1. 8 /9011 ZL - O. ZL Z/L L ZL 01. 8/9 6 Z/L 9 ZL Z/L ZL 8/9 6 17/1. 8 ZL 17/18 1 8/9 6 ZL 11. ZL LL Z1. I LL 91/£61 ZL 91./£ 6 ZL 91 /£ 6 8/L 9 17/1. 8 8/9 6 LL ZL 14 8/L 9 8/9 8 8/s 6 Z/1 11. ZL Z/L LL 8/L 9 17/1. L 9/9 6 ZL ZL 77 - 1. O. 3/4 I I Z/L L 10 3/4 I 01 10 3/4 I ZIL 9 10 3/4 121/21 8 15/16 117/18 10 3/4 17/1 8 8 15/16 10 3/4 91 /1L L 11 10 3/4 11. 10 3/4 14 I91/11. I9L /E6 10 3/4 I 93/161 10 3/4 I 9L /£ 6 191./ 17/1 10 3/4 I 14 17I£ 01. 1 1 1J 91/11 9 8/s 8 10 3/4 I Z/1 L L 17/£ 01. V1 11 91/11 9 VII. L 10 3/4 ZL 10 3/4 Z1 I O. 91/£114 Z/1 L 91 /£1 11 01 I 8/L 6 I Z11. 9 191 /EL 14 12 1/2 I I9L /L I 17/1 I91./£1. 11. I 17/1. 8 8 7/16 I 191 /E1 11. 8 7/16 I I LL 191/£1. 11 I 1.1. 191/£1 14 I 1.1. I 8/£ L. I9L /£6 I 8/L 6 191/£ 6 191/£1 11 93/161 91/69 17119 8/L 6 LL 91/E1 11 11. 91/69 8 /s 8I 8/L 6 Z/ I. 11 91/£114 Z/ L L L I 91./6 9 17/1 L I 9/L 6 I Z L I 91 /£1 141 ZL 1 PitoDUCT REi`s PAY i..i? as complying with tin i'r1c1r'I1lN Wiling Code Ateeptance No e: 1112• I 0 Expiration DatelMo 14 O 17/£ 01 Z/1 L 17/£ 01 01 10 3/4 Z/1 9 10 3/4 12 1/2 17/1 6 17/1. 8 10 3/4 17/1 8 914 9 103/41 8 1/16 L1. 10 3/4 1.1 10 3/4 14 7 3/16 (91 /E6 10 3/4 91/£ 6 17I£ 01 I91/£6 Z/L 9 17/1 9 1711 6 11 17/£ 01 11 Z/1 9 I 8/9 8 17/1 6 Z/1. L1 10 3/4 VI. 14 Z/L 9 17/1 L 17/1 6 I ZL 17 /£ 01I 1 Z1. I O. 91 /LL 11 Z/1 L 91/11 11 01 01 Z/L 9 91 /1L 14 12 1/2 17/£ 9 I 17/1 8 191/1111 1 17/1 9 I 17/£ 8 191/1111 7 13/16 I I IA- 19141 11 I 14 191 /1L 11 I H. 191 /E 6 1 01' 93/161 191/1111 19 WE 6 1 8/£ 9 I 17/1 8 I 1.L 91/1114 11 9/£ 9 8/9 8 17/£ 8 Z/ I. 11 191/11111 Z/L 11 9/2. s 1711. L 171E 8 ZL I 91 /1L 111 Z1. I DalliFs~ Cents* Division O. 12 5/8 Z/L L I 12 5/8 01. 91 /L 6 Z/L 9 12 5/8 121/21 I91/L8 17/1 8 8/9 ZL 17/1 8 8 7/16 I 125/81 0) 79/161 I LL 1911£1 01 11 12 5/8 I I L1. 8/L 9 9WE6 91/£1 01 91/£6 125/81 91 /£ 6 91/9 9 17/1 8 9L /L 6 11. 125/81 11 6 5/16 9/9 8 91 /L 6 Z/L 14 12 5/8 Z/L 11. 15 13/16 17/1 L 187/16 ZI. • 8/9 ZL I ZL O. 18/S LL 17 .7 8/9 11 10 1/8 I Z/L 9 11 5/8 121/21 17/18 I 8 /s 11 17/1 9 8/L 9 0) 8/s 11 8l£ L 11 8/2 11 11 11 5/8 I 14 171E 9 , 91/£6 10 1/8 I 91/£ 6 11 5/8 I 91/£ 6 1711. 9 17/1 8 11. 11 5/8 I LL 91/£15 8/s 8 rn Z/L 1.L 11 5/8 Z /L 11 73716 17/1 L rn ZL I 8/9 LL I ZI PRODUCT REVISED at►complying with the Florida Raiding Code Acceptance Ne D - • i ,a - .1, Date ,,: 2009 .iJ�� _ `: ,, .....,. ;:, :.,; Prod�tttCowing, 96.0" O.C. 1 Z/1 L ZL I 01 I 9/£ 6 I Z/1 9 I ZL 121/21 8 7/16 17/1 Z1. 17/18 91/18 a) Z1. rn 91/1 1 L 11. 101/21 11. ZL LL Z/1 9 91. /£ 6 101/21 9WC6 ZL 911E 6 m 17/1 9 8/£ 6 LL ZL LL co 8/9 8 91.11 9 Z/1 11 ZL Z/1. 14 8/9 5 17/1. L 91 /L 9 I zL I ZL 1 NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „ MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2" FROM CORNERS Rote L Clark, P.E. PE #39712 structural 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "X" FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" DIM. - --� THIN AND USE THE ON- CENTER FROM ANY CORNER. Revsd 9y: Date: Revisions: 1070 TECHNOLOGY DRIVE 1070 T ECH S FL 34275 P.O. BOX 1529 N OKOMl3, FL 34274 Desedpene ANCHORAGE, CONCRETE SUBSTRATE Raved By: F.K. Date: 4/4/07 Revisions: B NEW SHEET ' ALUMINUM PICTURE WINDOW, IMPACT .,r Visibly Better y PW-701 NTS 12 d 12 Drawing No. 4259-3 Row B Drawn By F.K. Date: 7/14/03 Checked By Date: 1 •••• • • • • • .. • • • . • • • • • •••• • • •••• • • •• • • • ••• • • •. •. • • • • • • • • •• •• • • • •..• • • .•• • • •• • • •.• • •• • • • • •••• • • • • •••• MIAMIZE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION vf" A a IMCMEWX11 hi MAY 18 2009 u BY: (305) 375 - 290% • Fq (305) %75 -2Q8 • www.buildingcodeonithecie NOTICE OF ACCEPTANCE (NOA) PGT Indus 1070 Technology Drive Nokomis, FL 3427 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 Hi Velocity Hurricane Zone. ROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice o tt „ , : ; , Miami i County Product Control Division. 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 and renews NOA # 04-052&04 and, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • • • • • • PGT Industries • • •• •. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED; • • • • A. DRAWINGS • • • • 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, 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# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted d under NOA# 04- 0528.04" 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 1x 2 x 3 /a" 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- 0528.04" 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. G n, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • • • • • • •••• • • • •• • • • • • • . • • PGT Industries D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 • • • • • •• • • • • .. .. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • •• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall - Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. • • •• • • ••• • • • • • •• • • • •• • • •••• • • • • • • •• • • •••• • • F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. J. e D. Gascon, .E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • • •••• • • • •• • • • • • •••• ANCHORS DETAIL B; C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS MI) M2) W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = HI ANCHORS DETAIL A ANCHORS DETAIL A W ANCHORS DETAIL B C" OR D" AT BOTH ENDS AND AT BOTTOMS •—W1 2 3 --- �- W = W 1 +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 111 +112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1+W2 OR W2 +W3 MULL LENGTH = H1 11 1. THE 3.3 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, 3 AND 5. ANCHORS DETAIL "B: , "C" OR D" BOTH ENDS ANCHORS DETAIL "Er, C" OR D" BOTH ENDS ULUON H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 . MULL LENGTH = W Robert 2 P.E. Structured FOR ANCHORAGE W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H TYPE, QUANTITY AND LOCATION, TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 2. WINDOWS AND DOORS OR COMBINA77ONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NOS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & ItS1tW 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 AA TO THE STRUCTURE. 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 F.K. Rend at F.K. Ow= BA P.J.P. x/ 330/06 5598/06 48/00 REFER TO • • • -- a =A00 NOTES d & 6 C-ADD WOL R! S • •• • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • • ••• • • • • • • • • • •• • • 1" STANDARD WALL + . ELEI/ATIOEIS • • • • • • •• • • • •• ALUMINUM TUBE C iI'P€Q Iy1L LJ !O • '.. • • Catn�Modrk S•alr SAwf: • • • • 0 u4,�N,.• • • q,. • • • MULLS NTS I 1 '3 5 ' 6220 • { ••• • • • • • • • • • • • • • • •• ••• • • PGT 1 x MULUON MUWON CUP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULUO MULL'. r MIN. 2 OR 4" FOR 1" MULL i" TYPICAL MUWON TO MULLION INSTALLATION. DETAIL "A 112 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE KITH EACH OTHER) SEE NOTE .3 112 SCREW, SEE NOTE 3 /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 ixerAL L OAJNALLTAIDTEMEAM NOTES : WOOD BUCK. DETAIL "Er 1. FOR CONCRETE APPLICATIONS IN MAMI–DADE COUNTY, USE ONLY MIAMI–DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE–FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NO • IS 2 1/2 MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE–FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE _112 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE–FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SI-L4LL BE BEYOND WALL DRESSING OR A grucco. 4. 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 EIE 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 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND A. PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. PGT 1x MUWO WOOD BUCK REMOVED TO CONCRETE 1 SEE • NOTE • PGT ix MULLION- 111111, 0111 Robert L. Citioic, P.E. PE PIM Sbustural r WOOD r BUCK 2/10mi •• v. • . • • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2 OR 4" M SEE NOTE 1 IND ES 000 BUCK 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 TYPICAL MULLION TO STRUCTURE PITH WOOD BUCK AND CONC.. PETAICD" ONRY ANCHOR, SEE NOTES 1 & .3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS s • • • • • Read ibe F.K. riwo. ..y No* & 5 • • 44 r:9/06 C—ADD WED. trElifiLS 4 •• • • •• • • • •• bum Po P.J.P. 438/00 I • /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & • • iblark'w I' STD. WALL, CLIR,INSTALLATION•DETAll. law • • • • • • • • • 1070 IT73;275' ALUMINUM TUBE CI7RPra MLfL471014 • •• .1 r P.O. BOX 1529 Saries/Modet roalw 2gm**.' • WOWS. FL 34274 MULLS I NTS 2 of 5 6220 . 16 • • • • • • • • • • • 0 • • • 0• • • • 0' • • • 0 0 • • 00• • • • • • • • • • • • • • • •0 414I • • • • • • • 1 " MULL CUP (CUP TO OPENING) EXTRUSION DWG /1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 1/8 1 x 4 x 1/8 1 11/16 3 11/16 L 4 -MAX. t NOTES: A/2 iMAX. ® TWO (Z) ANCHOR LOCATIONS iMIN. ® FOUR (4) ANCHOR LOCATIONS 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS. PLEASE REFER 70 CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATJON. 2. 3/8 MIN. EDGE DISTANCE APPLJES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 3 MIN.TYP. M TO BE USED.ONLY MIN. .(3)EQ.SP.0 (A -3/4)/ 8 MIN. A ® THREE (3) ANCHOR LOCATIONS IMO TECHNOLOGY ORM NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL .14274 1" MULL CLIP W/TABS REMOVED (CUP TO MULL) EXTRUSION DWG 11099 B MIN. A 1 ONE (1) ANCHOR LOC@T1ON WITH PGT INDUSTRIES PRODUCTS /06 5/8/06 A/2 Oruro Etc P.J.P. 4718/00 B MIN. TYP. Smarr MULLS I NTS •• t • D-MJ CIS 71 SIT 9'ACdrc • •• •• Simko • • • 3 'if 5 • • • • • • •• • • • • • •• • • • e 1 " STD. WALL, ANCHOR LOCAjION ra. • • • • • • • • • ALUMINUM TUBE CX.1P.PF!2 JL?1 zOIQ • O • • ' 622b " D • ••• • • • • • • • • • • • • • 0 • • 0 • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• • 0 I x STD. WALL MULLS MArL: 6063 —T6 Robert L Clark P.E. PE Sbuchwul TO BE' USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 1H2a10L00Y DRArE NO10O002 R 34275 P.O. 90X 1924 KOK0441A FL 34274 1 3 -- -- (T) Re lit a 1 7 s /os J a� teyn• • a /8 /os C -N0 CHC 111!9 Siff • Omen Ely: P.J.P. 428/00 • •• •• • • • • • •. • • • • • • •• 1" STD. WALL, MULLION PROFILES ION •• • • ••• • ■ ALUMINUM TUBE GIPPED MtIL1IOZ/ : • sartamoda MULLS ••• • 1 • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• • •• • • • ••• • • %TY 35 30 23 20 18 30 26 20 17 15 27 23 17 15 24 21 16 23 19 22 18 1 21 . 18 20 17 20 17 20 17 CUP TO (2 A OPENING (2) B CUP L (1) B CUP TO (2) A OPENING (4) B CHART 2, 1X4 L1 ANCHOR 60 MULL (3) B 42 48 50.625 72 76 170 170 (2) A (2) B 60 1 70 ( 80 (2) A (2) B (1) 115 73 61 49 60 1. 70 (2) A (4) B (3) B (2) A (2) B (1) B 107 67 55 44 41 (2) A (4) B (3) B 170 " 170 (1) B 104 63 52 80 (2) A (4) B (3) 170 170 170 170 170 170 170 90 (2) A (2) B (1) 100 110 (2) A (2) A (2) B (2) B (1) B (1) 61 81 61 50 49 49 39 38 38 90 100 (2) A (4) B .1 (3) B 170 170 170 170 (2) A (4) B (3) B 170 170 170 170 170 170 170 60 66 120 130. ( A (2) A (2) B (2) B (1) B (1) B 63 96 44 170 170 170 142 120 111 88 72 59 41 38 17 170 170 160 145 120 102 75 60 50 35 32 170 157 141 127 105 90 83 65 53 43 30 28 170 143 128 115 95 81 74 47 38 27 24 162 134 119 106 87 74 53 43 35 24 22 158 127 112 100 81 83 49 39 32 22 20 157 124 108 96 77 157 122 106 93 74 65 60 46 37 30 20 19 63 57 44 35 28 19 17 157 122 106 92 72 61 55 42 33 27 18 16 157 122 106 92 71 59 53 40 31 24 16 OPENING WIDTH IN INCHES 110 ( 120 ( 130 160 (2) A (2) A ( B ( B (2) A (4) B (3) (3) B 170 170 170 170 (3) B 170 170 170 78 84 90 108 /7"/ .5fie 6 Robert L dark. PL PE 0712 Sbuatarm Vertical Mull Mull Length Horizontal Mull Opening IM1*¢ 1— Mull --1 Length Multiple Mulled Units ri hiL Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE 2. DESIGN IS BASED ON OPENING CONSIDER ONLY TWO ADJACENT 3. REFERENCE TEST REPORT FTL— 4. ANCHOR TYPES: 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 JEG 10WOGY a.w NOKOMIS, FL 34275 P.O. SOX 1528 010K0 PS FL 34274 IN PSF. WIDTH. FOR MULTIPLE UNITS, UNITS AT A TIME SEE SHEET 1. 2902, 2903 AND 2975 R . ► /O68. •'• • • • •.• •• 8/04 - S • • • •• •4• •• • • • •• • • 48/00 ovum ar P.J.P. 1" STD. WALL, PRESSURE CHARTS 1 & 2 rarer • • • ••• • ALUMINUM TUBE (.V MaglO,$ • MULLS 1 N T S I 5'j 5 ' • •'62. • :D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • • •• • OOOOOO OOOOOO • •••• • • •••• •. • • • • ••e • • • •• • •••••• • MIAMI- DAMMtUNToIDA METRO -Di1DE F:LAGLER $i7IIDING 140 WEST FLAGIj,ERIS1tEET, SUITE 1603 MIA MI, FfORID4 33198- (305) 3752901 • FAX (305117 www. • uldingcodeenline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 1Vliami -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 Hunrcane Zone. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and�pproval date by - Miami Dade County Product Control Division. F .,.. , mss, 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- 1018.01 and consists of this page 1 and evidence pages E - E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • O OOO O O • • • • • • • • •• OOOOOO • • • • • • • • • • • • PGT Industries • • • • • •• • •••• • •••••• •••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT :: • • • •.•... • • • •••••• • • • • • • • •• • • • • ••• • • • •• • •• • • • • • •••• . • 1. Manufacturer's die drawings and sections. •' • • • • • • • •; • 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Wittlow, A. DRAWINGS • • 000000 Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 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 an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) E -1 Manuel Pe Product Control �. r NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 000 • • • •0•• • • 00000 • • •.••• • • 00000 ••000 • • • PGT Industries E -2 • • • • • • • • 00000 • ••1•• •••• • NOTICE OF ACCEPTANCE: EVIDENCE 5UBIVMITTF.3i:: •1••• • • • • • • •••• • • • ••• • ••• • • • •• • • • • •0•• •• • 0 • • •• • •••• 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 ••• : °••••• 2) Uniform Static Air Pressure Test, Loading per F TAS 2 {)2,94 • 3) Water Resistance Test, per FBC, TAS 202 -94 •••• 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA 1105 1018.01) 6. 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 an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 7. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 9. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) Manuel Pe �. E. Product Control 001 1 er NOA No. 07 1 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 1.11. • • 00000 • • •••00 • • 0001• • • 00.0• 000 • • • 00.1•• •11• • • PGT Industries E -3 •••• • • • • ••• • • • •• • •••••• • •••••• • • • •••• ••• ••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMI • • •••••• • • • • • C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, 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). • ••• • • • •• • • • • 000000 • • • • • • • •• • • •••• 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per tBC' XAS 2 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 an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 11. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10 /12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. uel ' P.E. et Con 4iti . P i,er NOA No. 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 0 0 0 000 • • • 0000 • -• • • • OOO • • •••S O O O O O O • • OO • • OOOO • • A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. ( B. 5118° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/18° LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) UTE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 6.13/16' LAMI IG: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16` LAMI 1G: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER L 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16° LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/18' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16° LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/16° LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. &M. 13/18° I.AMI IG: (1) IJTE OF 118° ANNEALED GLASS, AN AIR SPACE AND 5118° LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH AN .010 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) g DESIGN PRESSURES: (SEE TABLES. SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. iTl 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL- 4846, FTL- 4846, FTL4847, FTL -4848, FTL4849, FTL -4850, FTL- 4851, FTL-4723, FTL -4957, FTL-4958 AND FTL -5063. ANSWAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY AA HURRICANE ZONE (HVHZ). FJC TO 11107E 1. AMMO OPTIONS 0100E0 FJC FJC ore 11/13+08 1/24W emus B A JJ ADD FR -4729 7O NOTE 7. mew 2/2307 10101620101.013Y DRIVE NOKC00S. FL 34278 P.O. MC 1808 NOXOW8.FL34274 P T Visibly Bette' GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT 8H700 1 d 11 ��4040 -20 re NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8.11 ►80bOCf REVI60 rtawMY Aaepaxe Re • - .03 . p6 Striae Code Data .rT% toil •• ••• • • • • • • • . • • • •• • • • •• • • • • • � :(/• • • • • • • • • • • • / ( v' • •• • • • • • • • .A ••• • • Robert L Cant, P.E. PE #39712 Sbuetural ••• ••• • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • •• • • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •i• •• •• • • • •• •• • 000 • • (880,81 or 82 ,, a • 4 r ,87,88 or 92 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 5/18" LAMINATED GLASS 1/2" NOM. GLASS BITE S 1/Y NOM. GLASS BITE t 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS® 13/16' NOM. 13/18" LAMI IG GLASS W/ 5/18" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/18" LAMINATED GLASS 1/2" NOM. GLASS BITE 3/18" ANNEALED OR HEAT STRENGTHENED GLASS t — .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8 HEAT STRENGTHENED GLASS 13/16" NOM. 13/18" LAMI IG GLASS W/ 7/18" LAMI A NOTE: LAMI 10 OUTBOARD UTES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. a EXTERIOR INTERIOR I* (ALL SECTIONS) •• ••• • • • • • • • • • • •• • • i • • • • • • • mod so F x mad 13F F.1C F1C "rs 11HSA18 awe Fewklate e `ar vzam9 A an.a"een .1J. ADD ITEM 92 TD BM LAM LO. GiI.A88(A.A,A)& LAMW Ili NOTE NO CHANGE 7309 SHEET X17 10TO TECHNOLOGY DPoVE NOKOMIS. Fl. slab P.O. 1110/CIG2a NOKOMIS. FL34274 EIG .1 11 Webb Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT mv"mmc e.• stet SWAM Full 1 2 d it 1 4040.20 om°"° I B • /l • U• • ••• • • • • • • •• • • • . • • • • • • • • •• • • • • • • ••• • • •• • • • •• • • • • • •• • • • • • ••• • Robert L l k. P.E PE#39712 ••• • SW • • • • • • • ••• • • • • • 41: • • • • • • • •• • •• • • • • • ••••. • • ••• • • 1; R INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH 48" 50" GLASS TYPE A,B,M A A,B,M A 63" +80.0 40.0 +80.0 +80.0 60" 88" 70" 72" -80.0 -80.0 +80.0 +80.0 WINDOW HEIGHT 74" TABLE 1. 76" -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 53118" A,B,M A +80.0 -80.0 +80,0 -80.0 +79.6 -79.6 UP TO 53118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 40.0 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) C. 6/16" LAMI - (1 /8"HS,.090,1/8"HS) D. 7/18" LAMI - (3/16"A,.090, 3/16"A) E. 7/16" LAMI - (3118"A,.090, 3/16 "HS) F. 7116" LAMI- (3/16"HS,.090, 3118 HS) G. 13/16" LAMI 13 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) H. 13/16" LAMI 13 - 1 /8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1 /8"HS) I. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 6/16" LAMI - (1/8"HS,.090,1/8"HS) J. 13/16° LAMI 1G - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16°A) K. 13/16" LAMI IG - 1 /S"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16°HS) L 13/18" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/15"HS,.090, 3/16"HS) M. 13/18" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1A3"Amk rewrap/ trag r: FJC WEAN A MD FTCATZ3 70 GLASS TYPES A AIM Q. dame,: Drs tlhgorreA Drs FJC 8H/Db .44 2 +80.0 +78.2 +80.0 -80.0 -78.2 -80.0 FTL -4646 FTL - 4646 n..eex FJC tr,r 11/1268 R•1aac B • UPDATE TO A S TN E 1O0 02 REMOVE S TD VIEW SWINT REF, TAB L E 2 REV/SID COMAE FORMAT DP3 ADD on: FIN.LE:WM TES TNOS 10701ECHNOLOGY ERNE N01(OMIS. FL 34275 P.O. sox 1820 NONOMIS. M.36274 +78.8 +76.9 +80.0 FTL- 4646,4723 -78.8 -78.9 -80.0 F11.- 4849, 4650 Flt-4649, 4650, 4968 FTL-4649, 4850 FTL -5063 +77.3 +75.4 +80.0 FTL-4847, 4648, 4723, 4957 FTL- 4647, 4648 FTL- 4647, 4848 FTL-4845. 4885 F11 -4645 Fit-4845 I/1aPblY Berns► 77.3 -75.4 -80.0 +75.9 +74.0 +80.0 -75.9 -74.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE 38 3/8" 44" WINDOW HEIGHT 50 518" 83" 72" 74" TABLE 2. 76" 48" 50" 52" 53 118" UPTO531/8" A,B,M® A,B,M® A,B,MA A,B,MA C,D,E,F,G,H,I,J,K,L -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 40.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 - 80.0 +80.0 -80.0 +79.9 +78.9 +75.0 +80.0 -79.9 -76.9 -75.0 -80.0 +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 -70.0 -70.0 -68.0 -70.0 +70.0 +70.0 +88.8 +56.7 +70.0 -70.0 -70.0 -68.8 -66.7 -70.0 +70.0 +70.0 +87.6 +65.5 +70.0 -70.0 -70.0 -87.6 -65.5 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3. WIDTH I GLASS TYPE 53 1/8" 1 D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 75" INTEGRAL FIN) 171/8" I 2211/16" I 28 3/15" I 33 314" I 39 8/16" I 4413115" I 50 3/8" +80.0 1 -80.0 J +80.0 1 -80.0 +80.0 1 -80.0 +80.01 -80.0 L +70.01 -70.0 +70.01 -70.0 +70.01 -70.0 55 16/18" +70.01 -70.0 TEST REPORTS TABLE 4. arokat SIRW 116 HT . W HT. MEETING RAIL "O" MEETING RAIL wHT MINUS SASH HT. NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED TIP-TO -TIP FRAME DIMENSION& 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38" MAXIMUM., DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT 3 • 11 I 4040 -20 rig •• ••• • • • • ■ ■ • • • •• • • • • • • • • • • •• ••• •, • is • • • • • • Robert L. Clark, P.E. PE 699712 Structural ••• • • •• • • • • • • • • • • • •• • • • • • •• • ••• • • • • ••• • • • • ••0 • • • • • • • • • • • • ••• i •• • •• • • • • 00 • • • • i • • • • • • • • VERTICAL DAYLIGHT OPENING DETAIL FIXED UTE LOW SILL HIGH SILL A 34 1/2" 34 3/18" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/18" E 521/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16" B 27 7/16" 271/8" C 27 7/16" 271/8" D 183/8" 153/4" E 163/8" 153/4 TABLE 5. SEE DLO TABLE 1 SEE DLO TABLE (MAX) SEE DLO TABLE SEE DLO TABLE 531/8• MAX. FLANGED WIDTH • 52 1!8° MAX. I.F. WIDTH akk D+1 B B DETAIL D VIEW (CUSTOM SASH) 2 j X 75" I.F. HEIGIiT 78" MAX FLANGED HEIGHT 20° SASH HEIGHT I A SEE D1.0 TABLE t 1 0 X j SEE DLO TABLE A DETAIL B VIEW (STANDARD SASH) NO 4 E � DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVERTWO FORMAT. 75" I.F. HEI HT SEE DLO ® TABLE 78" MAX FLANGED HEI HT C � DETAIL C RADIUS TOP (STANDARD SASH) 75" MAX I.F. HEI HT 78" MAX FLANGED HEI HT MOW? MUM es complying Web Me*Wit Old* Code A •Ns N• •• ••• • • • • • • • • • • •• • • • • • •• ••• • • • • • • rawer F.K RK ear JC em Dwix 1713108 corc 1/zdrli 871/08 Poidies B larthkar A aAadluCaF ADD INTEGRAL FIN (!F.) VERBIOK CHG. NOTE 9. ADD NOTE 4. NO CHANGE 7H1S SHEET' 2/2Sfi7 ,OGI, DRIVE NOON% PLUM P.Q•WC1&A NOIW•B. P1.94274 ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT 811700 aosis NTS 4 11 1 bleavx M 404020 •• �� • • • • • • .... • Raped L. Clark, P.E. PE #99712 Structural ••• • • •• • • • • • • ••. • • • • • • •• • • • • • •• • ••• • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • •• •• •• •• • • • •• • • • • • 49 518" MAX. FIXED DLO (ALL) o X j SEE DLO TABLE 1 SEE DLO TABLE (MAX) SEE DLO TABLE SEE DLO TABLE 531/8• MAX. FLANGED WIDTH • 52 1!8° MAX. I.F. WIDTH akk D+1 B B DETAIL D VIEW (CUSTOM SASH) 2 j X 75" I.F. HEIGIiT 78" MAX FLANGED HEIGHT 20° SASH HEIGHT I A SEE D1.0 TABLE t 1 0 X j SEE DLO TABLE A DETAIL B VIEW (STANDARD SASH) NO 4 E � DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVERTWO FORMAT. 75" I.F. HEI HT SEE DLO ® TABLE 78" MAX FLANGED HEI HT C � DETAIL C RADIUS TOP (STANDARD SASH) 75" MAX I.F. HEI HT 78" MAX FLANGED HEI HT MOW? MUM es complying Web Me*Wit Old* Code A •Ns N• •• ••• • • • • • • • • • • •• • • • • • •• ••• • • • • • • rawer F.K RK ear JC em Dwix 1713108 corc 1/zdrli 871/08 Poidies B larthkar A aAadluCaF ADD INTEGRAL FIN (!F.) VERBIOK CHG. NOTE 9. ADD NOTE 4. NO CHANGE 7H1S SHEET' 2/2Sfi7 ,OGI, DRIVE NOON% PLUM P.Q•WC1&A NOIW•B. P1.94274 ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT 811700 aosis NTS 4 11 1 bleavx M 404020 •• �� • • • • • • .... • Raped L. Clark, P.E. PE #99712 Structural ••• • • •• • • • • • • ••. • • • • • • •• • • • • • •• • ••• • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • •• •• •• •• • • • •• • • • • • MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING Fes 2.784 SECTION B-B (LOW SILL SHOWN) INSIDE 2.330° (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8° FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A-A INTEGRAL FIN (I.F.) FRAME SECTIONS ALTERNATE HIGH SILL 2.948° (HIGH SILL) ULTRALIFT ONLY 2.71 O° I.F. FRAME q OUTSIDE I wip INSID LOW SILL HEAD B OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,1, 2.710' PRODUCT REVIVED as anopbias with AeRid. Baidiag Cade Atteptsace No 1 -/—!" iir P,, 11 •• ••• • • • • • • 0-0-4! • • •• • • • •• • • • • • •• ••• r • -a--"' • ••• Prod,* EEC Pwada, P.IO ADD LP.SECTIONS & CONSOLIDATE BM. COMPONENTS 140 MANGE 7169 SHIFT a•o6* Wee bale 1V1308 arc 1124118 B wear A ated d J.J. oar 2/!307 1W8 TECHNOLOgre DRIVE NOl(0l18. FL 347!8 P.O. BQX 1828 MOKOMI& FL343T4 c; V1 fM, Fetter SECTIONS fix ALUM. SINGLE HUNG WINDOW, IMPACT MOTO Half I S r 11 I� 4000 -20 18 • i • • • • • Robert L Oiad . P.E. PE •38712 Struch,el ••• • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • •• • • • • • ••• • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• •• • • • •• •• • • ••• • • FLANGE FRAME HEAD 98 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8 , 5/8", OR 11 /16" BALANCE COVER, 3/8" OR 5/8" 08 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE 08 X1 PHILLIPS FLATHEAD S. STL BALANCE COVER, 11116" SASH STOP COVER SASH BRACKET 08-32 X1/2" LG. PH. FH. TYPE F S. STL FDED MEETING RNL SASH TOP RAIL SWEEP LATCH DESCRIPTION IASTP...170 X270 BACK FIN SEAL ITEM 1 2 3 5 6 7 8 9 10 11 12 13 15 16 17 18 18 21 23 26 26 27 DWG# 4002A 1155 4003C 1826 4004 4025 4026 4029 1080 1085/1086 1080 -1 4053 4029 -1 4054C 4006C 1235 1096 1016 28 30 31 34 35 36 37 38 41 42 46 47 48 49 50 52 53 54 55 56 57 58 59 4007 1226 4008 1288 1622 1052 1224 1225 4039B 40448 4222A 986C 4087 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1830 1631 1073 1824 FJC� auae EF111 aa•eer Mk FJC ue,"ex pale F.K 9HAE #8 X.625 PH. FL. SMS SASH BOTTOM RNL (LOW SILL) WSTP., BULB VINYL SASH SIDE RNL SASH FACE GUIDE LAM SETTING BLOCK 3/32° X25,64" X 1° LAM 10 SETTING BLOCK 1 "X3/4" X1/16° VINYL GLAZ. BEN) BULB (THICK) VINYL GLAZ. BEAD BULB (THIN) GLAZING BEND, 5118 LAM. GLASS. GLAZING BEAD, 5116 LAM W/GRILL KIT GLAZING BEAD, 7 /16" LAM GLAZING BEAD, 7/16" LAM W/GRILL KIT GLAZING BEAD, 13/16" LAMB I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAM. IF. HIGH SILL FRAME, I.F. JAMS SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEYWIOUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA. FOAM PGTN 612225 781PQA 612226 7PAD1626 612227 612244 612244 6BALCVR918 7834AA 7BALTBKT 42504 7SXIFPAX BBALCVR670 64053 7ULBRKT 7832X12FPFX 84054C 64006 678160 71096 7858 612230 8TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 840398 644703 64222 6986 64087 64071 64072 64073 64074 784009 7SPRNG 62740 61014 71630 71831 7CASP 81824K A tanrac B AUDI. FRAME IfEMS47 44 49 AND 50. UPGRADE DEW 2f. ADP REH92 CHG. PTION REM 7.9813 TECKNIXOGY DRIVE NOKOMIS, 34275 mom= 4 A NO CHANGE ME COMET JP 2123107 NOKOMIS, FL DESCRIPTION RE1A 60 81 63 64 67 68 69 70 80 81 82 83 84 85 88 87 88 89 90 91 92 DWG.# 1635 505 1161 4051A 4050A P T VW1,t9 Better SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) 96 X1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X1/2 - 7/18 LAMA SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (1-11011 SILL) SILICONE, DOW 899, 995 OR EQUIV. A FRAME, I.F. HEAD 94071A, 608346 .062 NOM THICKNESS 49 FRAME, .F. HIGH SILL Avzy 94 -T6 FRAME, .F. LOW SILL 94072A, 6083-T8 2.374 --•• .82 NOM THICKNESS FRAME, I.F. JAMB 940748, 6083-T6 (USED AS RADIUS TOP HEAD) PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT lieftlidd 9/1700 auk NTS awe 8 e 11 7 I B PGT# 61636K 81818 6533402 706X1 62BV1510 64051 64050 A GLASS 5/16" LAM, (1I8"A,.090 PVB,118"A) B. GLASS, 5118" LAM, (1/8"A.090 PVB,1/8"HS) C. GLASS, 5 /16" LANG, (1,6"HS,.090 PVB,1/81HS) D. GLASS, 7 /16° LAM, (1,6"A..090 PVB,1 ,6°A) E. GLASS, 7 /18" LAMA, (1/8 PVS,1/8°HS) F. GLASS, 7/16" LAM, (1/8"HS,.090 PVB,1/8"HS) G. GLASS,13/16" LAM 10;1/8"HS, AIR SPACE, 5 /16" LAN), (1B"A.090 PVB,1/8"A) H. GLASS, 13/18" LAN81G ; 1/8'HS, AIR SPACE, 5/16" LAM, (118"A,.090 PV6,1/8"HS) I. GLASS, 13/16" LA1910;1/8"HS, AIR SPACE, 5/16" LAM, (1/8°HS,.090 PVB,1/8"HS) J. GLASS, 13/16" LAVA IG;1/8 "HS, NR SPACE, 7 /16° LAMI, (3/16"A,.090 PVB,3/I6 "/) K. GLASS, 13/18" LAS/110; 1/131-1S, AIR SPACE, 7/18° LAVA, (3!167%.090 PVB,3/16°HS) L. GLASS, 13/16" LAMA 1/8"HS, NR SPACE, 7/16" LAM, (3/16"HS,.090 PVB,3H6"HS) M GLASS; 13/16" LAM 13; 1/8 A AR SPACE, 5/18" LAM, (1/8A.090 PVB,1/8 A) • A •• ••• • • • • • • a • • �_ • • •• • • • • • • ••• • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • ••• • • • • •• • • • •. •• • • • • • • • • • • ••• • • • ••• • • • • • • • • • • •• •• • • .062 1.363 O FLANGE FRAME HEAD #4002A, 6063-T6 1749 y O FLANGE FRAME SILL #4003C, 6063 -T8 2.710 O FLANGE FRAME JAMB #4004, 6083-T5 (USED AS RADIUS TOP HEAD) ® FIXED MEETING RAIL #4054A, 6003HD -T6® 69 FLANGE FRAME SILL (HIGH) #4050A, 606346 1.490 k- 1.451+-17 O SASH STOP #4025,6063-T5 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #40080, 6063HS -T6 #4007, 6083 -75 .062 2.830 TOP:CLO E I.F. Mad* car eo.deF tits 11/1306 Aft 1/2486 UPDA'IE FRAME CORNEAABLY AND UPGRADE 170621 ALLOY. FJC w FJC WI/68 Raft= Rafter Ibolifoor B A Ji x 2.3213--.1 2.838 66 SASH BOTTOM RAIL (HIGH) #405 8083 - NO CHANGE THIS SHEET Ors 22007 2.330 (LOW) 17 O SASH STOP COVER #4053, 6083 -15 2.326 °T R4 3eJ 1070 T0OILOGY DRIVE N01 .PL342T8 P.6.BQt 1820 NO1011N3, PL34274 1+ 1.613 --1 -.738 x .040 1.879 .678 1.000 -I--+1 T O GLAZING BEAD 7116° #4222,6083 -T5 PG" V3th r Betar ® I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) ---I 1.165 1.oa5- --1 •■I f 1.349 41 GLAZING BEAD, 5/16° #4039B,6083 -T5 31 SASH SIDE RAIL #4008,6063-75 .678 1.115 0 GLAZING BEAD, 7/16° #985C, 6063-T5 (USED W/ GRILL KIT) Hai .050 .878 GLAZING BEAD, 5/16° #4044B, 6063-T5 (USED W/ GRILL KIT) 060 GLAZING BEAD, 13/16° IG #4087,8063 -T6 .097 EXTRUSIONS & FRAME CORNER DETAIL nts ALUM. SINGLE HUNG WINDOW, IMPACT Om* d 11 laaaueou e PRODUCT REVISED p caoptylag with lie FEW Bah®.sC°ds Dee •• ••• • • • • • • • • 41 • • •• • • • •• • • • - • • • • • • •• ••• •• :1 • • • • • • • • • Robert L Clark. P.E. PE #219712 ••• Structural • - • • • • • • ••• • • • ••• • • •••• • • ••• • • • • • • • ••• • • • •• • • • ••• • • • • • • •• • • • • • •• • ••• • • • • • • • • • • •• • • • • • • • • • • WIDOW HEIGHT TABLE 5. WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 RwiBr FX Bj FX A,B,M 1 1 2 2 1 2 SUBSTRATE: 28.603 ANCHOR TYPE: GLASS tai 0 N O TYPE U PSF 79 C,D,E,F,G, 1 1 H,4J,K,L 1 1 1 A,B,M 1 1 1 C,D,E,F,G, 1 1 H,I,J,KL 1 2 1 1 A,B,M 1 1 1 2 1 1 C,D,E,F,G, 1 1 H,I,J,K,L 1: 2 1:2 1 1 A,B,M 1a 1 2 C,D,E,F,G, 1 1 H,I,J,K,L 2:2 1 2 C,D,E,F,G, 2 2 H,I,J,K,L 212 1 2 A,B,M 2 2 212 12 PSF 79 C,D,E,F,G, HJ,J,KL 2 2 2 2 2 2 A,B,M 2 2 212 2.2 PSF 79 C, PSF 72 C,D,E,F,G, 2 :2 H,I,J,K,L 212 2 2 A,B,M 2 2 21222 z r0 U 1 1:1 1 1 1 1 1 :2 1 12 2 2 2.2 22 1 22 2 2 2 2 2 2 2 2 2 2 2;2 79 C,D,E,F,G, 2 2 2 HIJ,KI 2122222 A,B,M 2 2 2 212 2:2 2 2 34.603 0 N 12 12 1.2 12 2.3 1 23 1 2:3 1 2 3 2 2 3 2 2 3 2 2:3 2 2 3 2 2 3 2 2:3 79 79 law A NOM NGETHWSHEET Daft afcNe* Oar .7/6905 J.,L 2/23/07 I U N U 1.1 1 1 1 1 1:2 12 1 :2 1.2 1 1 2 2 22 2 2, 2 2 2 2 2 2 :2 2 2 2 212 213 22 2 2 2 212 213 22 0 r O U 1;2 12 1'2 12 2 2 22 1 2 . 3 1 2 3 2 2 3 2 2 3 2 2 3 2 23 2 2 3 2 2,3 40.603 46.603 N 33 2.2 1 2.2 1 2:2 1 2.2 2 2: 3 2 2 3 2 23 2 2 3 2 2 3 2 2 2 2 3 2 3:4 2 3:4 2 34 U N 0 1'2 12 1 12 1.2 1.2 1 2 22 1 22 2 2 2 2 2 2 2 2 2 2 2.2 2 2 . 3 2 2.3 2 23 1 1 2222 1 1 2:222 1 1 2 2 2.2 1 1 2 2 2 2 1 1 2323 1 1 2:3 2 3 1 2 .23 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 3'324 2 2 3 3 2.4 2 2 3:3 3:4 2 2 3 ;4 3 4 2 2 3,434 WnrBp arc new* Deft FX 11H39B arm. REVISE ANCHORAGE ru '07Y°7SRE8/RICI®eraiza 8 ADD DP MAX VIPERS U N Z 0 2.2 1 2,2 2 2 22 2 2 1 2 2 1 2.2 1 2 2 2 2 3 2 2 . 3 2 2 3 2 2.3 2 2 3 2 2:3 2 2 3 U Z r 1 22 1 2 2 1 2:2 1 2 2 23 2 3 2 23 2 2 3 2 23 2 23 2 3 3 2 33 2 3 . 4 2 3:4 2 3 . 4 52.603 O 22 1 22 2 2 2 2 1 2'3 2.3 2 2 3 2 2:3 2 2.4 2 2 4 2 3 2 . 3 4 2 2 3 2 3 3 212 2;3 35 2 4:5 4 6 2 3 2 5;5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2:2 2 :3 3:4 2:3 3 3 3 :4 2 3 3:4 3'4 2:3 3 :4 3'5 3 3 3 4 35 3 3 4'5 4'6 3 5.5 2 3 4 3 3 :4 3 34 z N O U 2:2 1 22 1 2 2 1 2 2 2 2 2 2 3 1 2 3 2 2 3 2 2 2 2 3 2 23 2 2 2 3;3 2 3.3 1070 TECHNOLOGY SRN 'NO1 FL342Th NOKOMIS, 0.34V4 z r 0 22 2:2 1 2;2 22 23 2;3 2 2:3 2 2:3 2 3 3 2 3;3 2 3 3 2 3:3 2 3 4 2 3:4 2 3,4 58.603 t+� Q 2:2 1 22 2;3 2 3 2 3 3 3 2 34 2 3.4 2 3 4 2 3:4 2 3 2 3 :4 2 3.5 3 3.5 3 35 z N 8 2 2.2 22 22 22 2 2 2 3 1 23 2 2 3 2 3 2 2 3 2 2 3 2 3,3 2 3:3 2 3 :3 z r 0 22 22 2 2 1 1 33 1 3 3 2 33 2 3,3 2 34 2 3 2 3;4 2 3 2 3:4 2 2 2 2 2 2 2 2 2 3 3 1 1 1 1 2 2 2 3.3 3 2 2 z 1 1 2.3 2 2 2 2 2 2 3 2 4:5 76.000 2 1 2 2 2 2 2 2 3 3 1 1 1 1 2 2 3 2 2 2 2 z 1 2 2 2 2 2 3 3 I 4040-20 2. ANCHOR LOCATIONS ARE BASED ON THE 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. t .1)ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE VYITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JANG3 ABOVE MTG. RAIL JAMB BELOW 1811G. RAIL Ele HEAD JAIVB ABOVE 2 JAMB BELOW_I MTG. RAIL ANCHORAGE SPACING, 1/1 WINDOWS lir ALUM. SINGLE HUNG WINDOW, IMPACT • • Robert L. Cheek PA. PE 039712 Steuelimei • • ANCHOR QUANTITIES FOR STANDARD MEW AND RADIUS TOP FLANGED WINDOWS TABLE WINDOW HEIGHT SUBSTRATE: ----.... 29.655 37.155 44.855 52.155 59.655 87.155 74.855 78.000 ANCHOR TYPE ONOO L WINDOW GLASS DO £'Z NO NO DO E'Z NO NO DO E'Z NO' NO' DO E'Z NO' NO'' Da E'Z NO NO' DO E'Z NO' No; DO E'z Na DO E'Z 40: WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 1 1 . 1 1 1 2 2 2 1 2 2 2.2 2 1 2 2 2 2 2 2 2 2 2 2 2 2.2 2.2 2 2 2.2 3:2 2 2 32 3 2 2 3 2 19.125 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1 1.1 1 1 2 2 2 2•2 12 2 1 22 2 :2 2:2 2'2 212 2:2 2:2 2:2 2:2 2:2 3'2 2 2 3.2 3 2:2 3:2 PSF 79 . C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,LJ,K,L 1 r1 1 1 1 1 2 2 1 1 2; 2 2i 2 2 212 2 2 2.2 2 2 2.2 2.2 3 2 3:2 2.2 3 2 3:2 2:2 3 2 3:2 2 2 3:2 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 .1 1 1 1 1 1 1 1 . 1 1 , 1 2 2 1 . 1 3 , 2 3 2 2 : 2 3 . 2 PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32,E H,I,J,K,L 1 1 1 1 1 1 1 1 2 2 2 2 2 : 2 2 3 2 2 2 2 3.3 Z 2 3 3 3: 3 3 2 3 3 3 2 2 3 3 4 3 3.2 4 3 4 3 3.2 4 3 ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1(1 111 1 1 2.2 2 2 2 2 2;3 2 2 2 2 3:3 2 2 3 3.3 3 2 13 3.3 2:2 3:3 4 3 3 2 4 3 4:3 3 2 4;3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2_ 1 2 37.000 H.LJ,K,L 111 1 1 2 : 2 3 : 3 3 ' 3 A,M B 1 1 1 2 1 1 2. 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111 2222. 223222: 333223333334 .3333 - 2334332434,43243 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 HI,J,K,L 111 111 111 212 2 2 2.2 2.3 2 2 3.3 3:3 2:2 3.34.3 3.3 4 3 3 3 3:3 4 3 4.4 3.3 4 3 4 4 3'3 5 3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 11 1 111 2 ( 2 2 2 2 2.3 2 3-3 3'3 2.2 3 4.3 3:3 4,3 3;3 3 3 4 :3 44 3 :3 4 3 4.4 3.3 5 3 PSF 49 79 58 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44 H,I,J,K,L 1j1 1 1 111 21222 322333. 4233 .344334.34:43:34344334`34.433 5'4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 }1 /11 f1 212 2 2 212 3 3;3 3 4 2 3.3 4.4 3'1 413 4.4 3 3 4 3 4.4 3 4;3 4 4 13 5 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.�y H,I,J,K,L 1(1 1j11l1 _2 2(2 2 2 2 2 3(3 2:2 3.3 3.4 3`3 3.3 4:4 3:3 44 4.4 3:3 4' 4.4 4',3 5'4 4.4 4,3 5:4 .2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 AB,M 1 1 1 111 1j1 2122:2 211 2:2 3.3 3 4 3 3 3 3 4 :4 3,3 4.4 4 4 3'3 4:4 4 4 4 3 5 4 4 4'3 5 4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.126 H,LJ.K,L sill 7(1 111 21 2 2 212 313 3 3'3 4 33 4 44 3 3 414 4.4 3.3 4'4 15 4'3 5:4 5 4 3 544 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 111 212 343;3 111 111 2.2 i12 3 4.4 3:3 4;4 4.4 3.3 44 4.4 3 3 4.4 5:4 4;3 5:4 5 4 3 54 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX ® 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 112° MAX. FROM TOP CORNERS JAMBS - 17112° MAX FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMED) 117 HEAD 3 JAMB ABOVE 3 j 3 MTG. RAG - JAM3 BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMG BELOW MTG. RAIL •• ••. • • . • • • • • •. • • •• • • • • • • • • •• ••• •• *7 • • • ..dux are FJ ME ,�� BY MTh TECHNOLOGY ORME NOKdOH, FL 34278 FX 1/24108 A NO CHANGE THIS MEET e Br ore atsa.der LYE FX 7211X5 J.J. 2123 P.O. BOX 1678 NOIO MIS, FL SUM T Vulbb Bedt e°e.ssre mrc •re ar•r Stan# NTS 9 + 11 4040.20 ANCHORAGE SPACING, STANDARD MEW ALUM. SINGLE HUNG WINDOW, IMPACT B ••� • • • • �r • • • • • • L Omit, P. E. PE #38712 Sbucl utl • • • •• • • • • • • • • • ••• • • • • • • • • •• •• • • • • • • • • • • • • • •• • • • • • • • ••• • ••• • . • ••• • • • • • • • • • • • • ••• • • • • • •• •• • • • •• •• • • ••• • • ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: ANCHOR TYPE: WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE D,E,F,J, Kl D ,E,F,J, K,L D,E,F,J, KL PSF KL PSF D,E,F,J, KL PSF D,E,F,J, KL PSF D ,E,F,J, KL PSF D ,E,F,J, XL WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 M Q N 1 1 1 1 1 1 2 1 79 78 71 z N Q U 1 1 1 1 1 1 1 1 1 79 79 2 1 z ' 0 1 1 1 1 1 1 79 2 1 76 70 2 1 63 22.688 M O N 1 2 1 2 1 2 2 2 2 2 79 79 2 2 71 N z Q U 1 2 1 2 2 2 79 79 z ' 8 1 2 1 2 79 2 2 79 2 2 77 71 64 28211 0 c 1 f+l 1 2 2 3 79 2 2 79 74 z N 0 1 2 1 2 1 2 1 2 2 3 2 3 2 3 z - o 0 1 2 1 3 79 2 3 79 73 88 33.754 0 ( O N Q 1 2 2 3 z N U 1 2 1 2 1 3 2 3 1 3 2 4 3 4 77 2 4 2 4 z P O 1 2 1 3 2 4 79 76 39296 0 N 1 2 1 3 2 4 2 4 2 5 5 U N Q Z 8 1 2 1 2 1 2 2 3 2 4 2 4 U z 8 1 2 1 3 1 3 2 4 2 5 2 5 3 5 44.839 O o 1 3 1 4 2 2 4 2 4 0 z 0 1 2 1 2 1 3 1 3 2 0 z 0 1 3 1 3 1 4 2 4 2 5 3 3 6 2 4 2 5 69 3 6 50.382 1 3 1 3 1 4 2 4 N 0 z 8 1 2 1 3 1 4 2 4 0 z ' 8 1 3 2 5 2 5 2 4 2 6 3 6 2 5 3 7 55.925 0 7$ 1 3 1 3 2 5 3 6 3 6 U N Q U 1 3 1 3 0 — o 0 1 3 1 4 1 5 2 4 2 4 2 5 2 5 2 5 2 6 2 6 3 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE: ANCHOR TYPE:—. o P( } WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 SASH HEIGHT 1 2 2 12.776 N 8 1 1 1 • U 1 1 2 2 1 2 22(2 2 1 2 1 2 2 2 1 2 73 2 212 15.776 2 2 2 79 2 74 2 68 2 63 2 58 2 N 8 1 1 2 2 2 2 2 2 2 8 2 2 78 2 72 2 66 2 18.776 0 } 2 2 3 79 3 72 3 1 2 2 8 2 2 2 3 2 3 3 1 2 1 3 213 2 1 3 3 1 3 21.776 2 2 3 N 2 2 2 8 2 3 3 2 3 3 1 2 1 3 3 1 3 1 3 4 1 3 3 41314 24.778 2 2 3 z N 2 2 2 1 2 2 3 3 3 3 3 1 3 1 3 4 1 3 1 3 4 4 1 3 1 4 27.776 2 2 3 N 2 2 2 1 2 3 3 3 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 513 30.776 2 3 4 2 2 2 8 2 2 3 4 3 3 31.106 (4 2 3 4 2 2 2 2 2 3 ANCHORAGE NOTES: 3 - 812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 17 1/2° MAX FROM TOP CORNERS 11 yr MAX. ABOVE THE MEETING RAIL EP MAX BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 1. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW A WINDOWS ARE 12 5/8' MIN. To 3r MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR Aikk FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIM AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIIVOTEDI HEAD JANE ABOVE MTG. RAIL (FULL DP) HEAD JA143 ABOVE MTG. RAIL A TABLE 8. KEY: MAX. PSF (DP UWITED)p7 JAMB BELOW 2 MTG. RAIL (FULL DP) JAM BELOW NM. RAIL 112 2 2 2 4 2 ArmelIF FX ZS MAX WHEFIEL BY 82E ftteadltp FX Orenell FX Dar DOs Dela Rabble ar.d.d sr NO OHAP62671O3 SHEET 10TO TECHNOLOGY DRIVE NOKOMIS, FL £14276 NCNCOMIS, FL 342/4 ANCHORAGE SPACING, CUSTOM VIEW Tax ALUM. SINGLE HUNG WINDOVV, IMPACT arliatelit I /km 101.6 law • • PE #39712 Shuctumt 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) RONRIBF FJC FJ C Ole WAKE osw• FJC 811/06 Fia Woks B Rom.: A Christi eF J,J EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL T CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK A(SEE NOTE 4) 1/4 MAX SHIM 1 3/8" MIN., 1/4" TAPCONA, °MIN..1 /4" CRETE -FLEX DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE .13? DIA. MIN. x212"NAIL AT CORNERS AND 5' O.G. CONCRETE ANCHOR FH BELOW MEETING RAIL. (SEE NOTE 1 & 3),A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1/4° MAX J SHIM DETAIL F, (HEAD) 000 FRAME 1/4' MAX SHIM 1/4° MAX SHIM ADD WIEGRAL FINAMCHQMOE UPDATE& REORDER NOTES. ADD NOTES 7. UPDATE CONORE7E EMBEDMENT ADD NOTE 6 RE RAT MAD ANOHDR& 1070 TECHNOLOGY DRIVE NOKOMS, 8.34275 P.O. BMX 1525 MOMS, F1.34774 WOOD ANCHOR (SEE NOTE 2 & 3)® 1 318' MIN. d-Alk 1/4" MAX SHIM 1318" MN. 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE .131" DIA. MIN. x 2112" NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY. USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 114" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. 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 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -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. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPUCATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. .1 :14NN1'i ;d «e141hot 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING/ RAIL. (SEE NOTE 2 & 3) WOOD FRAME .131° DIA MIN. x 2 12" NAIL, AT CORNERS AND 5° O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR fn DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT errat•e lelett 5/470? I BITS I 11 u 11 1/4' MAX SHIM 001) FRAME 4040 -20 11 •• ••• • • • • • • • • •• • • • • • • • • • • • • • • •• ••• •• • • • • • •• • • • • • • • • • ••• • • • • • • • • •• •• • • • • • • • • •• •• • • ••. • • • • • • • • • • Robert L Ckok, P.E. 5E1233712 RTu•uraI • • • • • • • i .• • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • ••• • •• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • . • • • 1 • •••• • • • • •• •• • •w• • ••• • • • • • • • • •• • • • • •• • • MIArvH -I,ADD COUNTY. gWRIDA METRO -DADE $LAGLERIJiPIING 140 WEST FLAGYSZREET,,SUvE 1603 MIAMI, FLORIDU 041=1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildinecode NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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. PROVAL DOCUMENT: Drawmg No. 7045 -- , titled Alum num Casement Window, Non - Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "B" dated 10/17/05, 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.09 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. • • • • • • • • • • • •• • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE. SUBMIT • .• • .• • E -1 • • • • • • •G•• • • •• • • • •• • • • • • •••• • • • • • •••• • •• • • • • • • • • •• • •• •• • • •..• • • • . •• •. A. DRAWINGS • • • • 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact ", sheets 1 through 12 of 12, dated 12/12/02 with revision "B" dated 10/17/05, 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, Loading 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 a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3579 dated 10 /03 /02, signed and sealed by Joseph A. Chan, P.E. (Submitted wader NOA# 02- 1219.05) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3583 dated 10/03/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02- 1219.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3585 dated 10/08/02, signed and sealed by Joseph A. Chan, P E (Submitted wader NOA# 02- 1219.05) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3588 dated 10/08/02, signed and sealed by Joseph A. Chan, P.E. (Submitted wader NOA# 02-1219.05) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3584 dated 10/03/02, signed and sealed by Joseph A. Chan, P E (Submitted under NOA# 02- 1219.05) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3591 dated 10/09/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02- 1219.05) Manuel Per Product Control E NOA No. 0 Expiration Date: April 24, 2013 Approval Date: May 15, 2008 • • • • • • • • • • PGT Industries E -2 • • . . • • •..• • • .•• • •.• • • • •• • • • • • •• • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT • • • • . • • • •••• • •. •. • • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • •••• 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P E (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 12/11/02, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 12/11/02, signed and sealed by Lucas A. Tumer, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.09, issued to PGT Industries for their Series "640" Outswing Aluminum Casement Window — N.I., approved on 02/23/06, and expiring on 04/24/08. Manuel Pe.: .E. Product Control xa ' - er NOA No. 0'r 17.12 Expiration Date: April 24, 2013 Approval Date: May 15, 2008 • .• • • • • • • • • NOTES: NON - IMPACT WINDOWS 1. GLAZING OPTIONS: A. 3116" ANNEALED GLASS 2 " 1. G LASS - (VW EALED, 1/4" SPACE, 1/8" ANNEALED) D. 1/8" ANNEALED (DSB) GLASS 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 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 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 5. F. FOR 444 °XOX" & "0" CONFIGURATIONS SEE SHEET 6. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 8. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 2, 3 AND 12 FOR ADDITIONAL • r - I. d SEE SHEET 12 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE-FM( MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 8. SEE SHEETS 4 THROUGH 8 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. F.K 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. • 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, FTL -3584, FTL-3585, FTL-3586, FTL-3588, FTL-3590 & FTL -3591. REPAIVIS D. 110 030. . F.K 3 A REVISE ANCHORAGE NOTE Rwneer a»: R FK 10/17/05 0 REVISE DP NOT E 3 AND ANCHORAGE NOTE 4. Rom By De": sr Dols 12/02 R( trrea01 1070 TECiiNOLOGYDRIVE NOKOMIS, FL 24275 P.O. BOX 1529 NOKOMIS FL 34274 x } 0 x 0 CONFIGURATIONS OPTIONS 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 1/8" ANNEALED (DSB), 3/16" ANNEALED OR 3/16" TEMPERED GLASS 1/2" I.G. GLASS 1/8"A,1/4" SPACE,1 /8 "A) - 1 PST Visibly Better r 0 1/2" I.G. GLAZIN DETAIL .650" NOM. GLASS BITE 1/8° OR 3/16" GLAZING DETAIL .650" NOM. F GLASS BITE CD 1 NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT NTSI 1 « 12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 DESIGN PRESSURE TABLES 4-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 7045 B IllesucrIVINGOD [idfi j /-2. /ctiS • • • • •• • • Lune F Turret, P.E. PE #58201 Mechm Ical • •• ••• • • -• • • • • • • • ••• • • ••• • • • • • • 11,7 s • • • • • • • • • • • ••• • • • • • • • •• • • • • •• • • • • • • •1 • • •• • • • • • • • • • • • •• • • • ••• ••• • • • • • • • • • • • • • •• ••' CENTERLINE 1 1/2" es: Ore: F.K. 12112/02 1 1/2" ANCHOR LOCATION TYP. 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. are: 3 av: 10717/75 aac 4" MAX. f 4" MAX. A REVISE ANCHORAGE B NO CHANGE ?MS SHEET an+mns or°omder. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 7" 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. 80" MAX. FIXED 4" MAX. 1070 TECHNOLOGY DRIVE NOKOMtS, FL 34276 P.D. OQX 1626 NOXOMI$ Ft 34274 SEE MID -SPAN ANCHOR DETAIL TYP. (2) PST Visibly Better SEE MEETING RAIL DETAIL r TYP. (2) 13" MAX. O.C. 4° MAX. 30" MAX. DAYLIGHT - OPENING ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) 4" MAX. -4 1- -I-14 1/2" MAX. O.C. TYP., 56' MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 'XX" & "XOX" ELEVATIONS 74" MAX. WIDTH 30" MAX: DAYLIGHT OPENING ELEVATION 'B" - 63" HIGH °XX" (SEE SHEET 5 FOR PRESSURES) ALUMINUM CASEMENT WINDOW, NON - IMPACT 0 NTS 2 12 1 7045-9 B 56' M AX. DAYLIGHT OPENING 63" MAX. HEIGHT IIMMUCTIRINIWO ( /v5 •• • • • ... • • • •• • • • • • • • • Lucas A. Turner, P.E. PE 858201 Mechanical •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• • • • ••• • • • • • • • • • • -• • • • • • • ••• • • • • • • 1 • • • • 4 • • • •• 1 • • •• • 1 • • ••• ••• • • • • • • • • • • • • • •• •• SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 4" MAX. R""447 RK F.K r , =9* 13" MAX. O.C. F.K. 0* 3711/0+ 1677105 32" MAX. WIDTH 25° MAX. DAYLIGHT OPE ING HEAD rl< SILL ONLY Qatar 12/12/02 gramma aom°sr Flevisatava A REVISE ANCHORAGE Re.mma • NO CHANGE THIS SHEET Dater 65" MAX. DAYLIGHT OPENING I I 14112" 4" MAX. —.-I 4_- MAX. O.G. ELEVATION "C" - 72 HIGH °X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72° HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 72° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. i 4° MAX 4" MAX. 1 j 37" MAX. WIDTH 30° MAX [ -DAYLIGHT.- OPENING � �T X 070 TECHNOLOGY DRIVE NOKOMIS, R 34275 P.O. box 1529 NOKOMISS, FL 34274 Visibly Better 56" MAX DAYLIGHT OPENING 14112" MAX. O.C. ELEVATION "D" - 63° HIGH "X" (SEE SHEET 4 FOR PRESSURES) or MAX. WIDTH 30° MAX. 53° MAX. DAYLIGHT DAYLIGHT OPENING OPENING 63" MAX. HEIGHT 56" MAX DAYLIGHT OPENING 63 ° HE! 13" MAX. O.C. T 4" MAX 13° MAX. O.C. 14112° MAX. O.C. VENT 4" MAX 37" MAX VEnT 60" MAX. FIXED ELEVATION "F" - 63° HIGH "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX — O.C. 4" MAX. X" "O" "XO° & "OX" ELEVATIONS mrftlaama 18"' NTS 1 a 12 I 7045.9 60" MAX. WIDTH 53° MAX. DAYLIGHT OPENING 0 4" MAX. --.I L ELEVATION °E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) --- x-- 13° MAX. O.C. SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) SEE MEETING GHT RAIL DETAIL SHT. 2 TYP. (2) ALUMINUM CASEMENT WINDOW, NON- IMPACT B PRODUCE" MCWRIP •+ ca"a9 1 3'tm8 rdth POOldt A - : A:• 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT eeolsucT REVISED QI.1 Ob- • -O 13 • • •• • • •- • • • • • • •• • • • • • • • • Lucas 5, Tumor, P.E. PE 968201 Dechanicg •. • • • • ••• • • • • • • • • • • • • • • • • •1 • • • • •• 1 • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • •• • • • ••• • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3579, FTL -3581, FTL -3585, FTL -3588, FTL -3590, FTL -3591 GLAZING OPTIONS: A. 3/16" ANNEALED c. 6` T " ER C. 12" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "X" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 ' 63.000 66.000 69.000 72.000 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 604 A -120.0 76.7 -120.0 76.7 -120.0 76.7 1 119.5 76.7 -112.0 76.7 -97.5 76.7 -91.3 76.7 -84.3 7 6.7 -79.0 7 6.7 -74.3 74.3 -70.1 70.1 - 66.4 66.4 - 63.1 63.1 -60.0 19.125 my -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7`��r, 7 -189.8 M.7 1 3.7 -167.2 76.7 -157.8 76,7 -149.4 76.7 -141.9 78.7 -135.1 76.7 - 135.0 76.7 -135.0 76.7 -135.0 76.7 -133.3 76.7 -123.0 76.7 -112.0 76.7 -104.8 78.7 -96.9, 76.7 -90.7 M.7 -85.3 76.7 -80.6 76.7 - 66.4 66.4 - 63.1 63.1 -60.0 60.0 -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.2 -71.1 71.1 -71.1 71.1 -66.4 66.4 -62.2 62.2 -58.6 58.6 -55.3 55.3 -52.4 52.4 -49.8 49.8 24.000 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -160.0 76.7 -160.0 n.7 -149.3 76.7 -140.0 76.7 -131.8 76.7 -124.4 76.7 -117.9 76.7 -112.0 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 -(34.6 64.6 -61.1 61.1 - 58.8 58.8 -55.3 55.3 -52.4 52.4 -49.8 49.8 A -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -71.5 71,4 -66.5 66.4 -81.0 60.9 -58.S 58.3 -57.9 57.9 - 54.4 54.4 -51.3 51.3 - 48.5 48.5 -46.0 46.0 26.500 30.000 32.000 col oIQImIUI<I U Q -175.5 78.7 -175.5 76.7 -175.5 76.7 -175.5 78.7 -175.5 76.7 -160.9 78.7 -149.6 76.7 -137.2 M.7 -131.2 73.7 01 11101 01 <+)I-.N 0110 t1 76.7 51.5 48.8 76.7 48.3 46.7 76.7 48.6 44.0 (1) m r- oe I O If) cRie g1 i it ca ap 76.7 -115.4 76.7 -109.2 78.7 -103.6 76.7 -97.5 76.7 -97.5 76.7 -97.5 76.7 -94.4 76.7 -82.5 76.7 -71.1 71.1 -66.6 68.6 ).9 5.5 49.6 -47.5 47.5 - 45.745.7 - 44.5 44.5 -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 - 60.860.8 - 60.8 60.8 - 60.8 60.8 - 3.6 -; 2.3 45.7 -45.5 45.5 - 44.2 44.2 - 41.9 -139.4 76.7 -138.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 , 76.7 -136.9 76.7 -136.9 76.7 -1. 3.7 -1 3.7 76.7 -102.4 78.7 -99.8 76.7 -94.3 73.4 _ -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 - 63.0 63.0 P.2 -52.5 5Z5 45.5 -42.4 42.4 -40.2 40.2 - 38.3 38.3 -55.4 55.4 -53.5 53.5 - 53.5 53.5 - 53.5 -53.5 53.5 - 53.5 53.5 -53.5 53.5 -52.9 52.9 49.4 49.4 43.8 : -40.0 40.0 - 40.0 40.0 -39.0 39.0 _124.7 76.7 120.4 76.7 -120.3 76.7 -120.3 76.7 120.3 76.7 120.3 76.7 120.3 76.7 -120.3 M.7 1 3.7 76.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 69.3 69.3 - 66.9 66.9 - 66.8 66.8 -66.8 66.8 - 66.8 66.8 -65.8 65.6 -61.6 61.6 3.1 -51.1 51.1 45.9 - 40.0 40.0 -39.3 39.3 -36.2 36.2 -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 41.1 PRODUCT PENTA ED Flortik 41 : - • i ,,.,.., t is c ' 34.000 B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 M.7 -106.6 M.7 76.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -592 59.2 -59.2 59.2 -55.7 55.7 -52.1 52.1 49.0 42.1 73.9 46.2 38.7 71.1 36.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3. -42.3 42.3 -42.3 42.3 B -103.0 76.7 -96,9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 C -57.2 57.2 - 53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 48.5 45.7 39.2 A -43.9 43.9 -41.1 41.1 - 40.0 40.0 X0.0 40.0 - 40.0 40.0 -40.0 40.0 - 40.0 40.0 - 40.0 40.0 -40.0 40.0 40.0 37.000 B -98.7 78.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.01 70.01 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 C - 54:8 54.8 -51.4 51.4 - 50.0 50.0 - 50.0 50.0 -50.0 50.0 - 50.0 50.0 - 50.0 50.0 -50.0 50.0 - 50.0 50.0 48.1 45.2 COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL -3588 GLAZING OPTION: D. 1/8" ANNEALED ti 4 -I I2' ±' L,-- . ,/a a . � - •• ••• • • • "7C" WIDTH 19.125 HEIGHT 26.000 31.000 38.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS - NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -57.6 57.6 -57.6 57.6 -57.8 57.6 -57.6 57.6 -57.6 571 - 53.8 53.8 - 50.4 - 46.5 46.5 - 43.6 43.6 -41.0 41.0 38.7 38.7 21.500 24.000 26.500 - 45.8 45.6 -45.6 45.6 -45.6 45.6 - 45.6 45.6 -45.6 45.6 - 45.6 45.6 - 45.6 45.6 -42.5 42.5 -39.8 39.8 -37.4 37.4 -35.2 35.2 - 38.6 36.6 - 36.6 36.6 - 38.6 36.6 - 36.6 36.6 -36.6 36.6 - 36.6 36.6 - 38.6 36.6 -36.6 36.6 -35.9 35.9 - 33.9 33.9 -32.3 32.3 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 -30.0 30.0_ -28.7 28.7 -27.5 27.5 X NOTES: ® • • •• e • •: j f A r/05- • • • • • : • • • • • • , • • LUCAS PE 454201 P.E M�,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. F.K � 1/03 X - -• - - L1.1 ADDED NOTE' 1070 TECHNOLOGY DRIVE NOKOMB. FL 30279 P.O. BOX 1529 NOXOMIS, FL 34274 PRESSURES- X CONFIG. WINDOWS A..a' FK rukc 10/17105 REIRSEANCHOR4QE NDTE .. ALUMINUM CASEMENT WINDOW, NON - IMPACT �°"� bob. 1 t FK Ose. 12/2/02 v im: I Visibly Better s"rwnwr CA-040 I " NTS sn.": 4 0 12 0..:,w "x 7045 -9 aa� B • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • • •• • • • 000 • • • ••• • • • • • 1 • • • • • • • •• • • •• • • • • ••• • • • • • • •• • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3579, FTL -3590, FTL3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED HEIGHT C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "" WIDTH 37.000 43.000 48.000 53.125 57.000 80.000 64.000 68.000 72.000 74.000 A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C 28.000 NEG -120.0 -210.0 -135.0 -118.5 -210.0 -135.0 -95.1 -210.0 -118.8 -77.6 -174.7 -97.1 -67.9 -152.9 -84.9 -61.9 -139.4 -77.4 -55.4 -124.7 -69.3 -50.1 -112.8 -62.7 -45.8 -103.0 -57.2 -43.9 -98.7 -54.8 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 67.9 76.7 76.7 61.9 76.7 76.7 55.4 76.7 69.3 50.1 76.7 62.7 45.8 76.7 57.2 43.9 76.7 54.8 31.000 NEG -120.0 -210.0 -135.0 -118.5 -210.0 -135.0 -95.1 -210.0 -118.8 -77.6 -174.6 -97.0 -87.4 -151.7 -84.3 -60.8 -136.9 -76.1 -53.5 -120.4 -66.9 -47.7 -107.4 -59.7 -43.1 -96.9 -53.9 -41.1 -92.4 -51.4 POS 76.7 76.7 76.7 76.7 76.7 76.7 76:7 76.7 76.7 76.7 76.7 76.7 67.4 76.7 76.7 60.8 78.7 78.1 53.5 76.7 66.9 47.7 76.7 59.7 43.1 75.4 53.9 41.1 71.9 51.4 36.000 NEG -120.0 -210.0 -135.0 -118.5 -210.0 -119.3 -95.1 -210.0 -109.1 -77.6 -174.6 -97.0 -67.4 -151.7 -84.3 -60.8 -136.9 -78.1 -53.5 -120.3 -66.8 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.1 -50.0 POS 76.7 76.7 76.7 78.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 67.4 78.7 76.7 60.8 76.7 76.1 53.5 76.7 68.8 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.1 50.0 38.375 NEG -120.0 -210.0 -135.0 -110.9 -210.0 -110.4 -95.1 -210.0 -100.0 -77.6 -174.6 -94.3 -67.4 -151.7 -84.3 -60.8 -136.9 -76.1 -53.5 -120.3 -66.8 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 76.7 67.4 76.7 76.7 60.8 76.7 76.1 53.5 78.7 66.8 47.4 78.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 43.000 NEG -105.5 -210.0 -131.9 -95.0 -210.0 -97.5 -88.5 -199.2 -85.4 -77.6 -174.8 -82.4 -67.4 -151.7 -80.5 -60.8 -136.9 -78.1 -53.5 -120.3 -66.8 -47.4 -106.6 -59.2 -42.3 -95:1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.7 78.7 76.7 76.7 76.7 78.7 67.4 76.7 78.7 60.8 76.7 76.1 53.5 76.7 66.8 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 48.000 NEG -91.9 -206.7 -114.8 -82.2 -185.0 -88.7 -76.2 -171.5 -75.9 -71.4 -160.7 -71.0 -67.4 -151.7 -69.0 -60.8 -136.9 -67.9 -53.5 -120.3 -85.6 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 76.7 76.7 76.2 76.7 75.9 71.4 78.7 71.0 67.4 76.7 89.0 60.8 76.7 67.9 53.5 76.7 65.6 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 50.625 NEG -86.0 -193.6 -107.6 -76.8 -172.8 -85.9 -71.0 -159.9 -70.7 -66.4 -149.4 -66.4 -63.5 -142.9 -64.3 -60.8 -136.9 -63.0 -53.5 -120.3 -61.6 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 76.7 76.7 71.0 76.7 70.7 66.4 78.7 66.4 83.5 76.7 84.3 60.8 76.7 63.0 53.5 76.7 61.6 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 54.000 NEG -79.6 -179.0 -99.4 -70.8 -159.4 -84.0 -65.3 -147.0 -67.6 -60.9 -137.0 -60.8 -58.1 -130.8 -58.6 -55.6 -126.7 -57.2 -120.3 -56.1 -47.4 -106.6 -55.7 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 70.8 76.7 76.7 65.3 76.7 67.6 60.9 76.7 60.8 58.1 76.7 58.6 55.6 57.2 52.9 76.7 56.1 47.4 55.7 42.3 73.9 52.8 40.0 70.0 50.0 57.000 NEG -167.7 -93.2 -66.2 -149.0 -82.4 -61.0 -137.2 -64.6 -56.7 -127.6 -55.4 -54.1 -121.6 -53.7 -52.3 -117.6 -52.5 -49.4 -112.9 -51.1 -47.1 -52.1 -42.3 -95.1 -51.4 -40.0 -90.0 POS 74.6 76.7 76.7 66.2 61.0 76.7 64.6 56.7 76.7 55.4 54.1 76.7 53.7 52.3 52.5 49.4 76.7 51.1 47.1 76.7 52.1 42.3 73.9 ,51.4 40.0 50.0 60.000 NEG -70.1 -157.8 -87.7 -62.2 -139.9 -77.7 -57.2 -128.6 -61.1 -53.1 -119.4 -51.5 -50.5 -113.6 -48.8 -48.3 -105.2 -48.6 -44.0 -101.4 -49.0 -42.1 -95.1 -48.5 -40.0 -90.0 -48.1 POS 70.1 76.7 76.7 62.2 78.7 76.7 57.2 76.7 53.1 76.7 51.5 50.5 76.7 49.5 48.8 76.7 48.3 48.6 76.7 49.0 42.1 73.9 48.5 40.0 70.0 48.1 63.000 NEG -66.2 -149.0 -82.8 -58.6 -131.9 -13.3 -53.8 -121.1 -58.8 -49.9 -112.2 -49.4 -47.4 -45.8 -45.7 -102.9 -45.5 -43.8 -98.5 -45.9 -41.1 -94.7 -46.2 -39.7 -91.5 -39.2 -90.0 -45.2 POS 76.7 76.7 58.6 76.7 53.8 76.7 49.9 76.7 49.4 47.4 76.7 45.7 76.7 45.5 43.8 76.6 45.9 41.1 73.7 46.2 39.7 71.1 45.7 39.2 70.0 45.2 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, 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. Am. sr Met FA 3111/03 RftWaw Mae Cbactoder Ilskr tame ar ar EK 8 REVISE ANCHORAGE NOTE 070 TECHNOLOGY DRIVE 1408cmas, FL 34275 P.O. 60X 1523 NOMA FL 34274 Visib& Better PRESSURES- XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON-IMPACT 144.4ardo ISaarc facet (4.40. R. CA-640 NTS 5 12 7045-9 PRODUCT RENEWED AMIltimm, 0014%0: • Lucas A. Tumor, PR PE 558201 Mechanical • • • • COMPARATIVE ANALYSIS TABLE 4. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "0" WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 "XOX" WIDTH 72.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 A s C A B C A B C A B C A B C A 8 C A B C A B C A B C A B C A B C A B C A B C HEIGHT 28.000 31.000 NEG -90.3 -210.0 -90.3 -86.5 -210.0 -86.5 -78.4 -210.0 -78.4 -71.6 -210.0 -71.6 -64.9 -194.7 -64.9 -59.3 -178.0 -59.3 -55.4 -166.2 -55.4 -51.7 -155.0 -51.7 -50.7 -152.0 -50.7 -48.9 -146.6 -48.9 -47.2 -141.6 - 47.2 -45.6 -136.9 -45.6 -44.2 -132.6 -44.2 POS NEG 76.7 -85.0 76.7 -210.0 76.7 76.7 76.7 76.7 76.7 76.7 76.7 71.6 76.7 71.6 64.9 76.7 64.9 59.3 76.7 59.3 55.4 76.7 55.4 51.7 76.7 -85.0 -81.0 -210.0 -81.0 -72.6 -210.0 -72.6 -65.7 -197.2 -65.7 -59.0 -177.1 -59.0 -53.6 -160.8 -53.6 -49.8 -149.3 -49.8 -46.2 -138.7 -46.2 51.7. -45.2 76.7 -125.9 76.7 -135.7 50.7 -45.2 48.9 -43.5 76.7 -130.6 48.9 -43.5 47.2 -42.0 47.2 -42.0 45.8 -40.5 78.7 -121.5 45.6 -40.5 44.2 -39.1 76.7 -117.4 44.2 -39.1 POS 76.7 76.7 76.7 76.7 76.7 76.7 72.6 76.7 72.6 65.7 76.7 65.7 59.0 76.7 59.0 53.6 76.7 53.6 49.8 76.7 49.8 46.2 76.7 46.2 45.2 78.7 45.2 43.5 76.7 43.5 42.0 76.7 42.0 40.5 76.7 40.5 39.1 76.7 39.1 36.000 NEG -76.1 -210.0 -83.3 -73.8 -210.0 -78.9 -68.8 -209.3 -69.8 -62.5 -187.5 -62.5 -55.6 -166.7 -55.6 -50.0 -150.0 -50.0 -46.2 -138.5 -46.2 -42.6 -127.9 -42.6 -41.7 -125.0 -41.7 -40.0 -120.0 -40.0 -38.5 -115.4 -38.5 -37.0 -111.1 -37.0 -35.7 -107.1 -35.7 POS 76.1 76.7 76.7 73.8 76.7 76.7 68.8 76.7 69.8 62.5 76.7 62.5 55.8 76.7 55.6 60.0 76.7 50.0 46.2 76.7 46.2 42.6 76.7 42.6 41.7 76.7 41.7 40.0 76.7 40.0 38.5 76.7 38.5 37.0 76.7 37.0 35.7 76.7 35.7 38.375 NEG -70.7 -210.0 -79.3 -69.3 -210.0 -77.8 -66.0 -207.8 -69.3 -61.7 -185.1 -61.7 -54.5 -163.5 -54.5 -48.8 -148.5 -48.8 -44.9 -134.8 -44.9 -41.4 -124.2 -41.4 -40.4 -121.3 -40.4 -38.8 -116.3 -38.8 -37.2 -111.6 -37.2 -35.8 -107.4 -35.8 -34.5 -103.4 -34.5 POS 70.7 76.7 76.7 69.3 76.7 76.7 66.0 76.7 69.3 61.7 76.7 81.7 54.5 76.7 54.5 48.8 76.7 48.8 44.9 76.7 44.9 41.4 76.7 41.4 40.4 76.7 40.4 38.8 76.7 38.8 37.2 76.7 37.2 35.8 76.7 35.8 34.5 78.7 34.5 43.000 NEG -63.2 -210.0 -69.3 -61.8 -210.0 -68.7 -58.9 -207.5 -66.6 -58.1 -183.7 -61.2 -52.8 -160.3 -53.4 -47.4 -142.2 -47.4 -43.3 -129.9 -43.3 -39.6 -118.9 -39.6 -38.6 -115.9 -38.6 -36.9 -110.8 -36.9 -35.4 -106.1 -35.4 -33.9 -101.8 -33.9 -32.6 -97.9 -32.6 POS. 63.2 76.7 69.3 61.8 76.7 68.7 58.9 76.7 86.5 56.1 76.7 61.2 52.8 76.7 53.4 47.4 76.7 47.4 43.3 76.7 43.3 39.8 76.7 39.6 38.6 76.7 38.6 36.9 76.7 36.9 35.4 76.7 35.4 33.9 76.7 33.9 32.6 76.1 32.6 48.000 NEG -55.6 -183.2 -61.1 -54.5 -180.5 -60.2 -51.9 -174.6 -58.2 -50.2 -169.9 -55.7 -48.1 -160.0 -52.9 -46.4 -140.6 -46.9 -42.5 -127.4 -42.5 -38.5 -115.6 -38.5 -37.5 -112.5 -37.5 -35.7 -107.1 -35.7 -34.1 -102.3 -34.1 -32.6 -97.8 -32.6 -31.3 -93.8 -31.3 POS 55.6 76.7 61.1 54.5 76.7 60.2 51.9 76.7 50.2 76.7 48.1 76.7 52.9 46.4 76.7 46.9 42.5 76.7 42.5 38.5 76.7 38.5 76.7 37.5 35.7 76.7 35.7 34.1 76.7 34.1 32.6 76.1 32.6 31.3 72.9 31.3 50.625 NEG -52.1 -169.7 -51.0 -167.0 -55.7 -49.2 -161.2 -47.3 -52.1 -45.6 -151.7 -50.5 -43.8 -140.6 -46.9 -42.3 -127.0 -42.3 -38.3 -114.8 -38.3 -37.2 -111.5 -37.2 -106.0 -35.3 -33.7 -101.0 -33.7 -32.1 -96.4 -32.1 -30.8 -92.3 -30.8 POS 52.1 76.7 51.0 76.7 55.7 49.2 76.7 47.3 76.7 52.1 45.6 76.7 50.5 43.8 76.7 ,46.9 42.3 76.7 42.3 38.3 76.7 38.3 37.2 76.7 37.2 35.3 76.7 33.7 76.7 33.7 32.1 32.1 30.8 71.8 54.000 NEG -48.4 -51.7 -47.5 -152.4 -50.8 -146.7 -48.9 -44.2 -141.9 -42.4 -137.2 -45.7 -41.1 -133.3 -44.4 -39.9 -127.0 -42.3 -38.2 -114.5 -38.2 -37.0 -111.1 -37.0 -35.1 -105.3 -35.1 -33.3 -100.0 -33.3 -31.7 -95.2 -31.7 -30.3 -90.9 -30.3 POS 48.4 76.7 51.7 .47.5 76.7 50.8 45.5 48.9 44.2 76.7 47.3 42.4 76.7 45.7 76.7 44.4 39.9 76.7 42.3 38.2 76.7 38.2 37.0 76.7 37.0 35.1 76.7 35.1 76.7 33.3 31.7 74.1 31.7 30.3 70.7 30.3 57.000 NEG -143.9 -48.0 -44.4 -141.4 -47.1 -42.8 -135.9 -45.3 -41.5 -131.2 -43.7 -40.1 -126.4 -42.1 -38.9 -122.5 -40.8 -37.7 -119.8 -36.6 -114.5 -37.9 -36.2 -111.1 -37.0 -35.1 -105.2 -35.1 -33.2 -99.7 -33.2 -31.6 -94.7 -31.6 -30.1 -90.2 -30.1 POS 45.3 76.7 48.0 76.7 47.1 42.8 76.7 45.3 41.5 76.7 40.1 76.7 42.1 38.9 40.8 37.7 76.7 39.9 36.6 37.9 36.2 35.1 35.1 33.2 76.7 33.2 31.6 73.7 31.6 30.1 70.2 30.1 60.000 NEG -42.1 -134.3 -44.8 -41.6 -131.9 -44.0 -40.3 -126.5 -42.2 -39.1 -121.9 -40.6 -38.2 -36.9 -113.3 -37.8 -110.6 -36.9 -34.7 -108.1 , -35.8 -107.5 -35.3 -33.6 -105.2 -34.4 -33.0 -99.7 , -33.2 -31.6 -94.7 -31.6 -30.0 -90.0 -30.0 POS 76.7 44.8 76.7 44.0 40.3 76.7 42.2 39.1 40.6 38.2 76.7 39.1 36.9 78.7 37.8 76.7 38.9 76.7 35.8 34.3 35.3 33.6 76.7 34.4 33.0 76.7 33.2 31.6 73.6 31.6 30.0 70.0 30.0 63.000 NEG -39.7 -125.9 -42.0 -39.2 -123.6 -41.2 -37.8 -118.4 -39.5 -37.3 -113.9 -38.0 -36.4 -109.3 -36.4 -35.1 -35.1 -34.0 -102.7 -34.2 -32.8 -100.2 -32.5 -33.2 -98.3 -32.8 -31.4 -97.3 -31.9 -30.8 -94.7 -31.0 -30.0 -90.0 -30.0 POS 39.7 76.7 42.0 39.2 76.7 41.2 37.8 76.7 37.3 76.7 38.0 38.4 76.7 35.1 76.7 35.1 34.0 76.7 34.2 32.8 76.7 33.4 76.7 33.2 32.0 76.5 32.8 31.4 75.6 31.9 30.8 73.6 31.0 30.0 70.0 30.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, 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. 1 4 1 2 1 4 PRODUCT RENEWED Actegtmrs3 11 • • 11 Az, tia Kevs0 By gated fly: Oman 8y Mat 3/11/03 A Rea Wens ADDEO NOTE REVISE ANCHORAGE NOTE Paw 1070 TECHNOLOGY ORNE NOKOMIS; FL 30275 P.O. EIOX 1529 NOKOMIS, FL 34274 Pi GT_ Visibly Batter ALUMINUM CASEMENT WINDOW, NON-1MPACT NTS Kea 6 12 Caortnp 7045-9 Lucas A Tumor, P.E PE 0E6201 Mechanical • • • • • • COMPARATIVE ANALYSIS TABLE 5. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS - TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (118" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XO" WIDTH "XOX" .WIDTH HEIGHT 26.000 31. 000 36. 000 38 .375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG'POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -120.0 76.7 - 120.076.7 -109.9 76.7 -101.0 76.7 ' -87.1 76.7 -75.9 75.9 -71.1 71.1 - 65.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 76.7 -173.8 76.7 -164.1 76.7 C -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 - 65.7 65.7 -61.6 81.6 -57.9 57.9 - 54.7 54.7 48.000 72.000 A -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 - 44.4 44.4 B -210.0 76.7 -210.0 76,7 -210.0 ' 76.7 -210.0 76.7 -210.0 76.7 -188.9 76.7 -176.0 76.7 -161.9 76.7 -151.1 76.7 -141.7 76.7 -133.3 76.7 C -71.3 - 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 - 50.4 50.4 -47.2 47.2 - 44.4 44.4 49.333 A -67.5 '67.5 a -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 - 46.3 46.3 - 43.5 43.5 74.000 B -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -185.5 76.7 -172.8 '76.7 -158.8 76.7 -148,1 '76.7 -138.8 76.7 -130.6 76.7 C -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 87.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 - 48.3 46.3 - 43.5 43.5 53.125 79.688 A - 58.2 `58.2 -58.2 68.2 - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 -54.8 54.8 -50.3 50.3 48.8 46.8 - 43.8 43.8 -41.2 41.2 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.6 78.7 -174.6 76.7 -174.6 76.7 -164.5 78.7 -150.9 76.7 -140.5 76.7 -131.5 78.7 -123.8 76.7 C - 58.2 58.2 - 58.2 58.2 -58.2 56.2 - 58.2 58.2 -58.2 58.2 - 58.2 58.2 - 54.8 54.8 -50.3 50.3 - 46.8 46.8 -43.8 43.8 -41.2 41.2 _ 56.000 84.000 A -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 - 48.6 48.6 -45.2 45.2 -42.2 42.2 - 39.6 39.6 B - 158.0 78.7 -157.2 76.7 -157.2 76.7 -1572 76.7 -157.2 76.7 -157.2 78.7 -157.2 78.7 -145.7 76.7 -135.5 78.7 -128.7 76.7 -118.9 78.7 C -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 - 45.2 45.2 -42.2 42.2 -39.6 39.6 60.000 90.000 A -48.5 46.5 -.45.6 45.6 - 45.6 45.8 - 45.6 45.6 -45.6 45.6 -45.6 45.6 -45.8 45.6 -45.8 45.6 - 43.2 432 -40.3 40.3 -37.8 37.8 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -138.9 76.7 -136.9 76.7 -129.5 76.7 -120.9 76.7 -113.3 76.7 C - 48.5 46.5 45.6 45.6 - 45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 - 43.2 43.2 - 40.3 40.3 -37.8 37.8 64.000 96.000 A -41.6 41.6 -40.1 40.1 -40.1 40.1 - 40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 40.1 40.1 -40.1 40.1 -38.6 38.6 - 36.2 36.2 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 -108.5 76.7 C -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 - 40.1 40.1 - 40.1 40.1 -40.1 40.1 - 38.6 38.6 - 36.2 36.2 67.333 101.000 A - 38.2 38.2 � - 36.5 36.5 - 36.2 36.2 -36.2 36.2 - 36.2 36.2 -362 36.2 -36.2 36.2 - 36.2 38.2 -36.2 36.2 - 36.2 36.2 -35.0 35.0 B -114.6 78.7 -109.4 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -105.0 76.7 C -38.2 38.2 - 36.5 36.5 -36.2 36.2 - 36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 - 36.2 36.2 - 36.2 36.2 - 35.0 35.0 70.917 106.375 A -35.2 35.2 � - 33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.f - 32.7 32.7 -32.7 32.7 - 32.7 32.7 - 32.7 32.7 - 32.7 32.7 B -105.5 76.7 -99.6 76.7 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 C -35.2 35.2 - 33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 - 32.7 32.7 - 32.7 32.7 - 32.7 32.7 72.000 108.000 A - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 C - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 74.000 111.000 A -32.9 32.9 _ - 30.8 30.8 - 30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 -30.0 30.0 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -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 C -32.9 32.9 -30.8 30.8 -30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 -30.0 30.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, 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. amdar mt. F.K. 3/11/03 A ADDED NOTE aaw9y. 9a. RerafOe.Y F.K. 10/17/05 B REWSE ANCHORAGE NOTE 1070 TECHNOLOGY DRIVE 501(0 5, FL 34275 P.O. BOX 1529 NOXOMI9. FL 342.74 Visibly Better 0.4.540 amc s_ NTS 7 . 12 beuy 70.15-9 •• • • • • • •• • •• • • • • S• • • PRESSURES- XO, OX & 1/3- 1/3 -113 XOXPILVDpl1 ALUMINUM CASEMENT WINDOW, NON-IMPACT B ••• • • • • • • • • • • • • • •• •• 0 00 • • 1 3 X 1 3 0 3 X X 0 0 X reasucterame m ecollalbaladiss • • • • • • •S • • • • f • • • • • • �S}, • • fr • ( { /2f /Gj • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • ••• a Lucas A. Turner, P.E. PE 998201 Mechem:ar • • • • • • • • • • ••• • • • • • • • • • •• •• COMPARATIVE ANALYSIS TABLE 6. "XO" or "OX" & "X0X" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579 FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2"1.0. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XOX" WIDTH 69.284 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 VENT WIDTH 19.125 24.000 26.500 30.000 32.000 33.887 34.000 34.791 35.898 36.000 37.000 FIXED WIDTH 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 A B C B C A B C A B C A B C A B C A B C A B C A B C A B C A B HEIGHT 26.000 NEG -112.3 -210.0 -112.3 -71.3 -210.0 -71.3 -58.5 -175.5 -58.5 -46.5 -139.4 -46.5 -41.6 -124.7 -41.6 -382 -114.6 -38.2 -37.6 -112.8 -37.6 -36.3 -108.8 -36.3 -34.5 -103.5 -34.5 -34.3 -103.0 -34.3 -32.9 -98.7 POS 76.7 76.7 78.7 71.3 76.7 71.3 58.5 76.7 58.5 46.5 76.7 46.5 41.6 76.7 41.6 38.2 78.7 38.2 37.8 76.7 37.6 36.3 76.7 36.3 34.5 76.7 34.5 34.3 76.7 34.3 32.9 76.7 C , -32.9 32.9 36.000 NEG -87.1 -210.0 -94.3 -69.7 -210.0 -71.3 -58.5 -175.5 -58.5 -45.8 -136.9 -45.6 -40.1 -120.3 -40.1 -36.2 108.6 -36.2 -35.5 -108.6 -35.5 -33.9 -101.8 -33.9 -31.9 -95.6 -31.9 -31.7 -95.1 -31.7 -30.0 -90.1 -30.0 POS 76.7 76.7 78.7 69.7 76.7 71.3 58.5 76.7 58.5 45.6 76.7 45.6 40.1 76.7 40.1 36.2 76.7 - 36.2 35.5 76.7 35.5 33.9 76.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.1 30.0 38.375 NEG -81.4 -210.0 -86.3 -66.9 -210.0 -71.3 -58.5 -175.5 -58.5 -45.6 -136.9 -45.8 -40.1 -120.3 -40.1 -36.2 -108.6 -36.2 -35.5 -106.6 -35.5 -33.9 -101.8 -33.9 -31.9 -95.6 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 POS 76.7 76.7 76.7 66.9 76.7 71.3 58.5 76.7 58.5 45.6 76.7 45.6 40.1 76.7 40.1 36.2 76.7 36.2 35.5 76.7 35.5 33.9 76.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 43.000 NEC -71.5 -210.0 -72.9 -59.6 -198.6 -65.5 -54.9 -175.5 -58.5 -45.6 -136.9 -45.6 -40.1 -120.3 -40.1 -38.2 -108.8 -36.2 -35.5 -108.6 -35.5 -33.9 -101.8 -33.9 -31.9 -95.8 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 POS 71.5 76.7 72.9 59.6 76.7 65.5 54.9 76.7 58.5 45.6 76.7 45.6 40.1 76.7 40.1 38.2 76.7 36.2 35.5 76.7 35.5 33.9 76.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 48.000 NEC -62.4 -187.3 -62.4 -52.3 -165.3 -55.1 -49.5 -158.4 -52.8 -45.6 -136.9 -45.6 -40.1 -120.3 -40.1 -36.2 -108.6 -36.2 -35.5 -106.6 -35.5 -33.9 -101.8 -33.9 -31.9• -95.6 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 POS 62.4 76.7 62.4 52.3 76.7 55.1 49.5 78.7 52.8 45.6 76.7 45.6 40.1 76.7 40.1 38.2 76.7 36.2 35.5 76.7 35.5 33.9 76.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 50.825 NEG -58.0 -174.1 -58.0 -49.6 -152.5 -50.8 -48.7 -145.5 -48.5 -43.4 -136.9 -45.6 -40.1 -120.3 -40.1 -38.2 -108.6 -36.2 -35.5 -108.6 -35.5 -33.9 -101.8 -33.9 -31.9 -95.6 -31.9 -31.7 -95.1 -31.7 -30.0 -90.0 -30.0 POS 58.0 76.7 58.0 49.6 76.7 50.8 46.7 76.7 48.5 43.4 76.7 45.6 - 40.1 78.7 40.1 38.2 76.7 36.2 35.5 78.7 35.5 33.9 78.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 54.000 NEG -532 -159.7 -53.2 -45.9 -138.8 -48.3 -43.6 -131.8 - 43.9 -40.8 -124.9 -41.6 -392 -120.3 -40.1 -36.2 -38.2 -35.5 -35.5 -33.9 -101.8 -33.9 -31.9 -31.9 -31.7 -31.7 -30.0 -90.0 -30.0 POS 53.2 78.7 53.2 45.9 46.3 43.6 76.7 40.8 76.7 41.6 392 76.7 40.1 36.2 76.7 35.5 33.9 76.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 57.000 NEG -49.6 -148.8 -49.6 -42.8 -128.5 -42.8 -40.5 -121.5 -40.5 -38.2 -114.5 -38.2 -37.1 -111.6 -372 -36.0 -108.6 -36.2 -35.5 -106.6 -35.5 -33.9 -101.8 -33.9 -31.9 -95.6 -31.9 -31.7 -95.1 -30.0 -90.0 -30.0 POS 49.6 76.7 49.6 42.8 76.7 42.8 40.5 76.7 40.5 38.2 76.7 382 37.1 37.2 76.7 36.2 35.5 76.7 35.5 33.9 76.7 33.9 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 60.000 NEC -46.4 -139.2 -46.4 -39.9 -119.6 -39.9 -37.6 -112.8 -37.8 -35.3 -105.8 -35.3 -34.3 -102.8 -34.3 -33.6 -100.8 -33.5 -100.4 -33.5 -33.2 -99.6 -33.2 -31.9 -95.6 -31.9 -31.7 -95.1 -30.0 -90.0 -30.0 POS 76.7 46.4 39.9 76.7 39.9 37.6 76.7 37.6 35.3 76.7 35.3 34.3 76.7 34.3 76.7 33.6 76.7 33.5 33.2 76.7 31.9 74.4 31.9 31.7 74.0 31.7 30.0 70.0 30.0 63.000 NEG -130.8 -43.6 -37.3 -111.8 -37.3 -35.1 -105.2 -35.1 -32.8 -98.3 -32.8 -31.7 -95.2 -31.7 -31.0 -93.1 -31.0 -30.9 -92.8 -30.9 -30.7 -92.0 -30.7 -30.3 -90.9 -30.3 -90.8 -30.0 -90.0 -30.0 POS 43.6 43.6 37.3 76.7 37.3 35.1 35.1 32.8 32.8 31.7 74.1 31.7 31.0 72.4 31.0 30.9 72.2 30.9 30.7 71.5 30.7 30.3 70.7 30.3 30.3 70.6 30.3 30.0 70.0 30.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. UNEQUAL UTES UNEQUAL UTES UNEQUAL UTES asimptitribleflosetk q • Rand Ely ReardByt Rama fly FIG aala A fterdsbac Cheated Br ADDED NOTE REVISE ANCHORAGE NOTE 9070 TECHNO.OGY DRIVE =Ms: FL 34274 d 3 I Visibly Better PRESSURES- UNEQUAL CONFIG. X0, ber5101 ALUMINUM CASEMENT WINDOW, NON-IMPACT low Lucas A. Turner. RE PE 858201 • MAX. HEIGHT (SEE SHTS. 2 & 3) se m Baic • ido FX 301473 A F.K. 10717A73 8 Pam Br F.K iskc 12/1'102 VERTICAL SECTION OPERABLE UNIT Owlet By NO CHANGE 17073 SHEET ADD ITEM89 B•K MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) CD REFERENCE XOX FRAME ASSEMBLY DETAIL, SHEET 10 11 Oa) L. O VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DR8E NOKOMIS FL 34273 P.O. BOX 1929 NOX0283, FL 34274 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2), MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX Visibly Bettor MAX. VENT II I� DAYLIGHT OPENING �I (SEE SHT. 2) MAX. WIDTH (SEE HT. 2) MAX. VENT j DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) — HORIZONTAL SECTION - X SECTIONS HORIZONTAL SECTION - XX REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 0 m f REFERENCE WC' FRAME ASSEMBLY DETAIL, SHEET 10 iii ••• • • • • • • • • • . •• • ••• • PRODUCT RENEWED astempvyissst s thtFloid; Suinto8 Cade AReeptse, No i i • • x. 3 , r %41>9 1 2013 Waif �tA�/w�MMt u8 - 1 _''1 •• ••• • • • • • •• • IL—M.. • • . • 1 •• • • • • • • • • • • • • • • • • i •• • • ••• • • • • _� • • . • • • • • • •• • • . • • • • • • • • • •••• -- . .. •-- • • • •• • • • • ALUMINUM CASEMENT WINDOW, NON- IMPACT • • • • • • Sainabit rTSrs d 12 I7045-9 I Lungs A. Turner, P.E. PE 458201 Nbehaekel • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • FRAME ASSEMBLY TUBE "X" FRAME JAMB "X" FRAME JAMB Rand Br Oft FK 3/11/03 ear tkdir PK 10/17/05 nevadft W". nresaer Dab F.K. 12/12/02 "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS / 3" APART AT MID -SPAN "0" FRAME JAMB 16 1 Jr . "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL A 8 Iteaways O,adtl a" One #8x1 QUAD PH SMS (2) PER CORNER ADD ITEM 89 #12x1 PH TEK SMS 13" MAX. O.C. W1 (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL REVISED FRAME ASSY DETAIL SCREW SPACING 1070 TECHNOLOGY OWE NOICOMIS, FL 34275 P.0.13OX 1520 NOICOML4. FL 34274 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL P ST Visibly Better 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6083 -T6 DWG# 7003A 3.544" .062" A_�� .. - NOM. a+r.r• WOW e."--, • •• 4.-- 2.784" • •• • 4 • • • • • • • • • • • • • • 0 FIXED FRAME HEAD, SILL, JAMB • • • • • • �c* •• • • am /� :: MATL: 6063 -T6 DWG# 7005A 1.376" � I 440" .095" I A CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. EXTRUSIONS & ASSEMBLY DETAILS • • • • ALUMINUM CASEMENT WINDOW, NON - IMPACT NTS 10 or 12 7045 -9 I B •• • • • • I•— 2.784" FRAME HEAD, SILL, JAMB MATE.: 6063 -T6 DWG# 7002A PROD RENEWED nmaapy4egvrN6 t68 FTorWr A mama Lucas A. Turner, P.E. PE 058201 Mechanical • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• 1 ... . . . . ... . • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 1 12 13 14 15 16 17 18 19 20 21 7033 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 73 74 75 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7022 7023 7037 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 7025 7016 PGT. # 78IPQA 781PQA 670I7K 78X78PPSMS 7858ZA 710xI2FP 6TP247 6163K 61635K . 60976 78x12PSTW/B 67004 712XIPPT 711573 7FLD 70834A DESCRIPTION MAIN FRAME • HEAD, SILL & JAMBS 08X1 QUAD P14SMS FRAME CORNER KEY 1/2"X1/2"X1/S" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAMS #8 X1 QUAD PHSMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & LH.) #8 X.875PH.PN.SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X.375 PH. PN. TYPE B STUD BRACKET (LH. & R.H.) 48 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER. (DUAL ARM) SNAP -ON HANDLE . 12" HINGE (FIEAVYDUTY) #10X.500 PIE PII.. DSB,1 /8° ANNEALED GLASS 3/16° ANNEALED GLASS 3/16" TEMPERED GLASS 1/2" LG. GLASS (1/8 °A,1 /4" SPACE, L/8 "A) GLAZING BEAD OMB, 3/16) GLAZING BEAM (1/2" 1.0.) VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X.500 SQ. PN. TEK SMS CASEMENT FRAME ASST. TUBE #12 X I" PH. PHI.. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS A ITEM 80 81 82 83 89 DWG # 7005A 1155 . 7010 7007 7071 PGT. it 781PQA 67071 DESCRIPTION FIXED WINDOW FRAME - HEAD, SR.L & JAMBS 48 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATXON HOLE COVER CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 12) .523° —►I .050" 0 ( 40) 3116 ",118" GLAZING BEAD -- MATL: 6063-T6 DWG# 7037 .040" .423" .865" 0 112° I.G. GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 .125" —� .062° —�i 1.124" r- .093" —I 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 993° H r:289 ° .040" 83 INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 2.701" 1 •• ••• • • • • III • • •• • • • ••• •• 0 • • • PROOUCPRENEWED 55 nplyh•with the Habit 8e IF 1/ 12 B1ses imeencriavans Ersomesions 1 .4. . . • • • •• • • • • • ••A • • • f f/z /ar • ••• • • • • • • • Newt 107 F.K. ".cad Or F.K. X"e 107 3/14103 A NO CHANGE THIS SHEET ADD EQUN. TO ITEM 44, SILICONE AND NEW ITEM 89 am. es F.K 10/17/05 Gm: Gale: 12111102 B R°°rowre: 1070 TECHNOLOGY ORIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. R. 34274 c. ; 1 I Visibly Better Onerigtsr PARTS LIST & EXTRUSIONS •• - • • • • • • ALUMINUM CASEMENT WINDOW, NON-IMPACT geteeftder C4440 B®b: NTS 11 0 12 boarav 7045 -9 Ster B • • • • • • • • • • • • •• • •• • • • ••• Lucas A. Turner, P.E. PE 418201 Mechanical 1 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • A 2x WOOD BUCK (SEE NOTE 3) 114" MAX SHIM I F ®SEE NOTE 2 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK Reader Dew Roma: F l( 3/11,03 A - ADDEO Al SCREW OPTION Paaedey near. OM. trod" ae+n ear Ow: F.K 12/12/02 A SEE NOTE 4 1/4' MAX. SHIM ®SEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ©SEE NOTE LiH "w . 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE sterseer F.K 10117/03 8 REVISE NOTES AND REMOVEWE' TAPCONS S 814 SCREWS MIN. SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2' THICK SEE NOTE 4 P.O. BOX 1524 NORMS, FL 30274 1070 TECHNOLOGY MOVE NOKOMIS, 8.34275 1/4" MAX SHIM A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r _ A SEE NOTE 2 ASEE NOTE 1 OE Visibly Better 112" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK _ 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ANCHORAGE DETAILS SEE NOTE 4 NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY •� ? Y ,D U ,joriVY : X1 /4" • ., • R 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 7 r A SEE NOTE 1 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 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOO • 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 MIAMI -DADE COUNTY. • • • •••• ALUMINUM CASEMENT WINDOW, NON - IMPACT ca-64o NTS ( 12 a 12 1 7045 -9 B • SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK • PRODUCT RENEWED 1ffiB 1w89 fJrat - _ .1 0 - 129.0c) •yY – X•Z/Mir likkhe • • • • • • •• • • —•—• -- • • • • •• • • • • • • • • • (t/ s • ••• • • • • • • • • • • • • • •• • • • • • • • . • ••• Lucas A Tamer, P.E. PE @58201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • •• • . •••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: • • • • • • • • • •• • • • • • • • mumg-ItreN Cow: 4 PRJDA• METRO -17th B FLAGLER BUILDING 140 WEST FLAT §TREETp9UFI:E 1603 IMAM, FLORIDA33i30 -1563 (305) 3-5 -2961: FAX (3Q,5j 372 -6339 www.mai dtida��Je.eov/ii ai ldrrigcoda` •• • • •• • • • • • •••• 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. es C `i` ' lu inum� l e Wind t' 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 Acce • • ce number and ex • tiP te r - County Product Control Division. ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Page 1 .• • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIII' l' E -1 .... • • • • • • .•• . . • • ••• • • • .. • • • . • • • • •. • • .• Manuel Pe Product Control NOA No. 0 ; .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • • • • • • • A. DRAWINGS • • 1. Manufacturer's die drawings and sections. ••.. • • 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Im4cac",.sheets'•through • • 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by makufactauer, • • signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R , • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e • h Chan, P.E. (Submitted under NOA# 03- 0611.02) PGT Industries •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMTfTED3 • • • E -2 •••• • • • • • • • • .... • • • • • • • • • • • • • • • Manuel P> P.E. Product Contro. finer NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • • • • • • • • ••••• • • • •• • •• •• • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading pat'. FBC,TAS 2Q2,94 • 3) Water Resistance Test, per FBC, TAS 202 -91 .'• • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201 =94 • ; • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 ' • • • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "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.L, approved . 0 3/06, ex 5/22/08. NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: I N f PRIS i ' � j L • F 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 144 "XOX° &'O" CONFIGURATIONS SEE SHEET 7. G. FOR 144 "XOX" &'XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE °XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. 60 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. OW JOINT - S 5t1 ON' ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. 1 x 0 x 0 x CONFIGURATIONS OPTIONS x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES ot.mr 0,6 F.K ar F.K 3/16103 Dale: 7/10/03 rate 12/17/02 8 Roldskinz Reelsbros tlaarme ADO 13/16' I.G. 8 MOVE GLAZING DETAILS TO SHEET 2 NO CHANGE THOS SHEET NOTES AND TABLE OF CONTE ALUMINUM CASEMENT WINDOW, Damao* rre. CA NTS 1 " 13 7045-8 D 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 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 PRODUCT 1 as cunsnty::a 'E 1i d40 Ux A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLjCAYI • • TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS • WHEt14 Q RINGY TH � W S S • • • • • • • • • • • • O MU �I E•, I • • ••• • • '7 • • e • • • • • • • 6 GC • • • • • • • • • •• • • ••• Lures A. Tuner, P.E. PE 858201 Medrenl • • • • 'l� • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 66846 • • A 1/8" ANNEALED OR -" - .090 PVB INTERLAYER 86 13/16" HEAT STRENGTHENED 1 GLASS F-- 1/8" HEAT STRENGTHENED GLASS _ 3/8" AIR SPACE - 30 31 1/8" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL .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 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" r- 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL 13/16" I.G. W1 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16° LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE By L) 41fau • • Regal HT F.K Rood EV F.K roam 13 F.K 325/03 Dater 7/10/03 m": 623/05 liereislow aalsions: D farmer awe CMtl. Oafs F.K. 03/25/03 REDRAW GLAZING DETAILS & ADD 13/18' LG. NO CHANGE THIS SHEET ADD 13/15• LAMI 1.G. W /7 /1B1AMI8 CORRECT 5/16• LAMI DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 _ Visibly Better Onvestre GLAZING DETAILS •• • ALUMINUM CASEMENT WINDOW, IMPACT • • CA -745 NTS 2 s 13 •• ••• • • • • • •• • • , • • . • • • • • • • • • • • • • • • • • • • • • • Lucas A. Timrc -r FIE. • PE 958201 Mechanical 9. 7045 -8 Rear D • • • • • • • • • • • • • ••• • • • • • • • •• •• • • •• • • • ••• • • • • • • • • • • • • • •• •• CENTERLINE 1 112" 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. I 4" MAX. i ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. --DAYLIGHT OPENING 3 7" MAX. - VENT TYP. •lI II 7 4° MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. 1- a 60" MAX. FIXED 4" MAX. DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4° MAX. 30° MAX. F DAYLIGHT OPENING J ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 4" MAX. --.I F 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) 69" MAX. DAYLIGHT - OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76° MAX. HEIGHT 14112" MAX. O.C. VENT HEAD & eL ONN( - SEE MEETING RAIL DETAIL TYP. (4) ' " � 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT PAODUCTRENEEWED as o2 with Q14 [?acids Sulazi . Accepaat -i- •• ••• • • • • ,a •tip • Romer FJG FK mar F.K 9/2503 7/10/03 41/23/05 Dam er. F.K. mt 12/17/02 ram" C 1 : Checked ax CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAIL. S CHANGE MAX NT. TO 713* AND MAK DLO TO sr 1070 TECHNOLOGY DRIVE 80X01415, FL 34275 P.O. BOX 1529 14 0X044 18, FL 34274 c, g_ ViM000134Marter � • X)(" & xoX" ELEVA • • ra" ALUMINUM CASEMENT WINDOW IMPACT aw CA-740 Scar NTS 3 a 13 Comm. 7045 -8 Mechanical • • • ••• • • • • • • • • • •,L • 1 .i 1 2 (/tif5 - • .••• • • • • • • • • • • • ••• • • • A.T52,8* • • PE • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • •• • • • •• • • • • • • • • • • • • • •• •• final Br F.K 325/03 Baaeax 0"e: F.K 0/23/05 lllID ey . 00: FK 7/10/03 Dawn By: paw F.K. 12/17/02 HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2" MAX. O.C. VENT HEAD & SILL ONLY CHANGE SHEET NO. REFERENCES Deb: DENOTES HINGE LOCATION AT HEAD & SILL OF °X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13 MAX. O.C. ADD HINGE DETAIL & PONCE LOCATION NOTES 4" MAX. CHANGE MAIL HT. TO 78' AND 51AX. DLO TO 6 37" MAX. WIDTH 30" MAX. � ~ DAYLIGHT - G - I. OPENING A 69" MAX. DAYLIGHT OPENING 141/2" 4" MAX. O.C. ELEVATION "D" - °X" (SEE SHEET 5 FOR PRESSURES) 76" MAX. HEIGHT 97" MAX. WIDTH 30" MAX. 53° MAX. DAYLIGHT DAYLIGHT OPENING OPENING L__ 4" MAX. 4° 1" _1 1---- I--13" MAX. O.C. MAX. h— 37" MAX. VENT - 60° MAX. FIXED 070 NOKIS, FL 34275 r � NOKOMIS, TECHNOLOGY 34275 P.O, BOX 1529 NOX0N18, FL 34274 V(sTibij 8e/e[Le, SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. CA-740 60" MAX. WIDTH 53° MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. . ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) I 69" MAX DAYLIGHT OPENING 76 ° HEI AX. HT 4--- -�- 13° MAX. O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 4 a 13 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ••• • • • amex° • • • • • •• ••• ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSU�2E'�) • •• 704 D ••• • • • • • • • • • • • • • •• •• ••• • • 69" MAX. DAYLIGHT OPENING •• .. • • "XO" & "OX" ELEVAT1ON4 • • • . • • • ALUMINUM CASEMENT WINDOW !MP2CT • A 76" MAX. HEIGHT P100DDaT RFNE "v rna•.F97'•@ erH� FBaLtdz 9n1Ns2 Cu>r"a • • • • •• ••• � • � � r/Oc • • • • • • • • • • • •• • • •• • • • • ••• • LucasA Tw"er, PE. PE 988201 Mechantoal • • • •• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • COMPARATIVE GLAZING "X" WIDTH ANALYSIS TABLE 1. OPTIONS 611 \ , "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 " 1 11 i9 0901 w E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI-W/ 1/8 "HS,.090,1 /8 "HS) 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 i• >fl 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 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 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 -65.0 65.0 -63.7 83.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -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 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -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 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.070.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 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 istmoCillunexp di imams � ! Z. ., _ .. PRODUCT Roam aew®ptyIng with the Floridg eating Cad" Amass Na sz; • • • •• • • • • • 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 3 7 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 -38.6 38.6 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 • .7 ,70.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI-W/ 3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 1 55.0 NOTES: ® • •• • • 461 •. 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE E • • • • • 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • ••• •• 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • •• • • 1 . • • • C dw •••�� • • • • ••• • •• • • • Rend _ 3/25/03 " v� ADD GLASS TYPE E TO TABLES 104 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOXOba1S, FL 34274 �� 1Jurbly Herter • • • • PRESSURES- X CONFIG.:IGIAIDOVKS • •• By F.K 7/1003 Revisions ' C NO CHANGE THIS SHEET • • • . • • ALUMINUM CASEMENT WI119DOW!MPACT "°"°B' F.K "s* 0/23/05 D REVISE ANCHORS B ADD 70' HEIGHT OPTION thaw By F.K tie. . - 12/17232 "x mm I CA•740 NTS 5 - 13 7045-8 Q1' D ••• • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • COMPARATIVE ANALYSIS TABLE 3. :;,Or W1NP.Q S TEST REPORTS: FTL -3582 GLAZING OPTION: 1. WC" WIDTH 37 531/8 57 60 64 68 72 74 A A A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 48 NEG -75.0 - 75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 50 5/8 NEG -75.0 -75.0 -69.8 -63.9 -58.9 -54.9 -51.1 -49.9 POS 70.0 70.0 7 0 69.6 63.9 58.9 54.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 57 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60 NEG -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -422 -41.1 POS 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -87.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 POS 70.0 70.0 70.0 87.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4. "XX" 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 "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/161HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/18" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/18 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 0 NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • • ••• • • • • • • • •• ••• •• • 7 • • j " 1.2 • •• • r� • • DM: Ramat. FK pawner F.K I 823/05 0". 12/17/02 R"r&bns Rer®rs Met -ar REVISE ANCHORS B ADD TABLES 75"HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOXOMIS. FL 34275 P.O. BOX 1528 NOXOMIS. FL 34274 PGT Visibly Better .. PRESSURES - XX CONFI tIWNNOWS• • • • • ALUMINUM CASEMENT WINDOW,•IMPACT b" vdrodd CA-740 NTS see. 6 m 13 7045-8 I D • ! D in nodal • -11 4- • •• • • • • • ••• • Lucas A Turt•r, P.E. PE 588201 Mechanical ••• • • • • • • • •• • • • ••• • • • • • • • • • ••• • • • • • • • •• • • • •• •• • • ••• • • COMPARATIVE ANALYSIS TABLE 6. "0° & °1/412 -1/4 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 5116° LAMI (1/8"A,.090,1/8"HS) B. 5/16° LAMI (1/8"HS,.090,1/8 "HS) C. 7/18° LAMI (3/18"A,.090,3/16"HS) E. 13/18° LAMI (1/8 "HS,3/8" SPACE,5/18" LAMI -W/ 1/8"HS,.090,1/6°HS) F.13/16" LAMI (1/8"A,AIR SPACE,7/16" LAMI -W/ 3/16"A,.090,3N6°HS) HEIGHT °O° ° XOX° 36 37 3912 42 45 48 5012 531/8 54 5512 57 5812 60 TABLE 7. RegG aevader: F.K. Dow By F.K WIDTHS 72 74 79 84 90 98 101 108 3/8 108 111 114 117 120 A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F 28 NEG -75.0 -76.0 -90.0 -75.0 -75.0 :90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -76.0 -90.0 per naat tmvamc F.K 7/10/03 C Register= D CnacmBr. POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Beer 5123/05 12/17/02 31 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -80.8 -75.0 -90.0 -58.7 -76.0 -90.0 -58.2 -75.0 -80.0 -57.1 -75.0 -90.0 -582 -76.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 67.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -52.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -48.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -76.0 -90.0 F.K 325103 B ADD GLASS TYPEE TO TABLES POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 82.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38 3/8 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -82.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -76.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -76.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 87.9 70.0 70.0 82.1 70.0 70.0 58.4 70.0 70.0 54.8 70.0 70.0 61.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -56.7 -75.0 -90.0 -83.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.8 -49.1 -75.0 -88.9 .47.5 -75.0 -84.3 -48.2 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 69.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70:0 70.0 48.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 75 HT. OPTION Ova: 48 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -58.4 -76.0 -90.0 -53.6 -75.0 -90.0 -51.4 -48.7 -75.0 -81.2 -48.1 -76.4 -45.3 -75.0 -72.5 -42.5 -70.7 -41.3 -75.0 -40.4 -75.0 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 46.1 70.0 70.0 45.3 70.0 70.0 70.0 70.0 42.5 70.0 70.0 41.3 -90.0 -42.2 69.0 40.4 70.0 67.3 50 5/8 NEG -51.1 -90.0 -75.0 -48.9 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -43.4 -75.0 -70.1 42.2 -76.0 -68.4 -412 -68.7 -40.2 -39.2 -83.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 48.9 70.0 70.0 70.0 70.0 50.9 70.0 70.0 70.0 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 402 70.0 64.9 39.2 63.3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMA.9, FL 34274 54 NEG -75.0 -90.0 -48.4 -75.0 -43.6 -75.0 -90.0 -50.0 -90.0 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -422 -41.9 -75.0 -40.8 -39.8 -61.8 -38.7 -75.0 -60.4 -75.0 -59.1 POS 47.9 70.0 70.0 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 43.5 70.0 70.0 422 70.0 41.9 70.0 65.4 40.8 63.6 39.8 70.0 38.7 70.0 60.4 37.8 70.0 57 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -41.1 -75.0 -90.0 -75.0 -84.5 -75.0 -42.5 -70.7 -41.3 -75.0 -88.8 -63.0 -39.8 -61.8 -39.1 -75.0 -601 -38.5 -58.7 -37.6 -75.0 -73.3 -55.9 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 48.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 70.0 68.7 37.6 70.0 36.7 60 NEG -422 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -75.0 -42.1 -72.4 -40.4 -87.3 -39.2 -75.0 -83.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -372 -74.3 -38.7 -55.9 -72.2 -71.0 -53.0 POS 422 70.0 70.0 41.1 70.0 70.0 70.0 70.0 70.0 70.0 42.1 70.0 40.4 67.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 59.1 37.2 57.5 38.7 70.0 70.0 70.0 53.0 63 NEG -39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -75.0 -83.2 -76.0 -75.6 -39.7 -75.0 -69.2 -38.4 -37.1 -60.5 -38.2 -72.4 -57.3 -71.8 -56.4 -70.8 -54.8 -34.8 -532 -342 -88.4 -51.8 -33.7 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 70.0 70.0 41.9 70.0 70.0 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 57.3 35.9 56.4 35.4 70.0 54.8 34.8 69.6 532 342 68.4 51.6 33.7 50.0 "0" & "1/4- /2-1/4 XOX WINDOWS GLAZING OPTION: D. 7/18° LAMI (3/161-IS .090,3/161-IS) TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4807, FTL-4808 67 -55.01 55.0 -55.01 55.0 -53.81 53.8 -52.8152.8 -51.11 51.1 49.41 49.4 72 NEGIPOS -55.01 55.0 -49A1 49.4 -48.41 48.4 48.81 48.8 -43.6 43.6 • • • NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO 'THE FULL DESIGN PRESSURES IN THE ABOVE TABLES. USE ELCO 1/4° TAPCONS OR ▪ 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS. DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 76 45.01 55.0 -55.01 55. 45.01 55.0 -5321 632 -4821 48.2 -4521452 - 42.6 1 42.6 54.5 35.5 -41.7 41.7 • • • Lasaipton AL UMINUM CASEMENT VONMOW IMPACT • 7045-8 D NTS 7 or 13 4 1 2 4 0 • PE 85E1201 Mechantral • • • • • • • • • • • • • • •• •• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • COMPARATIVE ANALYSIS TABLE 8. 'XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 X 'Icn XI 0 •—ice) 01 X 1—I XI GLAZING OPTION: A. 5/16" LAMI (1/8"A,.0900/8"HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 383/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG NEC POS NEC POS NEC POS NEC ' 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 X 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 . 45.0 70.0 -72.1 70.0 - 89.5 69.5 - 87.5 67.5 58 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 84.9 -62.7 82.7 - 80.4 60.4 O X 60 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 98 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 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 -68.4 66.4 - 582 582 -55.6 55.6 -52.8 52.6 -49.4 49.4 -45.9 45.9 - 43.1 43.1 70.917 106 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 87.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. °XO" or °0X" & "1/3- 1/3 -1/3 XOX" WINDOWS -3582, FTL -3729 PR4�'REVLp eae76 eft as GLAZING OPTIONS: B. 5/16" LAMI (1/81H6,.090,1/8 °HS) E. 13/16" LAMI (1/81-1S,3/8° SPACE,5 /16° LAM ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3.1/3 -1/3 XOX" SIZES I 1-75.01 70.0 .. '' TABLE 10. °XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "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 1 1 70.0 0 a .:4%t b pppppp.$ p er • 1 Es - • TABLE IOA. "XO "or "OX° & "1/3-1/3-1/3 XOX" WINDOWS -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, 7/16° LAMI-W/ 3/16"A,.090,3/16"HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 78" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES 1 1-55.01 55.0 NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE E • • • • • 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • • • • • • • • •• ••• •• • • • • 1 • • • a • • � ,••• ••• • • { ••• • • 4T2 • • t 3 10••• • 1 ••• • • 1 • Rersd By 9 325103 Renew= 9 ADD GLASS TYPE E TO TABLE9 1070TECHNOLOGYDRNE 0 0 EC 9S, FL 30475 P.O. BOX 1529 NOKOarrs, FL 34274 - • Iv • • • PRESSURES - XO, OX, & 1/3 -MfI�OZVS � id WI 4 R"vb"Br F.K Dar t 7/10/03 R"rWwz C NO CHANGE THIS SHEET Tmc ALUMINUM CASEMENT WINDOW,•IMPAC7 RwmBr. FK Dz. 923/05 ° D CHANGE ANCHORS AND ADD 76° HEIGHT OPTION mao, Br F.K oee 12117/02 Checked By D°m: Viribly Rene, CA -740 NTS • 8 " 13 damp 7045 Q° D • • • • • • • • • • • • •• •• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL4607, FTL -4808 GLAZING OPTIONS: A. 5/18" LAMI (118 "A,.090,1181 -IS) B. 5/16 LAMI (1 /8"HS,.090,1/8 "HS) C. 7/16" LAMI (3116 "A,.090,3 /16°HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1/8"HS) F. 13/18" LAMI (1/8 "A,AIR SPACE, 7 /18" LAMI -W/ 311(M.090,31161-16) HEIGHT WIDTHS "XOX" VENT FIXED 26 38 38 3/8 43 48 50 5/8 54 57 60 63 87 72 78 x 0 x UNEQUAL LITES 69.284 88.919 95.973 108649 115.892 122 123.135 128.000 130 130.378 134 19.125 24 27 30 32 33.887 34 34.791 35.896 38 37 Remo e7 Oaw F.K 325%03 Kander Deb: F.K. 7/10!03 Raul BF Ost: FX 623/05 Uun67: Os.:: F.K 12/17/02 31.014 38.919 42.973 48.649 51.892 54.627 55.135 58.418 58.209 58.378 80 Rasamu: B Ressiws C ReHaons O anecmeer A B,E C,F B,E C,F A B,E C,F A B,E C,F A B,E C,F A 13,0 C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F -75. 0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -76.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -48.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.8 -75.0 -906 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 48.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 422 70.0 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 64.9 58.1 -75.0 -75.0 -90.0 -83.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.8 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.8 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 -74.1 -75.0 -90.0 -56.5 -75.0 -90.0 -82.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -B5.8 -47.9 -75.0 -85.0 -48.7 -76.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.8 -43.5 -75.0 -77.1 70.0 70.0 70.0 58.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 5t3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 ADD GLASS TYPE ETO TABLE 11 NO CHANGE MX SHEET CHANGE ANCHORS AND ADD 78" HEIGHT OPTION -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.8 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -76.0 -89.1 -40.4 -75.0 -87.3 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 89.1 40.4 70.0 67.3 -80.6 -75.0 -90.0 47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.6 45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -88.8 -41.8 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -85.1 -392 -75.0 -83.3 80.8 70.0 70.0 47.5 70.0 70.0 52.8 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 87.3 40.4 70.0 65.3 40.3 70.0 85.1 39.2 70.0 63.3 1070 TECHNOLOGYORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 75.0 -87.0 -44.9 -75.0 -73.8 -42.7 -75.0 -68.3 -41.4 -75.0 -84.7 -41.1 -75.0 -84.1 -40.2 -75.0 -38.9 -75.0 -38.8 -75.0 -37.7 -75.0 -59.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 38.8 70.0 60.5 37.7 70.0 59.1 -58.1 -75.0 -90.0 -41.6 -75.0 -90.0 -75.0 -81.9 -42.0 -75.0 -40.7 -75.0 -39.5 -75.0 -81.0 -39.3 -75.0 -80.6 -38.7 -75.0 -59.2 -37.7 -37.6 -75.0 -57.4 -36.7 -73.3 56.1 70.0 70.0 41.8 70.0 70.0 70.0 70.0 42.0 70.0 69.7 40.7 70.0 84.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 592 37.7 70.0 57.6 37.6 70.0 57.4 38.7 70.0 55.9 Visibly Better -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -75.0 -66.3 -38.6 -75.0 -61.4 -74.9 -37.3 -57.9 -73.7 -72.4 -54.7 -72.3 -35.5 -71.0 -53.0 70.0 70.0, 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 68.3 38.6 70.0 , 61.4 37.5 70.0 58.4 37.3 70.0 57.9 38.9 70.0 58.5 36.2 70.0 54.7 70.0 54.8 70.0 53.0 -75.0 -90.0 -38.9 -73.8 -85.2 -41.1 -76.0 -73.1 -38.0 -75.0 -38.8 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -34.3 -34.3 -51.7 -33.7 -67.4 -50.0 NTS .70.0 70.0 70.0 70.0 41.1 70.0 38.0 70.0 70.0 58.8 35.7 70.0 35.5 70.0 55.2 35.0 70.0 53.8 34.3 68.6 51.9 34.3 88.5 51.7 33.7 50.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 -51.51 51.5 -50.1 1 50.1 -48.1148.1 -4814 48.0 48.31 48.3 Sheet 9 5 1.3 -50.91 50.9 -47.71 47.7 -47.21472 -45.81 45.6 43.91 43.9 -43.8143.8 -55.01 55.0 44.61 44.6 41.9141.9 "XO° & - 0X" WINDOW WIDTHS EQUAL THE SUM OF THE VENT VVIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 ALL ',COX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63° HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 70.0 TABLE 12A. `XCY or °Or & '70X° UNEQUAL IJTE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 ALL "X0X° SIZES UP TO 134" WIDE x 78° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED VVIDTH AND ALL ''XO° or °Or SIZES UP TO 97" WIDE x 76" HIGH WITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 55.0 • • • NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • • • ALUMINUM CASEMENT VVINDOWpIMPACT° 7045-8 0 UNEQUAL UTES UNEQUAL LITES PROD= RENEWED ElaTheff Miami I !An 176C Lucas A. Terme. PE. PE •138201 Mechanical • MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT L DAYLIGHT 5 OP (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT L.-DAYLIGHT OPENING .-I (SEE SHT. 3) vrv+v+ MAX. VENT DAYLIGHT OPENING --I (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 5 MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX REFERENCE "XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q .,-REFERENCE °XX FRAME ASSEMBLY DETAIL, SHEET 11 NlmnVCT REVISED with the NMI Wan C.66 8 PRODUCT RENEWED emply4eg with the F1mht. %kiln Cede Aaoeple=No Bate . • • •• • ••• • • • • • • • 7` • • C • • 5o d 87 F.K Fna4 ar F.K. Daft Aft 7110/03 0/23/05 12/ 17/02 Checked*: ADD 13/10' LO. GLAZING BEAD ITEM SHOW TOP HINGE C1403 SHT. NO. REF. AND ADD ITEM 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P S T Visibly Beeter • • • • • • SECT IONS • • • • • • . • • ALUMINUM CASEMENT VI=INDOW M/1PACT�• stie tea j R. NTS 1 0 a• 13 r- D CA-740 •--••• • • • • • • • • • •• •••• •• • • • • L t Tmo pE. PE 955201 Mechanical ••• • • • • • • • • • • • • •• • • • • • • • • • •• • • •• • • • ••• • • • • • • • • • • • • • •• •• ••• • • FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB °XX" FRAME 'ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB / "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. 0.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. 0.C. W/. (2) SCREWS 3" APART AT MID -SPAN MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 I I #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL 1.376" .095" CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 434" 2.854" 062° NOM. .440° 1.159" 2.139" ()SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A • • ••• • • 0 FIXED FRAME HEAD, SILL J/NB • MAT'L: 6063 -T6 • • • • • DWG# 7005A • • • • • •• .062" NOM. L 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT RI ?4EWED esc ®Plstngwit OrelR • Aeav %'• lazatt 2.919" D • • • • •• Am, IA, F.K Mc FX Dakt Dar 7/10/03 n"emay F.K u,"rnar F.K. &23/05 Vahr 12/17/02 9 Revisionw 0 Checked B7 NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD ITEM89 bola 1070 TECHNOLOGY DRIVE 9090MIS, FL 34275 P.O. BOX 1529 NOXOMIS, FL 34274 B�T Visibly Better •• • EXTRUSIONS & ASSEMBL: D TJ JL4 • • ALUMINUM CASEMENT V1k/W50VI+ IMPACP Orawdvara Rev C4-740 NTS 11 d 13 7045-8 D • • • i, • • • • • • • ••• ••• • Lucas A. P.E. PE 958201 Mechanical ••• • • • • • • • • ••• • • • •• • • • • •• • • • • • • • • • • • • • • • • • •• •• ••• • • PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LACK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 70054 FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #S X 1 QUAD PN SMS 82 7010 FDCED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16 LG. GLASS (1/841S, AIR SPACE, 5/16 "LAND) 5/16° LAMI= (2) LITES OF 1/8"HS GLASS WT111 AN.090 INTE LAYER - SOLUTIA OR DUPONT PVB 13/16° LG. GLASS (1/811S, AIR SPACE, 7 /16 °LAMI) 7/16° LAMB= 3/164 & 3/1611S GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1/8108, AIR SPACE, 7 /16 °LAMI) 7/16" LAMB= 3/16105 & 3/1611S GLASS WITH A14.0901NTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21 22 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 69 70 71 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 78IPQA 78IPQA 67017K 78X78PPSMS 7858ZA 710x12FP 617247 6163K 61635K 60976 78x12PSTWB 67004 712XIPLT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER REY 1/2 "X1/2"X1B" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 48 X 1 QUAD 710 SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK , LOCK SUPPORT PIATE #10.24 X.562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & LH.) 08X.875P1LPN.SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PIT PN. TYPE B STUD BRACKET (L.H. & R.H.) 08 X 5/8" FLT, PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #10XS00 PH. NIL 5/16° LAMINATED (1/8A & 1/811S GLASS) .090INTERIAYER- SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/8115 & 1/811S GLASS) .0901NTESI AVER - SOLUTIA OR DUPONT PVB 7/16" LAMINATE)) (3/16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16115 & 3/16HS GLASS) .0901NTERLAYER- SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16°) GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) SILICONE -DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS .CASEMENT FRAME ASS'Y. TUBE #12 X 1 " PH. PHIL. TER. LOCK SUPPORT PLATE LOCK SPACER. SNAP-ON T- HANDLE KNOB FOLDING HANDLE .706" .050" I"i .865" C I 5/16" GLAZING BEAD MATL.: 6063 -T6 DWG# 7036 .523" —1 1--- .050° �II�# 865" ®7/16" GLAZIBEAD MATL: 6063-T6 DWG# 7042 .040" 1.000" .423" ()CASEMENT SC MATL: 6 DWG# 993" 289" ,040° — ►j h-- .172" .870" 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" .050" I~ .569" INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 • • •• • • •• it/21 /GC • • • • • • • A ae.I BT FIG rm RsBA F.K Rawl* F.K 5— F.K X5 /03 asOr 7/10103 8123/05 Dols 12/17/82 Rations Chocked : ADD 13/18' 1.11 GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET ADD EQUIV. TO ITEM 44, SILICONE ANDADD ITEMS 87, 88 AND 89 m: C° 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMS, FL 34274 PGT Viva* Bette. .091 • • • • 0 67 CASEIV5AT G v1E • • SCREEN FRAME ASSEMBLY TUBE 063 -T6 MATL: 6063 -T6 7006 DING# 7404A • • • • • • PARTS LIST & EX7RUSION4 • • • • • • • • • • ALUMINUM CASEMENT WIPODOW!IMPACT s"mmm" CA.740 NTS sxet 12 m 13 C,oes 7045 -8 • • • • • •• • • •• • • • • ••• • Lucas A 1Lmar, P.E. PE #58201 MechaNCal • ••• • • • • • • • • • • • • ••• • • •• •• • • ••• • • • ••• • • • • • • • • • • • • •• •• ••• • • A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM — 1 r ASEE NC'L.. rear F.X. Ramey. F.K. m ar F.K mom ay F.K. a 3/1/ 5/03 Data 7 /10/03 traria 023/35 12/17/02 11/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 8 Revisiortec ho iaba theiheas age NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1/4" MAX. SHIM ®SEE NOTE 1 A 1 x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 SEE NOTE 4 __J 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE D REVISE NOTES AND REMOVE 3118• TAPCONS 8 014 SCREWS OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. SOX 1520 NOKOMIS, 71,34274 1/4" MAX. SHIM A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -- A SEE NOTE 2 I ASEE NOTE 1 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 A SEE NOTE 4 NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY f OUNTY ApI 4" )R 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCH • ' • CONCRETE E G S 1 E ) 1 `roR 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 '•M2 ". Ix W • BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" TIIQK OR • • • GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AD?HOItIf? • • HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Visibly Better • • • • • • • • •• • • ••• ALUMINUM CASEMENT t41NbO=N,:M1 • N 113 d 13 7045 -8 • D ANCHORAGE DETAILS A lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --"^I NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ASEE NOTE 1 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK ■ • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • LIM M Two P.E. PE 088201 Mechanical ••• r PROnucrKEN .mmv131w nmF4sYIr I A SEE NOTE 4 (Il`( /Ur ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Inspection Number: INSP - 114617 Permit Number: WS -5 -09 -841 Scheduled Inspection Date: September 02, 2009 Inspector: Bruhn, Norman Owner: CONE, GORDON Job Address: 54 NE 97 Street Project: <NONE> Miami Shores, FL Contractor: SOUTH FLORIDA IMPACT WINDOWS Building Department Comments Cnn�e w+hnr n4 •Irmo Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060130770 Phone: (305)668 -8805 REPLACE WINDOWS 14 OPENINGS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments c C b �"y Miami Shores Villag! 9&- `-p& Z— Building Department 9\lgook rkt 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 lv1 1dlN� . BUILDING 4 , s PERMIT APPLICATION FBC 2004 Permit Type (circle) Buildi " Roofing k ilt.. Owner's Name (Fee Simple Titlehkilt.. CALA Owner's �A 1 V— q q- gi- City ""'�`� State Tenant/Lessee Name Phone # Job Address (where the work is being done) .S City Miami Shores Village County Miami -Dade 11-32 - 01 3® V FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address Li. S1,..) City State Zip 3 IS—C-- J d Qualifier Name Z Phone # State Certificate or Registration No. C 1311 ‘i 1 1 1 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition ®� VA/iteration Describe Work: i ff o\ `4 ai n CS MAX 8 PA! ****** ** ** * * ****** * ** * *** * **** * ****** Fees* 0************* * *** ** ******** ** * ******** *** * ** vl.J Submittal Fee $ - CO Permit Fee $ a40 • W CCF $ (0.(40 Technology Fee Notary $ Scanning $ "l 10 ti Training/Education Fee $ 8 9 [New Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Permit No. Zip Nmcmgymit AR MAY 1 8 2009 jv 001 MI Master Permit No. Phone # Zip 33 3q Phone# (314(0 &F Phone # -- Z Square / Linear Footage Of Work: ❑ Repair/Replace Zoning $ CO /CC ❑ Demolition Double Fee $ Total Fee Now Due $ 9 1 3 . 810 See Reverse side --, Bonding Company's Name (if applicill Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address - City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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 properly 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 .f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowwled befo ee me`this day of `r�'� , 20 _otb < w"'�- who is personally known to me or who has produced As identification d who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) SYLVIA BAEZ Commission DD 687047 xAittitft * ** @ended Thru Trey Fain Insurance 80 385-7019 Signature .4r-6 The foregoing trument w ackn . , . I ged before day of �, _ t c, b 0r ! ' r e' ) . ®C/ Off, who is pe® �li� ° �* yi t.tio i''or who has produced • ▪ c:1 � ` a' ' a4denti on and who did take an oath. • CI -c - oaf`."�'- Print Contractor MAW& P vo P i -t ao• ``� 1 ,4" .1 y to P \ Otarj Sign /s My Commission Expires: * * * ** *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning