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WS-09-471• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 109613 Permot Number: WS-3-09-471 Scheduled Inspection Date: April 30, 2009 Inspector: Bruhn, Norman Owner: SOLORZANO, CARMEN Job Address: 460 NE 95 Street Miami Shores, FL 33138 -2730 Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement CLimedo Phone Number (786)252 -8493 Parcel Number 1132060140450 Phone: (305)253 -5211 Building Department Comments Inspector Comments Passed ded....7197 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. A - :I AA AnAn Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 REMOVED MAR 5 2009 f 4\14 )5). C1 w Permit No. \ ,;c‘\\� �� `t aster Permit No. Permit Type (circle): Buildin Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) '�,:_r vvo eLi S c 1 6° Z 0 vl Phone # (7b6)Li'ltixe Owner's Address `'i 6 . `j ' 5 " City H o 6 , o,L S k c, � C, State F L Tenant/Lessee Name L ( z s " "i eX Roofing Zip 5I5S Phone # Job Address (where the work is being done) c{ k 0 IJ ci 5 . City Miami Shores Village County . Miami -Dade FOLIO / PARCEL # /i' ��6 -to/ -t74/02), Zip 3 13 Is Building Historically Designated YES NO Contractor's Company Name 10-141 i- I C. ( S 03 i n tkc, Phone # 3 6_s S' 2 G I ? I Contractor's Address y 6 Ul 4103 City h i d ,: c_ t- Qualifier Name v C' State Certificate or Registration No. State FL Zip 3 3C Phone # Certificate of Competency No. 1 6.300 .59- r4 Architect/Engineer's Name (if applicable) � �r r � ° / G'` Phone # 1, h) �f- Value of Work For this Permit $ . SquareI-Line`ar Footage Of Work: /87 Type; of Work: ❑ ition [ Alte anon ❑New ❑ Repair/Replace ❑ Demolition Describe Work: '_ /ad -11 , Y CEM 3e L ° 02 <A rtfln/ , 5 / t5'1 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F 111510.1 e! Submittal r ee $ Permit Fee $ Notary $ Scanning $ s************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0 - Training/Education Fee $ Radon $ DPBR $ CCF $ 5 Technology Fee $ 5 -5 0 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ r1110 See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not Ike approve and j reinspection fee will be charged. Signature ,7 Owner or Agent Contractor 1 11 The fore :oing instrument was acknowledged before me this a `t The foregoing instrument was acknowledged before me thisi day o -C H , 20, by day of M ktr r-k , 2001 by kw�z3 E' "') , who is persona_lt known to me or who has produced who i ersonally lcnown to me, or who has produced - as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: �•�, ire • G = '/ 0211912011 Sign: — Print: De `r C a - NOTARY PUBLIC ---= print I Commisslon 4 My Commission Expires: 0 2/ 1 £/00 I % s� .. DD642145,.••.o`T My Commission Expires: 11,1111l NOTARY PUBLII `,,,,,,,,,,,,,, ROSA I. PALACIOS SPaY PUB", °, ; Notary Public - State of Florida My Commission Expires Dec 28, 2009 .�` Commission # DD 492703 ..` . S OF � -� Bonded By National Notary Assn. v .Y VIr lb o la, r APPLICATION APPROVED BY: (Revised 02/08/06) 940 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I I '� 9-()C(31 4°15 O 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. 11111111111111 1111111111111111111111111111111 CFN 2OO9R 2.31,'.? 1 OR L'•k 26808 Ps 2.4A-; I. I.Pg RECORDED 03/30/2009 15:55:45 HARVEY RUV'INr CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: -160 1•.) E 9 S Sf • (1 i 6-4 . S ko v- e S FC .33 13 g 2. Description of improvement: Fu r h t s k+ I-115 l 'Erne 0.-cl UJi hde u. S 3 er(s) name and ddress: Wei 64,1 . oWlf Interest in property: ,45171- Name and address of fee simple titleholder: // • 4. Contr ctor's name and address: YGwn►1 I I GI c, s :, 448C U% St . 10-T 5. Surety: (Payment bond required by owner from Name and address: Amount of bond $ 6. Lender's name and address: STATEOF FLORIDA, COUNTY OF DADE contractor, yway CERTIFY that this is_ op 'fthe• original filed thi. o;' a d. lifjfarfal :4F° CLENU e� AD20 WITN SS my; and and Official Scat. HARVEY IN CL -Ric ofC , e ' 11411 By G/6"--111v. (Tr 7. Persons within the state of Florida designated by Owner upon w om notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following in Section 713.13(1)(b), Florida Statutes. Name and address: P 9. Expirati different rson(s) to receive a copy of the Lienor's Notice as provided 001111I111111/% \`‘\00Z n date of this Notice of Commencement: (thy*`e pirOorre tai year from the date of recording unless a to is s�► cified) 0211912011 NOTARY PUBLIC — Commission # Signature of Owner / i .•DD642145.•�,� • ..... 1-142/4-4A) ccidzei Print Owner's Name rn1J1 t'. \'' Sworn to and subscribed before me this 0* day of 4e/1/ , 20 ©� Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 4 a'de rya, 0,2-pf/c) Address:/74 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 1Vfiami 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 Nigh Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.L 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 Cavity Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mime Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises NOA #05-101&01 and consists of this page 1 and evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. -DADE COUNTY, FLORIDA DADE FLAGLER BUILDING GLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 5-2901 FAX (305) 375 -2908 • NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, 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 Wndow, 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. FI'L- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.41) E -1 Manuel P P Pry Control NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Mr 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. F1'L -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 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 A05-1018.01) 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 PBC 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. FTIA650, dated 08/11/05, signed and sealed by Edmundo Largaespada, PE. (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) E -2 Manuel P -z,' Prodmt Control ''' D> NOA No. 07 i Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. 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. F1'L -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, PE. (Submitted under previous NOA 105- 1018.01) it 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 d05- 1018.01) 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). 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.NLL, approved on 03/23/06 and expiring on 03/23/11. E -3 PrOdUet 111 1 5,4 1111 'r NOA No. . 4 06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" 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) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. 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. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL- 4645, FTL- 4646, FTL -4647, FTL -4648, FTL -4649, FTL -4650, FTL- 4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI /AF&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 ® HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 P RODUCT REVISED as complying with the Florida Raiding Code Acceptance No I - 03 zpiration Date Rod By. Data: Rovrdaae Rand By. F.K Dew 11/13/06 Revielomx B CHANGE NOTES 3 & 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1. GLAZING OPTIONS Raved Br F.K Daft 1/24/06 Revfetaax A ADD FTL -4723 TO NOTE 7. F.K Doc 9/1/05 awaked By: 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 GENERAL NOTES rsx ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better 8edesWeist SH700 NTS Saset 1 d 11 Drawing No. 4040 -20 Roc B Robert L. Clark, P.E. PE #39712 Structural 0 06,87,88 or 92 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS (Di 1/2" NOM. GLASS BITE t 1/2" NOM. GLASS BITE t ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) r-- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 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. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE t 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .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. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED es comp with the Fluids &idbg Code Acceptance No Expiration Date BY 3,2oi/ 4 ReredBy: Defre Revisions: Rend By F.K Date: 11/13/06 Revisions: B ADD ITEM 92 TO 5/16 LAMI I.G. GLASS (A,A,A) & LAMI IG NOTE Fiend By: F.K Der 1/24 Rork:oner A NO CHANGE THIS SHEET Drown By F.K Deer 9/1/05 Checked Br J.J. Daft 2/23/07 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS ruv: ALUM. SINGLE HUNG WINDOW, IMPACT esdisOlodet SH700 Full 2 a 11 &pang No. 4040 -20 Rev. B SA/7 Robert L. Clark, P.E. PE #39712 Structural 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 66" 68" 70" 72" 74" 76" 48" A,B,M Q +80.0 -80. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M A +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 52" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 77.3 +75.9 -75.9 53 1/8" A,B,M ® +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 53 1/8" 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 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® TABLE 2. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 5/8" 63" 72" 74" 76" 48" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M e0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 53 1/8" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 53 1/8" 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 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 53 118" D,E,F,J,K,L 171/8" +80.01 -80.0 2211/16" I 28 3/16" I 33 3/4" +80.0 I -80.0 +80.0 -80.0 +80.0 39 5/16" 44 13116" 50 3/8" 55 15/16" -80.0 +70.0 I -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8 "A,.090,1/8 "A) FTL-4647, 4648, 4723, 4957 _ B. 5/16" LAMI - (1/8 "A,.090,1/8 "HS) FTL-4647, 4648 C. 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) FTL- 4647, 4648 D. 7/16" LAMI - (3/16 "A,.090, 3/16 "A) FTL -4645, 4885 E. 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) FTL -4645 F. 7116" LAMI - (3/16 "HS,.090, 3/16 "HS) FTL-4645 G. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "A,.090,1/8 "A) FTL -4646, 4723 H. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8 "HS) FTL -4646 I. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) FTL -4646 J. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16 "A) FTL -4649, 4650 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) FTL- 4649, 4650, 4958 L. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16 "HS) FTL -4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8 "A,.090, 1 /8 "A)A FTL -5063 "0" MEETING RAIL "X" S SH "0" MEETING RAIL "X" W HT. "0" MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 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 DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM.A 7 SASH 1_ ®' WHT. MINUS SASH -t HT. SASH Rated By: Date: Revisions Rend By: F.1G DaEee 11/13/06 Ravieknz B UPDATE TO ASTM E 1300-02 REMOVE STD VIEW SASH HT REF, TABLE2 REWSED CUSTOM FORMAT DPS ADD 1NT. F1N. UPDATE TEST NOS Robed By: F.IC Daft 1/24/06 Revisions: A ADD FTL -4723 TO GLASS TYPES AAND G. Drum By: F.JG Deb: 9/1/05 Checked By: J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES PRODUCT REVISED e cmpg with die Merida [Adding Code Acceptance No &Oradea Date • A • %T177L_� f, .06 2011 ALUM. SINGLE HUNG WINDOW, IMPACT asissiMxItt SH700 NTS ant 3 at 11 4040 -20 Raw B /40/ Robert L. Clark, P.E. PE #39712 Structural 49 5/8" MAX. FIXED DLO (ALL) 531/8° MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH WIDTHA SEE DLO TABLE SEE DLO TABLE (MAX.) 0 ` I 75 "N I. D r.-' HER 75" I.F. HEIGHT M AX. 76" FLAN HEI X j 38 7/16" MAX. SASH HEIGHT 1 . J AX. HT 76" MAX. FLANGED HEI HT 1 SEE DLO TABLE SEE DLO TABLE 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B 0 DETAIL FIXED LITE 75" I.F. HEIGHT M AX. 76" FLAN HEI A 34 1/2" X B SASH SAS HEIGHT J C B DETAIL D VIEW (CUSTOM SASH) MAX. GED GHT 1 A SEE DLO TABLE 75" MAX. A I.F. HEI HT A 76" MAX. FLANGED HEI HT 1 SEE DLO TABLE X j S E NO E 4 DETAIL B VIEW (STANDARD SASH) E+� 1 75" MAX. I.F. E HEIGHT SEE DLO TABLE A 76" MAX. FLANGED HEIGHT SEE DLO TABLE 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) 1 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. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A C 75" MAX. I.F. HEI HT A 76" MAX. FLANGED HEI HT SEE DLO TABLE SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. PRODUCT REVISED es comma with the P IMI Balding Cede Acceptance No Date 20/1 RevedBy: Dees Revisions: Reradey. F.IG Dabs 11113/08 Revlafaer 8 Roved By: FJC 1/24/08 Revisions: A ADD INTEGRAL FIN (I.F.) VERSION, CHG. NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEET Drawn By.' F.IG Vets 9/1/05 Checked By J.J. Doebx I 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 13 di Visibly Better ELEVATIONS Res ALUM. SINGLE HUNG WINDOW, IMPACT Sedsallitidet SH700 NTS Shot 4 a 11 prow No. 4040 -20 Rw B Robert L. Clark, P.E. PE #39712 Structural 2.784" --al NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE INSIDE NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1 MAX. FIXED LITE DAYLIGHT OPENING 2.710" 7,8 OR 17 MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS OUTSIDE INSIDE ` MAX. HEIGHT OUTSIDE 2.946 HIGH SI MAX. VENT DAYLIGHT OPENING 2.330" (LOW SILL) SEE NOTE ABOVE SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY 2.946" (HIGH SILL) ALTERNATE HIGH SILL HEAD JAMB OUTSIDE / 2.710" ®I.F. FRAME -K n CD OUTSIDE SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) PRODUCT REVISED ea complying with tie Thrift &dam Cede Amputate Ne rice Date Raw IBy: Drew Rsvhlvex Rewad Br F.K 11/13!06 Ravklans B ADD I.F. SECTIONS & CONSOLIDATE SAL COMPONENTS RersdBic F.K Date: 1/24/06 R A NO CHANGE THIS SHEET Drawner: F.K oew 9/1/05 CreetedBy: J.J. Dabx 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PIG" Visibly Better SECTIONS ngc ALUM. SINGLE HUNG WINDOW, IMPACT aseasiblodsk SH700 Bask Half Meat 5 d 11 Denary No. 4040 -20 Raw B Robert L. Clark, P.E. PE #39712 Structural ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 C. GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) #8 X.750 PH. PN. SMS 7834M 12 E. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1/8 "HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 I. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LANK, (1/8 "HS,.090 PVB,1/8"HS) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8 -32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X25/64" X 1" 71622K 36 1052 LAM IG SETTING BLOCK 1" X3/4" X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAMI W /GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAMI W /GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAM I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY W /RINGS 71630 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .135 DIA FOAM 61624K RavadBy: Revisions: Rsndhiy FK Rend By: F.K Daft 11/13/06 24/06 Waialeale B ADD I.F. FRAME ITEMS 47, 48, 49 AND 50. UPGRADE ITEM 21. ADD ITEM 92 CHG. DESCRIPTION ITEMS 7,9 & 13 Rsrldoe x A NO CHANGE THIS SHEET flmm asp. F.K Datir 9/1105 Checked hay. J.J. Dais 2/23/07 A A 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ITEM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X1/2 - 7/16 LAM! 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAM, (1/8 "A,.090 PVB,1/8 "A) 81 B. GLASS, 5/16" LAM, (1/8 "A,.090 PVB,1/8 "HS) 82 C. GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) 83 D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) 84 E. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1/8 "HS) 85 F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) 86 G. GLASS, 13/16" LAMI IG;1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1/8 "A) 87 H. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LANK, (1/8 "HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 7/16" LAM, (3/16 "A,.090 PVB,3 /16 "A) 90 K. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 7/16" LAM, (3/16 "A,.090 PVB,3/16 "HS) 91 L. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 7/16" LAM, (3/16 "HS,.090 PVB,3 /16 "HS) 92 M. GLASS, 13/16" LAM IG; 1/8"A AMR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8 "A) FRAME, I.F. HEAD #4071A, 6063 -T6 2.90 .062 NOM THICKNESS 71 FRAME, I.F. HIGH SILL A (USED AS RADIUS TOP HEAD) FRAME, I.F. LOW SILL #4072A, 6063-T6 2.374 2710 .062 NOM THICKNESS FRAME, I.F. JAMB #4074B, 6063 -T6 #4073A, 6063 -T6 Visibly Better PARTS LIST PRODUCT REVISED as complying with He Mid. Belding Cede Acceptance No � _ � 2.06 Date .r7?7# 26// Mime Dede Product ALUM. SINGLE HUNG WINDOW, IMPACT SereshModt Sf700 seerx NTS Sheet 6 of 11 Pawky, Na 4040 -20 Raw B Robert L. Clark, P.E. PE #39712 Structural 1.363 FLANGE FRAME HEAD #4002A, 6063-T6 .062 .062 1 2.710 1 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) 1.342 ri .062 155 FIXED MEETING RAIL #4054A, 6063HD T6® 3.446 .062 2.946 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 2.830 .062 2.330 I-4--- 2.784 ---4-1 FLANGE FRAME SILL (Low) #4003C, 6063 -T6 1 -- �1-.1—.062 11.490 k-1.451 -f- SASH STOP #4025, 6063 -T5 1-4-- SASH TOP RAIL #4006C, 6063HS -T6 .062 1-+- 1.513 -4-J F.738 .040 SASH STOP COVER #4053, 6063 -T5 (or47 I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL 6 or 50 6 or 50 SEALANT ALONG ENTIRE JOINT I.F. FRAME 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) SASH BOTTOM RAIL(LOW) #4007, 6063 -T5 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 .062 SASH SIDE RAIL #4008, 6063 -T5 �m[.050 II 1 12 .678 1.096 1-4--4� LLB_ GLAZING BEAD 7/16" #4222, 6063-T5 050 __ .678 1.11544- -+-1 j GLAZING BEAD 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) 050 .678 t0964-4--4-1 GLAZING BEAD, 5/16" #4039B, 6083 -T5 .050 1.096 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) 1 .678 .683 50 1 1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 PRODUCT REVISED as complying whb Else Fluids Striding Cods Aestptsaes Na • - , r.d�.lJla� sir n7";014 .SOP DY R1 lz Revisd Dew Revieforew Revsd By. F.K Rood By: F.K Dew 11/13 Date: 124108 Rsvislow B A UPDATE FRAME CORNER ASSEMBLY TO INCLUDE I.F. AND UPGRADE ITEM 21 ALLOY. NO CHANGE THIS SHEET a+mm By; F.K amt 9/1/05 Checked By: J.J. Oafs 223/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ILIGT Visibly Better EXTRUSIONS & FRAME CORNER DETAIL n ALUM. SINGLE HUNG WINDOW, IMPACT s:te 311700 Half Meet 7 d 11 4040 -20 Ray B v Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: ANCHOR TYPE: ■ WINDOW WIDTH GLASS TYPE 28.603 34.603 40.603 46.603 .603 58.603 64.603 U N U U 1-0 M a M0 U Nz 0 0 T- O U M 0 -O N O U Nz 0 U P 0 19.125 C,D,E,F,G, H,I,J,K,L 1 1,2 1 1 1 1 11 1 1 2 1:1 1 12 1 2,2 1 1F2 o NO 0 M 0 -O 1 1 1 1 212 A,B,M 24.000 C,D,E,F,G, H,I,J,K,L 1 1 :2 1 1 2 1 1 1 1 11 1 1 1 2 11 1 1 1 1 111'21.212 1 2, 2 1 22 1 1 2 1 1 2 1, 2 2 1 2.2 2.2 2 2 2 2 1 2.2 1 2:2 1 2'2 1 2.2 1 2 2 1 2 2 U N z U 1 22 U P 0 1 2:2 M0 NO 1 2.2 0 1 1 o 1 2 2 1 0 76.000 tst 1 1 2 2 1 2:2 1 2 2 1 22 1 2.2 1 2 :2 1 2 2 1 23 1 2 2 1 1 2 2 1 • A,B,M 1 1 2 1 1 1 1 1 2 1 1 2 1 1,2 1 1 2 1 2.2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2:2 1 2 2 1 2 3 1 1 1 1 1 1 1 32.000 C,D,E,F,G, H,I,J,K,L 1 1.2 1 12 1 2 2 1 23 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2.3 1 2 3 1 2 2 1 2' 3 2 3; 3 1 1 2 1 1 2 1 A,B,M 1 12 1 1 2 1 2:2 1 2 3 1 12 2.2 1 2 3 1 1 2 1 2: 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2:3 1 33 1 1 1 1 1 1 1 37.000 C,D,E,F,G, H,I,J,K,L 1 2;2 1 1 2 1 2 2 1 1 2 3 1.2 1 2 3 2 2 3 1 2 2 1 2 3 2 2. 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 3 2 1 2 2 1 A,B,M 1 2 2 1 1 2 1 2 2 1 2 3 1 1:2 2 3 2 2 3 1 2 2 1 2. 3 2 2 3 1 2 2 2 2 3 2 2.3 1 2.3 2 2 3 2 3 4 1 2 3 2 2 1 2 2 1 1 1 1 1 313 1 1 2 2 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 212 2 1 2 2 2 2 2 2 3 2 2.2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3,3 2 2 2 2 2 2 2 2 A,B,M 2 212 2 12 2 2 2 2 23 2 2.2 2 2: 3 2 2 3 2 2 2 2 2 :3 2 2.3 2 2' 3 2 2:3 2 2 4 2 2. 3 2 3:3 2 2 2 2 2 2 2 2 2 2 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3.4 2 2 3 2 3:3 2 2 2 2 2 2 2 2 A,B,M 2 212 2 2 2.2 2;2 2 2 3 2 2 2 2 2' 3 2 2 3 2 2;2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 :4 2 2 3 2 3 :3 48.000 PSF 79 79 2 2 2 3 2 314 2 2 2 2 2 2 2 C,D,E,F,G, H,I,J,K,L 2 2 2 2 22 2 2 2 2 2 3 2 2 2 2 2:3 2 3 ;4 2 2 3 2 3:3 2 3 :4 2 2.3 2 3 4 2 3.4 2 2 3 2 3 4 2 2 2 3 2 2 3 2 A,B,M 2 2 2 2 22 2 2 2 2 :3 2 2 2 2 2 3 2 3 4 2 2 :3 2 33 2 3 4 2 2.3 2 3 4 2 3 4 2 23 2 34 2 2 2 3 2 2 3 2 2 2 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3;4 2 2:3 2 3 4 2 3 4 2 23 2 3:4 3 3 :4 2 3 :3 2 34 3 2 2 4 4 3 2 3 3 2 A,B,M 2 2 2 2 2 2 2 2 2 2 232;2 2 2 3 2 314 2 2 3 2 3.4 2 3 4 2 2 3 2 34 3 34 2 3 3 2 3 ;4 3 2 2 3 2 2 3 2 3 Resod By: ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/T MAX. FROM TOP CORNERS JAMBS - 17 1/T MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL A 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 LIMITED) HEAD JAN13 ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 2 3 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAIVB BELOW MTG. RAIL 2 2 3 PRODUCT REVISED as complyhts with *be ~it Balding Code Acceptance Pie E Soo Dote Dar Madam Rend Dar 11/13/06 Revlaxor REWSE ANCHORAGE TABLE AND NOTES. ADD DP MAX VVHERE ANCHOR 127Y IS RESTRICTED BY SIZE. Road By: Dater Radiator A NO CHANGE THIS SHEET Down Bic Dora 7/29/05 Chaska By: Dar 2/23/07 I 1070 lt-CHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Eldir ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better SH700 NTS mak 8 11 4040-20 Reg Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE: ..,„ WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE 0 60 0 0 1 CONC o U O 0 1 CONC o cc*hiONO 0 0 1 CONC o MNO 0 O U 0 OMNO 0 o y ) Z 0 1 CONC o c�O ? U O 0 1 CONC o r}O U O 0 0 -Z 0 WINDOW WIDTH GLASS TYPE S 19.125 C,D,E,F,G, H,I,J,K,L 1 1`1 1 1 1 1 1:1 1 2 2 1 2:1 1 2'2 1 2:2 1 2,1 1 2.2 1 2;2 1 2'2 1 2;2 1 2;2 1 2 :2 1 212 1 2.2 1 2'2 1 2 :2 1 3:2 1 2.2 1 3;2 1 3 2 1 2 2 1 3.2 A,B,M 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2:2 1 2;2 1 2:2 1 2 2 1 2.2 1 2:2 1 2 2 1 3 2 1 3:2 1 2 2 1 3 2 1 3i 2 1 2:2 1 3:2 1 3:2 1 2:2 1 3'2 A,B,M 11 1 1 1 1 ; 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 32,000 PSF 68 77 H,I,J,K,L 1 111 1 1 1 1 111 1 2; 2 1 2,2 1 2 2 1 2:3 1 2:2 1 2 2 2 3, 3 1 2' 2 1 3,3 2 3;3 1 3:2 1 3;3 1 3:3 1 2.2 1 3:3 1 4.3 1 3:2 1 4:3 1 4.3 1 3.2 1 4 3 A,B,M 111 1 1 1' 1 111 1 1 2:2 1 2 2 1 2;2 1 2.3 1 2.2 1 22 2 3 3 1 2 2 1 3 3 2 3.3 1 3 2 1 3;3,3.3 1 1 2;2 1 3 :3 1 4:3 1 3 2 1 4 3 1 4:3 1 3 2 1 4;3 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1[ 1 1 1 1 1 111 2 212 1 2 2 1 2;2 2 2:3 1 2 2 2 2.3 2 3:3 1 2,2 2 3 3 2 3 3 1 3.3 2 4 3 2 3:3 1 3 2 2 3,3 2 4 3 1 3 2 2 4 3 2 4.4 1 3.2 2 4,3 ABM 1 1 1 1 1 1 111 2 212 1 2 2 1 2.2 2 2 3 1 2 2 2 23 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 C3 2 3 3 1 3:2 2 3 3 2 4 3 1 3 2 2 4 3_4.4 2 1 3 2 2 4 3 40.000 PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 111 2 111 2 111 2 212 2 2 2 2 2;2 2 2.3 2 2:2 2 3:3 2 3;3 2 2,2 2 3:3 2 4:3 2 3'3 2 4.3 2 3 3 2 3:3 2 4.3 2 4.4 2 3.3 2 4 3 2 4.4 2 3:3 2 5 3 A,B,M i 111 2 2 1T1 111 2 2 212 2 2 2 2 2:2 2 2:3 2 22 2 3-3 2 3'3 2 2.2 2 3'3 2 4.3 2 33 2 4.3 2 3:3 2 3;3 2 4 3 2 4 4 2 3 :3 2 4;3 2 4:4 2 3,3 2 5 3 44.000 PSF 49 79 56 79 79 C,D,E,F,G, H,I,J,K,L 1 2 1 1 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 3:3 2 2:2 2 3 3 2 3 4 2 2.3 2 3 3 2 4.4 2 3 3 2 4 3 2 4:4 2 3.3 2 4 3 2 4 4 2 3:3 2 4! 3 2 4.4 2 3 3 2 5.'4 ABM 1 2 1 1 1J1 2 111 2 212 2 2 2 2 _2 21_ 2 2 3 3 2 2 2 2 3 3 2 3 4 2 2 3 2 3 3 2 4,4 2 3 3 2 4 3 2 4:4 2 3 3 2 4 3 2 4 4 2 3:3 2 4 3 2 4 4 2 3;3 2 5;4, 48,000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 11 1 2 212 2 2 2 313 2 2 2 2 33 2 3::4 2 3 3 2 3:3 3 4:4 2 3!3 2 4!4 2 4 4 2 3 3 2 4;4 3 4 4 2 4;3 2 5 4 3 4,4 2 4 3 2 5;4 1 11 1 1 2 2 2 2 A B,M 2 2 2 2 2 2:2 2 2 2 2 3 ; 3 2 3 4 2 3:3 2 3;3 3 4i4 2 3:3 2 4.4 2 4 4 2 313 2 4 4 3 4 4 2 4 3 2 5;4 3 4 4 2 4 3 2 5 4 111 9-11 1 1 1 212 2T2 3 3 212 53.125 PSF 41 67 46 67 76 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 3 313 2 3 3 2 3'3 3 4'4 2 3 :3 3 4'4 3 4; 4 2 3:3 3- 4!4 3 4 :4 2 3 3 3 4 4 3 5 5 2 4' 3 3 5 4 3 5 5 2 4 3 3 5:4 1 1 1 1 1 1 2 2 2 2 2 2 A,B,M ?. 1 1 9 2 1 1 1 2 111 2 212 2 2 : 2 2 212 3 3113 2 3 3 2 313 3 4;4 2 3.3 3 44 3 44 2 3,3 3 4.4 3 44 2 3;3 2 4 3 5,4 2 43 3 5;4 3 54 2 43 3 5:4 Rovisiorar Road By Rohr Rat REVISE ANCHORAGE TABLE AND NOTES. 1070 TECHNOLOGY DRIVE F.K 11/13105 B ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. NOKOMIS, FL 34275 Rowd By: F.K 1/24/05 RovIsioar A NO CHANGE 71119 SHEET Drown e).. F.K. baler 7/29/05 amerced By: J.J. caw 2/23/07 I P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. A 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. A TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 197 3 31.3 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT RRVISED as complyiag wide doe Mile Belding Cade No Date 2 2:2 p• ir ANCHORAGE SPACING, STANDARD VIEW Tft ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better s..t SH700 scale: NTS wmt 9 of 11 Doffing 4040 -20 Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: — ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 >0 0 N 0 0 0 r- Q 0 c N O 0 N O 0 0 O 0 0 N° 0 N O 0 0 r O 0 0 cc 14 O 0 N O 0 0 r O 0 0 N O 0 N O 0 0 r O 0 0 N O 0 N O' 0 0 O 0 0 N 0 g 0 CV O 0 0 �— O 0 0 N O 0 N O— 0 0 O 0 WINDOW WIDTH GLASS TYPE ° 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24 000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32 000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 37.000 PSF 79 D,K,L J, 1 1 1 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 2 14 15 5 I 4 I 5 2 40.000 PSF 79 79 79 79 D,K,L J. 1 1 2 3 3 4 3 4 4 I 3 I 4 4 13 15 4 I 4 I 5 5 14 16 1 2 2 3 PSF 79 76 79 77 79 79 79 D K,LJ 1 1 1 2 3 4 4 4 4 3 5 4 13 15 5 14 15 5 14 16 2 2 3 3 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K,L 2 2 2 2 2 2 2 3 2 3 2 3 4 2 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 1 1 1 2 2 2 3 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 3 3- 2 3 2 3 3 4 2 4 3 4 3 5 2 4 3 5 3 6 2 5 3 3 6 2 5 3 7 3 6 2 5 3 7 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. --� ANCHOR TYPE- 0 O N3 WINDOW WIDTH 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 0 Z 0 0 0 r Z 0 0 co O N3 U N z 0 0 0 0 M O N3 0 N Z 0 0 Z 0 0 M O N3 0 O 0 0 z 0 0 0 el 0 0 Z 0 0 0 0 o 0 Z 0 U 0 0 0 el 0 OO 0 Z 0 0 0 (0. 0 0 0 0 0 Z 0 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 1 2 2 2 1 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 3 1 3 1 3 4 I 3 1 3 4 1 3 1 4 40.000 2 1 2 1 2 74 2 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 44.000 2 1 2 1 2 68 78 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 I 3 4 1 3 1 4 5 1 3 1 4 51314 48.000 63 72 79 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 53.125 73 58 66 72 2 2 1 2 2 2 2 3 3 I 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 Raced 13$ Dribx ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 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 1/2" MAX. ABOVE THE MEETING RAIL 6" 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. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW A WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE in LESS. 6. DESIGN PRESSURE LIMITATIONS: A 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. A TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 A TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 PRODUCT REVISED as comma will' die Pled Duds* Cods Acceptance No E. ration Reakdotat Raved By: F.K 11/13/06 Rrilslaur B REVISEANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. Rend By. F.K Oahe 1124/06 A NO CHANGE THIS SHEET Damn Bi= F.K Dates 729/05 seder J.J. Dshr 2/23/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE SPACING, CUSTOM VIEW TRW ALUM. SINGLE HUNG WINDOW, IMPACT fissfeWhforkt SH700 Sods NTS Mat 10 of 11 Darring No. 4040 -20 Raw B R rt L. Clark, P.E. PE #39712 Structural EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) ••• • .• 1 3/8" MIN., 1/4" TAPCONA • •1 %3/4" MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)A DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" • j • v• • •• • 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A 1 3/8" MIN. 1 3/8" 1/4" MAX. SHIM L NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS 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 Ix 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. 5. 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. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. 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. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 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) 2x WOOD BUCK (SEE NOTE 4) A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. --r SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 111 WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 0 1/4" `MAX. SHIM IINIIMPHIRE DETAIL G, (SILL) WOOD FRAME PROM= REVISED aseempl igwiththeMidi %Wag Cede No ar r ., .06 Eapiratic* Date !M 4Lik ,7.w/ Raved Bs Deal Revisions Roved Ely: FJC Dom: 11/13/06 Revisions B Revise By: F.IC Dedrx 1/24/08 A ADD INTEGRAL FINANCHORAGE UPDATE & REORDER NOTES. ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. ADD NOTE 8 RE FIAT HEAD ANCHORS. D,aw„ ax F.IC D 9/1/05 cheokad BY J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 113GT_ Visibly Better ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT estisseaskt SH700 Salm NTS .it I Owing No. 11 of 11 I 4040 -20 Res B o/7 Robe L. Clark, P.E. PE #39712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIV SION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Teebnology 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 Dalai-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C-740 Outswing Aluminum Casement Window -L.M.L APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, impact.", sheets 1 through 13 of 13, dated 12/17 /02 with revision 9)" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. ff 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 albs' page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.8ov/buildinecode NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045-8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03 -0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Rte,,' No. FTL 3587 dated 10/8/02, signed and sealed by J • .h Chan, P.E. (Submitted wader NOA# 03- 0611.02) 1/ ! _ . E -1 !ter Manuel P Product Control r NOA No. 0 ; .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,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 10/3102, 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 Butaeite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window — L.M.I., approved i +ir 3/06, e /22/08. Manuel P P.E. Product Contro finer NOA No. 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 0 F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS x 2 0 x 0 x 3 x 1 3 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS..... 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 414 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 4- 31-.-3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. 04. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN 0 SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 07. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. Revsd 8y: F.K. Date: 3/25/03 -"- • —11213 Control PRODUCT REN WED cori n-V 3:a? %vitt iht x .Ierklz !Smids- Aetw, p,!n HY Warn t1TairliastCairatrab Divis Revisions: 6 ADD 13/16" I.G. & MOVE GLAZING DETAILS TO SHEET 2 Revsd By F.K. Date: 7/10/03 Revisions C NO CHANGE THIS SHEET Revsd 8y: F.K. Date: 6/23/05 Revisions: 0 ADD 76" HT., GLASS TYPES F AND G. REVISE ANCHORAGE. Drawn By F.K. Date: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 Visibly Better Desorption: NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Sedes/Modet CA -740 Scale: NTS Sheet 1 of 13 Ong 7045 -8 Rev. I VI, Vc-- 5-- Lucas A. Tumer, P.E. PE #58201 Mechanical A 1/8" ANNEALED OR -- -.090 PVB INTERLAYER HEAT STRENGTHENED -- GLASS _� 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" -- 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER h- ---I -- 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT 1-'- STRENGTHENED GLASS .65" NOM. GLASS BITE Rend By: Date: F.K. 3/25/03 Revsd By Date: F.K. 7/10/03 Revsd By: Date: F.K. 6/23/05 Drawn By Date: F.K. 03/25/03 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE - 1/8" ANNEALED GLASS t 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 13/16" 7/16" LAMINATED COMPONENT - .090 PVB INTERLAYER -3/16" HEAT STRENGTHENED GLASS 13 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL i .65" NOM. GLASS BITE f =TIT'S � ebe S -1 2 oassTri:5 Q Revisions: B REDRAW GLAZING DETAILS & ADD 13/16" LG. Revisions: C NO CHANGE THIS SHEET Revisions: D Checked By. ADD 13/16' LAMI LG. W /7 /16'LAMI & CORRECT 5/16" LAMI DETAIL Date: 1070 TECHNOLODY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 d 1 r Visibly Better Description GLAZING DETAILS Titre: ALUMINUM CASEMENT WINDOW, IMPACT Sanes/Moder: CA -745 Scare: NTS Sheet. 2 at 13 Drawing No. 7045 -8 Rev: -;_z1 [ rim-{ Lucas A Turner, P.E. PE #55201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7 "\ - 4" MAX. " -- 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL - TYP. (2) f 13" MAX. O.C. f Revsd By Date: F.K. 3/25/03 Revsd By. Date: F.K. 7/10/03 1 4" MAX 4" MAX. 30" MAX. DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. NW- 30" MAX. DAYLIGHT -- OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING t 17: i / SEE MEETING RAl I/DETAIL T P. (2) t r 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 0 i A 69" MAX. DAYLIGHT - OPENING io 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. I.. 1 60" MAX. FIXED 1 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Q 69" MAX. DAYLIGHT OPENING 0 76" MAX. HEIGHT estploki MS tie norid3 add* Oa as coreltiea with she Sstitta 11 Mia , e r Di ea Revisions: B CHANGE SHEET NO. REFERENCES Revisions: C ADD HINGE LOCATION DETAILS Revsd By. Date: F.K. 6/23/05 Drawn By: Date: F.K. 12/17/02 Revisions: D Checked By. CHANGE MAX. HT. TO 76" AND MAX DLO TO 69" Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 VilleBercer DespiPtlon: "XX" & "XOX" ELEVATIONS nte: ALUMINUM CASEMENT WINDOW, IMPACT Sones/Model. CA -740 NTS Sneer 3 or 13 Drawing No. 7045 -8 Rev: Lucas A. Tumer, P.E. PE #58201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL -- 37" MAX. WIDTH 30" MAX. - DAYLIGHT -- OPENING 13" MAX. O.C. 4" MAX. 1 — L i 69" MAX. DAYLIGHT OPENING 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 76" MAX. HEIGHT 14 1/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 4" MAX. 97" MAX. WIDTH 30" MAX. --- DAYLIGHT -�- OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A _ 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 53" MAX. DAYLIGHT OPENING rt �-- 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION I A 69" MAX. DAYLIGHT - OPENING 76" MAX. HEIGHT 14 1/2" MAX. O.C. VENT 4" MAX. HEAD & SILL ONLY 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT --a- 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) PRODUCF REVISED as tomPlflaratiel the Flortg4 e osik mr — 2q PRODUCT RENEWED BS eoengelyiDs with the Fleef Ruiding Code Am ping, No Eapica1isc Iotai Revsd By: Date: F.K. 3/25/03 Revsd By Dale: F.K. 6/23/05 Revsd By: Date: F.K. 7/10/03 Drawn By: Date: F.K. 12/17/02 Revisions: B CHANGE SHEET NO. REFERENCES Revisions: C ADD HINGE DETAIL & HINGE LOCATION NOTES Revisions: D CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69° Checked By. F.K. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 UilifilZibb, jeBetter Description: "X ", "O ", "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Series/Model. CA -740 of 13 z-' ((/ r/ Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: "X" WIDTH A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEIGHT 19 1/8 24 261 /2 30 32 34 A B,E A B,E A B,E A B,E A B,E A 2 NEG -90.0 -90.0 - 90.0 -90.0 - 90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 6 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 3 NEG -90.0 -90.0 - 90.0 -90.0 - 90.0 -90.0 -90.0 - 90.0 -90.0 -90.0 -75.0 1 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 B,E 36 37 A B,E A -75.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 3 NEG -90.0 -90.0 -90.0 - 90.0 - 90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 6 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 NEG - 90.0 - 90.0 - 90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 3/8 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 4 NEG - 90.0 -90.0 - 90.0 -90.0 -90.0 - 90.0 -77.6 -90.0 -71.1 -90.0 -65.5 3 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 48 NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -90.0 70.0 -68.4 68.4 -90.0 70.0 -61.8 61.8 -90.0 70.0 -57.5 57.5 50 NEG - 90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 - 90.0 -54.9 5/8 POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 5 NEG -90.0 -90.0 -90.0 -90.0 -75.4 - 90.0 - 60.0 -90.0 - 56.1 -90.0 -51.8 4 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 5 7 POS 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 6 NEG -90.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 0 POS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 6 NEG -90.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 3 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 66 69 72 NEG POS NEG POS NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -66.2 66.2 -65.0 65.0 -63.7 63.7 -90.0 70.0 -90.0 70.0 -90.0 70.0 -51.3 51.3 -49.8 49.8 -48.3 48.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 -45.6 45.6 -43.9 43.9 -42.2 42.2' -90.0 70.0 -87.8 70.0 -84.4 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 -70.4 - 75.0 -67.9 70.0 70.0 67.9 -60.4 -75.0 - 59.0 60.4 70.0 59.0 -54.3 - 75.0 -52.8 70.0 54.3 70.0 52.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -51.1 -75.0 -49.9 51.1 70.0 49.9 -47.9 -75.0 - 46.4 47.9 70.0 46.4 -44.8 -75.0 -43.5 44.8 70.0 43.5 -42.2 -75.0 -41.1 42.2 70.0 41.1 -39.7 -75.0 -38.6 39.7 70.0 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 -75.0 70. -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ;1 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 UP TO 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By: Date: F.K. 3/25/03 Revsd By: Date' F.K. 7/10/03 Revsd By: Date: F.K. 6/23/05 Drawn By: Date: F.K. 12/17/02 X assluOilleta the Radii Assepins- I ., t.I PRODUCT RENEWED as complying with the Mori& Mang Colic Acceptance No don Date Re ions: B ADD GLASS TYPE E TO TABLES 1 & 4 Revisions: C NO CHANGE THIS SHEET Revisions: D Checked By REVISE ANCHORS & ADD 76" HEIGHT OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Senes/ModeL CA -740 Scale: NTS Sheet: 5 a/ 13 Drawing No 7045 -8 Rev: 1;Z* Lucas A. Tumer, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS EG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70. ►t -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 X X 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 x63 "HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 raositeravisart Giaisprorwa tike nortdo C5 -tl gt GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -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.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT es complying witia the With ! uiding Code Aumptraaee Net iratia'.a Vio Raved By: Date: Revisions: Revsd By: Date: Revisions: Revsd By. F.K. Drawn By: F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By. REVISE ANCHORS & ADD TABLES 76° HEIGHT OPTION Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P�T Visibly Better Description: PRESSURES - XX CONFIG. WINDOWS rme: ALUMINUM CASEMENT WINDOW, IMPACT Se ast/Nodal. CA -740 Scale: NTS Sheet: 6 of 13 Drawing No. 7045 -8 Rev: Lucas A Turner, P.E. PE #58201 Mechanical 70 COMPARATIVE ANALYSIS TABLE 6. "O" & "1/4- 1/2 -1/4 XOX" WINDOWS GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" E. 13/16" LAMI 1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS F.13/1 HEIGHT WIDTHS 26 31 36 38 3/8 43 48 50 5/8 54 / 57 TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 MI (3116 "A,.090,3 /16 "HS) LAMI 1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS "O" "XOX" 60 63 67 - 72 76 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG P.4S NEG POS NEG POS NEG POS NEG 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 36 72 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 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A 37 74 B,E C,F A 391/2 79 B,E C,F A 42 84 B,E C,F A 45 90 B,E C,F A 48 96 B,E C,F A 501/2 101 B,E C,F A 531 /8 106 3/8 B,E C,F A 54 108 B,E C,F A -90.0 70.0 -90.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -73.7 70.0 -90.0 70.0 70.0 -67.9 67.9 -75.0 -90.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -67.8 70.0 70.0 67.8 -75.0 -90.0 -62.1 70.0 70.0 62.1 -90.0 70.0 -90.0 70.0 -59.0 59.0 -52.8 52.8 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -55.7 55.7 -49.8 49.8 -90.0 70.0 - 49.9 49.9 -75.0 70. -90.0 70.0 - 46.9 46.9 POS NEG1POS NEGIPOS - • ' .0 70.0 -90.0 70.0 - 46.4 46.4 -43.5 43.5 - 90.0 .41.1 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -43.6 43.6 -41.1 41.1 -75.0 -90.0 - 38.6 -75.0 -90.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -62.4 70.0 70.0 62.4 -75.0 -90.0 -58.4 70.0 70.0 58.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -63.3 63.3 - 56.4 56.4 -90.0 70.0 - 53.4 53.4 -75.0 -90.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 -90.0 -70.3 -75.0 70.0 -75.0 70.0 -90.0 70.0 -58.0 70.0 70.0 58.0 70.0 -75.0 70.0 -75.0 -90.0 -54.6 -75.0 70.0 70.0 54.6 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -59.3 59.3 -53.6 53.6 - 75.0-70.0 -90.0 70.0 - 50.9 50.9 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 - 50.0 50.0 -46.9 46.9 -75.0 70.0 -75.0 70.0 -90.0 70.0 -84.5 70.0 -47.5 47.5 - 44.7 44.7 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 70.0 -90.0 70.0 -90.0 -75.0 70.0 -65.0 70.0 -90.0 65.0 -54.3 70.0 -90.0 70.0 54.3 -51.1 51.1 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 - 55.1 55.1 -51.4 51.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -88.2 70.0 -48.6 48.6 -81.8 70.0 -76.9 70.0 -45.3 45.3 -42.5 42.5 -72.4 -40.4 -75.0 -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 -75.0 70.0 -60.8 70.0 -90.0 60.8 -51.3 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 51.3 -48.3 48.3 -52.7 52.7 - 48.7 48.7 -75.0 -90.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -58.7 70.0 -75.0 70.0 -90.0 58.7 -48.7 70.0 70.0 48.7 -75.0 -90.0 -45.4 70.0 70.0 45.4 -75.0 70.0 -75.0 70.0 -90.0 70.0 ' -81.2 70.0 -50.0 50.0 - 46.1 46.1 -75.0 X70.0 -80.9 70.0 - 46.9 46.9 -75.0 70.0 -75.7 70.0 - 44.2 44.2 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -70.7 70.0 -67.3 -43.5 43.5 ' -41.3 41.3 -39.2 -75.0 70.0 -75.0 70.0 -70.3 70.0 - 66.8 66.8 -42.2 42.2 -40.1 40.1 -75.0 -63.5 -38.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -58.2 70.0 -90.0 58.2 -47.9 70.0 70.0 47.9 -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 -90.0 70.0 -44.5 44.5 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -88.6 70.0 -76.4 70.0 -49.1 49.1 -45.3 45.3 -75.0 70.0 -75.0 70.0 -71.1 70.0 -43.4 43.4 - 66.5 66.5 -63.0 63.0 -41.9 41.9 -39.8 39.8 -60.0 -37.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -57.1 70.0 -90.0 57.1 -46.4 70.0 -90.0 70.0 46.4 -43.3 43.3 -86.9 70.0 -75.0 70.0 -47.5 47.5 , - 43.9 432 -70.1 70.0 -42.2 422 - 65.4 65.4 -61.8 61.8 -40.8. 40.8 -39.1 39.1 -59.1 •372 551/2 111 B,E C,F A 57 114 B,E C,F A 581/2 117 B,E C,F A 60 120 B,E C,F -75.0 70.0 -75.0 -90.0 70.0 -75.0 70.0 -90.0 -56.2 70.0 -75.0 70.0 -90.0 56.2 -44.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -90.0 44.8 -42.1 70.0 42.1 -84.3 70.0 ' -72.5 70.0 -68.4 68.4 - 46.246.2 -42.5 42.5 -41.2 41.2 -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 - 63.6 63.6 -60.1 60.1 -39.8-39.8 - 38.5 38.5 -75.0 70.0 -75.0 70.0 -57.5 -36.7 -73.3 -90.0 70.0 -90.0 -742 70.0 -55.0 70.0 -90.0 55.0 -43.4 70.0 -90.0 70.0 43.4 -40.9 40.9 -81.8 70.0 -70.7 70.0 - 44.8 44.8 -41.3 41.3 -66.7 66.7 -40.2 40.2 -61.8 61.8 - 58.7 58.7 - 38.7 38.7 -37.6 37.6 -55.9 - 36.1 -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 - 722 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 59.1 37.2 70.0 57.5 38.7 70.0 55.9 36.1 70.0 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 -83.2 - 41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 - 74.3 -60.5 -36.2 -72.4 -57.3 -35:9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -532 -34.2 -68.4 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 38.6 70.0 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 36.5 70.0 70.0 -55.0 55.0 -55.0 55.0 -55.0 41.9 70.0 70.0 39.7 70.0 69.2 -55.01 55.0 -55.01 55.0 -55.01 55.0 38.4 70.0 64.1 -55.0 55.0 - 55.0 55.0 -53.2 53.2 37.1 70.0 60.5 -55.01 55.0 -52.61 52.6 -49.61 49.6' 36.2 70.0 57.3 -53.81 53.8 , -49.41 49.4 -46.21 46.2 35.9 70.0 56.4 - 52.8152.8 - 48.4148.4 - 45.2145.2 35.4 55.0 -55.0 55.0 - 55.0 55.0 -55.0 55.0 70.0 54.8 -51.11 51.1 -46.8146.8 -43.61 43.6 34.8 69.6 53.2 -49.4 49.4 -452 45.2 -42.6 42.6 34.2 68.4 -90.0 -72.9 -75.0 70.0 70.0 70.0 -90.0 -53.4 -75.0 70.0 -90.0 70.0 53.4 -42.2 70.0 -75.0 42.2 70.0 -90.0 -39.7 -75.0 70.0 39.7 70.0 -79.4 70.0 -69.0 69.0 -43.5 43.5 -40.4 40.4 -75.0 70.0 -75.0 70.0 - 64.9 64.9 -39.2 39.2 -75.0 70.0 - 60.4 60.4 -57.3 57.3 -37.6 37.6 -36.7 36.7 -75.0 70.0 -73.3 70.0 -54.5 -35.5 -71.0 54.5 -51.6 51.6 -47.81 47.8 - 43.6143.6 41.71 41.7 35.5 -33.7 33.7 70.0 -67.4 67.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 - 50.0 50.0 - 46.3146.3 - 42.8142.8 40.81 40.8 TABLE 7. "O" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "114- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH I -90.01 70.0 TABLE 7A. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "O" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH I -55.01 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 Q 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 X 1 2 0 1 4 X 0 • Ejt"TIIIINML & as wilipwirsti the Plata Dwindles ;TPA WAI.• PRODUCT RENEWED as complying with thdPietitie Souring Cede Acceptance No en Date Revsd By: F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 6 Revsd fly: F.K. Date: 7/10/03 Revisos: C NO CHANGE THIS SHEET Revsd Sy: F.K. Date: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76" HT. OPTION Drawn By: Date: Checked By. Data: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description, PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS Toe: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Series/Model CA -740 Scaler NTS Sheet 7 "+13 Otawing No. 7045 -8 Rev' D Lucas A. Tumer, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: 'FTL -3582 1 1 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 55 1/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49 1/3 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 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 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 .7.0.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 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 UP TO 111" WIDE x 63" HIGH F-90.01 70.0 1 1 1 3 3 3 X 0 X X 0 0 X pROOKT> EV*$ED TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76L HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH -55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT RENEWED as complying with the Florid: !tikiieg Cede Acgeptcttsc Nu Expiration Data Revsd By: F.K. Date: 3/25/03 Revisions: 8 ADD GLASS TYPE E TO TABLE 9 Revsd By. F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By. F.K. Date: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Drawn By F.K. Date: 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. BOX 1529 NOKOMIS, FL 34274 �v Visibly Better Description. PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS Thee ALUMINUM CASEMENT WINDOW, IMPACT Senesadodel: CA -740 Scats: NTS Sheet: 8 m 13 Drawing No. 7045 -8 Rev: D j� f--�. '1 117;2,, (/ Lucas A. Tumer, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "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. 13/16" LAMI 1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS HEIGHT WIDTHS 70.0 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 69.264 19.125 31.014 A -75.0 - 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 86.919 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0.70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 - 46.2 46.2 -43.6 43.6 -41.1 41.1 B,E , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0, 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 , 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 108.649 30 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 . B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 - 75.0.70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 , -69.7 69.7 -66.3 66.3 -63.1 63.1 -55.01 55.0 -55.01 55.0 -52.2 1 52.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 - 36.6 36.6 . 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0. C,F . -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0[55.0 -50.91 50.9 -47.71 47.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 -44.61 44.6 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 -75.0 70.0 -75.0 70.0 -74.9, 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4, 69.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 -52.11 52.1 -47.71 47.7 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 -51.5 51.5 • -47.2 47.2 - 44.0 44.0 126.000 34.791 , 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 - 36.9 36.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 , -90.0 70.0 -90.0 70.0 -82.8 70.0 , -71.3 70.0 -67.3 , 67.3 , -62.5 , 62.5 -592 59.2 - 56.5 56.5 -53.8 53.8 ,-50.11 50.1 ,-45.8145.8 , - 43.0143.0 130 35.896 58.209 • A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 - 36.2 36.2 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 -48.1148.1 -43.91 43.9 -41.91 41.9 130.378 36 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 - 40.3 40.3 -38.8 38.8 -37.6 37.6 - 36.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 48.0148.0 - 43.8143.8_- 41.8141.8 134 37 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -392 39.2 ' -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 60 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 -40.81 40.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "1-1S,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -55.0 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 Q 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES esi=ZRR:eiG a ga$x unt7it t s:t�: • BY MIA hethigi Mims Revsd By F.K. Date: Revisions: 3/25/03 B ADD GLASS TYPE E TO TABLE 11 Revsd By. F.K. Dale: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By F.K. Drawn By: F.K. Date: 6/23/05 Dale: 12/17/02 Revisions: D Checked By CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Descnpftan: PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better It 7or Lucas A. Tumer, P.E. PE #58201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 r MAX. VENT DAYLIGHT Jr] OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. VENT DAYLIGHT OPENING --I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX trODUCT REV1S@D WON Cade A11111110wom 12, .8 MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) Dole Preitnet wyr MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) - HORIZONTAL SECTION - X PRODUCT RENEWED as complying with the Florid; Ridding Code Acceptance No : i . I/ Daft i P /Ai 2013 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT Revsd By Date: F.K. 3/25/03 Revsd By: Dale: F.K. 7/10/03 Revsd By F.K. Drawn By F.K. Dale: 6/23/05 Date: 12/17/02 Revisions: 8 Revisions C Revisions: D Checked By. ADD 13/16' J.G. GLAZING BEAD ITEM SHOW TOP HINGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 CHG SHT. NO. REF. AND ADD ITEM 89 Date: P.O. BOX 1529 NOKOMIS, FL 34274 Description: SECTIONS rare: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA -740 Seale: NTS sty: 10 a 13 Drawing No. 7045 -8 (A7 14, ( /0 r Lucas A. Tumer, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL --;►1 1.376" .095" I. 0" CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 1 q.434" 1 2.854" .062" NOM. H1.159" ---- 2.139" SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A iltONICT Woe gasPIPW fie &Mei awe Rift PRODUCT RENEWED as complying w tki epee M recepidiagttlmao . Il Revsd By: F.K. Date: 3/25/03 Revisions: 8 NO CHANGE THIS SHEET Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd 8y: F.K. Dale: 6/23/05 Revisions: D ADD ITEM 89 Drawn By F.K. Date: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Desaipgo»: EXTRUSIONS & ASSEMBLY DETAILS rdre: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Series/Ueda: CA -740 scale: NTS Sheet 11 a 13 Oree*,g No. 7045 -8 Rev: D Lucas A. ume.-, P.E. PE #58201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X .562 PH. PN. TYPE F 12 7014 _ MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8 -32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & RH.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10 X .500 PH. PHL. 30 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1 /8HS & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB ., 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16HS & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 ' GLAZING BEAD (5/16 ") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT #12 X 1" PH. PHIL. TEK 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 701.6 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" I.G. GLASS (118 "HS, AIR SPACE, 5/16 "LAMI) 5/16" LAMI = (2) LITES OF 1 /8 "HS GLASS wax AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI = 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1 /8 "HS, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = 3/161IS & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) 0 .706" .050" .865" 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" -.I r 1 Ff.865" .050" 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" !-- CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 993" .289 " .040" ----I f .172" .870" I I .050" F-7:- Imo- .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" --1 1.124" I-- .062" �- 1 .093" J a INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1 2.701 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Ike 11106) PRODUCT RENEWED as complying with the Flottde 1gIdlag Cede Magna= No o+,.c f ;ales Dahl Revsd 8y. F.K. Date: 3/25/03 Revisions: B ADD 13/16" I.G. GLASS & GLAZING BEAD Revsd By F.K. Date: 7/10/03 Revisions C NO CHANGE THIS SHEET Revsd 8y: F.K. Drawn By: F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By ADD EQUIV, TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: PARTS LIST & EXTRUSIONS Ti ALUMINUM CASEMENT WINDOW, IMPACT Series/Mad& CA -740 Scale: NTS Sheet 12 of 13 Drawing No 7045 -8 Rev: Lucas A.1 t rner, P.E. PE #58201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r- ASEE NOT: 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM A SEE NOTE 1 r wwI - 1111111 1 1111 if 1 �I [I!III[IIII{nl► A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 r_ A SEE NOTE 2 :A SEE NOTE 4 a •. 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK • Y 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 4 1 1/4" MAX. SHIM ASEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ---- ASEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 j 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. swiw FISiddlb PRODUCT RENEWED compIging with the Flatlet, gelding Code Acceptance No Date Revsd By Date: Revisions: F.K. 3/25/03 B NO CHANGE THIS SHEET Raysd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Raysd By: F.K. Date: 6/23/05 Revisions: D REVISE NOTES AND REMOVE 3/16- TAPCONS & #14 SCREWS Drawn By F.K. Date: 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Descdpfb : ANCHORAGE DETAILS Tine: ALUMINUM CASEMENT WINDOW, IMPACT Sedesmmder CA -740 NTS Sheer. 13 e, 13 Drawing No. 7045 -8 Rev: D (I��(7o( Lucas A. Turner, P.E. PE #58201 Mechanical