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WS-08-1329Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ber Inspection Date: 08/14/2008 Inspector: Grande, Claudio Owner: Job Address: 'VY 1071 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PREMIUM WINDOW INSTALLATIONS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060143610 Lot: Phone: (305)266-4515 Building Department Comments REPLACE WINDOWS/ WHITE FRAME CLEAR GLASS. HORIZONTAL ROLLER, SINGLE HUNG, CASEMENT TOTAL, 19 OPENINGS Passed •-f. illy • Inspector Comments CC DjA.A.A. awS 6\11 °"'"'-'51 A4) ( ( 0062S 1\4 11 Z-L------------ Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Wednesday, August 13, 2008 Page 1 of 2 NU Mit Vt 4:VMMtIVLtMtIV 1 � 11 1111 ����� I�lii ����� i���1 i�t't �t��� �f�� li�� A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property an. street/address:.544 (h C- • /0 -3 i /or :2s frffirtMlyARWMPMFMKT 2. Description of improvement: CFN 200 8R0_060 -191: OR Bk 26494 Ps 0509; (fps) RECORDED 07/24/2008 12:12:32 HARVEY RUVIN? CLERK OF COURT t1IAMI -DADE COUNTY? FLORID LAST PAGE S ores 3. Owne(s) name and address:.. a / 7 /1-4 64- "'"? r 7;" f z..5 1 -- 2_547"? Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ,3 _ 415° 744 r'.e 1e.- 5. Surety: (Payment bond required Name and address: Amount of bond $ 6. Lender's name and address: by owner from contractor, if a OF FLORIDA, COUNTY OF DADE I HERI:CY CERTIFY that this is a tru, 'pY of the orginal filed in this ofc SS my r .-1! '• WITNESS 41AR 7. Persons within the state of Florida designated by Owner upon whom notices or oth ''j 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 person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of O 'er Print Owner's Name Sworn to and subscribed before me this 2 t day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 5/08 .w. -As a a .a .a w a LUNAR MARTINEZ Prepared by , 20 g ,t ea's77 ,2<} Address: ?3, 3r r.1/z/Jrf4 5� :,{i.G/ /PG 331. 5. //2€ e4 ��d'if +a Q?My Commission Expires Dec 19, 2009 �• Commission # 0D500658 Miami Shores Village M @MTIFIE -Aviut q 'Buildin g Department artment ( JUL 1 s 2988 B Y: \ O)WWt1''--. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Y \ '3 ) 529 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder)POk4h 0 V , U®04 i Phone # -. P -3 r 571,3 Owner's Address O t� iti: C - e /i � City /1/441e; °� e Tenant/Lessee Name State AZor,' Zip 33-13p °° 23-4-17, Phone # Job Address (where the work is being done) la 7i Axe- ?5"-e4 strz-e-t City Miami Shores Village County Miami -Dade Zip 3 3 - .457 FOLIO /PARCEL# -44-3206- /' t-3-W. Is Building Historically Designated Contractor's Company Name Contractor's A Address City �rr rOe/t'L l Qualifies' Name V(l) i ,i 44,S V State Certificate or Registration No. YES NO Z(.44-14 Phone # 3©5" 2 a " 7 C . State rive , Zip :5 • Phone # �`° 3 Certificate of Competency No. 7755 06-466 • Phone # Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: [Addition OAlteration Describe Work: 0 % ii C % !✓1' i ` LtJ� Square / Linear Footage Of Work: 35:2-7(t. ONew Repair/Replace O Demolition ss. Submittal Fee $ Notary $ Training/Educat;,.® F Permit Fee $ Scanning $ Bond $ Structural Review. $ Radon $ Code Enfo mengIL 2 2003 __'` t «(1) MIAMI SHORES VILLAGE CCF $ * * * * * * * * * * * * * * * * ** CO /CC Technology Fee $ Zoning $ ouble Fee $ Total Fee Now Due-$ See Reverse side -a 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 be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was atknowled day of , 20 05 by •'before me this 40. Contractor The foregoing instrument s rument was ackno led: ed before me this g �- day of ' Q' " , 20 t by who is personally known to me or who has produced who is personally known to me or who has produced As identification and w Sign: Print k ; My Commission Expires: *,************************* *** ** * ** **** * * *** * * * * * * * * * * ** ** •o•`p',aV•P4••, • • LUIMAR MARTINEZ ': Notary Public - State of Florida s : filll{F � e: My Commission Expires Dec 19, Commission # DD500658 Fnr o APPLICATION APPROVED BY: (Revised 02/08/06) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ........... LUIMAR MARTINEZ Notary Public - State of Florida 1r S. * * * * * * * * * * ** * * * * ** * ** Plans Examiner Engineer Zoning MARIA E. LOPEZ, P.E. License Florida No 60157 525 SW 63rd Avenue, Miami Fl PHONE (786) 380 -0734 Input Data: Exposure Category Category Importance Factor Enclosure Basic Wind Speed Topographic Factor Directionality Factor Internal Pressure Coeff. Building Height to Ridge Building Height to Eave Building Length Building Width Open. 1/ 16/ 17/19 Open. 2 Open. 3/ 4 Open. 5 Open. 6 PROJECT: 5/9/200.1 ?tbSa� : DONALD & BEVERLY MCCORQUODALE . ➢9 � y1 1071 N.E 95th STREET, MIAMI FLORIDA 33138 -2547 ICI # 8 21ge "L PAGE 1 I = Enclosed/Partially Enclosed V = mph Kzt = Kd = GCpi = hr = ft he = L = B = x x x x x C II 1.00 146 1.00 1.00 ± 0.18 74 53.1 37 53.1 74 17 9 59.91 90.96 50.625 76 76 26 38.375 Velocity Pressure: qh = 0.00256 Kz Kzt Kd V21 psf = 47.56 psf Where qh = Velocity Pressure at Height H in psf Kz = Velocity Pressure Exposure Coeff. At Height z qz = Velocity Pressure at Height Z in psf C &C Wind Pressures: p = qz[(GCp) - (Gcpi)] psf a = edge strip = Max[Min(0.1B4O.1L),3] = he BY: - omoommav ®o_000mam® w 0 N a B ft Roof Slope, e = 9.98 Degrees ft Mean Roof Height, h = 13 ft in in in in in 6 ft Wall Member Effective Area sq ft Z ft Kz qz psf GCp positive GCp negative Zones 51:27 -55.90 51.27 -66.40 Open. 2 51.00 -55.64 4&5 Zone 4 Zone 5 Open. 26.0 15 0.85 46.33 0.93 -1.03 -1.25 Open. 28.0 15 0.85 46.33 0.92 -1.02 -1.24 Open. 19.5 15 0.85 46.33 0.95 -1.05 -1.30 Open. 9.6 15 0.85 46.33 1.00 -1.10 -1.40 O en 19.7 15 0.85 46.33 0.95 -1.05 -1.30 DESIGN WIND PRESSURES • • • • • •• ••••• • ••.•• •••• • • •••• 00000 • •• • •••• • • • .. • • • • • • • • • •• • • • •• 000000 • • ••• • ••• 00000 •••••• • • • • • II • •• • • • • • ZONE 4 Z NE 5 positive negative positive negative Open. 1/16/17/19 51:27 -55.90 51.27 -66.40 Open. 2 51.00 -55.64 51.00 -65.87 Open. 3/ 4 52.29 - 56.92 52.29 -68.44 Open. 5 54.67 _ -59.30 _ 54.67 -73.20 Open.6 52.25 _56.89 52.25 -68.37 • • • • • •• ••••• • ••.•• •••• • • •••• 00000 • •• • •••• • • • .. • • • • • • • • • •• • • • •• 000000 • • ••• • ••• 00000 •••••• • • • • • II • •• • • • • • MARIA E. LOPEZ, P.E. License Florida No 60157 525 SW 63rd Avenue, Miami Fl PHONE (786) 380 -0734 PROJECT: 5/9/2008 17:18 DONALD & BEVERLY MCCORQUODALE 1071 N.E 95th STREET, MIAMI FLORIDA 33138 -2547 PAGE 2 Input Data: Exposure Category Category Importance Factor Enclosure Basic Wind Speed Topographic Factor Directionality Factor Internal Pressure Coeff. Building Height to Ridge Building Height to Eave Building Length Building Width Open. 8/ 9 Open. 11 Open. 12 Open. 13 Open. 14/15 = C = II 1 Enclosed/Partially V = Kzt = Kd = GCpi = hr = he = L = B = x x x x x 1.00 107 37 37 19.1 37 146 Enclosed mph 1.00 1.00 ± 0.18 17 9 59.91 90.96 50.625 38.375 26 26 50.625 Velocity Pressure: qh = 0.00256 Kz Kzt Kd V21 psf = 47.56 psf Where qh = Velocity Pressure at Height H in psf Kz = Velocity Pressure Exposure Coeff. At Height z qz = Velocity Pressure at Height Z in psf C &C Wind Pressures: p = qz[(GCp) - (Gcpi)] psf a = edge strip = Max[Min(0.1B4O.1L),3] = ft ft ft in in in in in hr WI z� D N Roof Slope, 0 = 9.98 Degrees Mean Roof Height, h = 13 ft 6 ft Wall Member Effective Area sq ft Z ft Kz qz psf GCp positive GCp negative Zones 4&5 Zone 4 Zone 5 Open. 37.4 15 0.85 46.33 0.90 -1.00 -1.20 Open. 9.9 15 0.85 46.33 1.00 -1.10 -1.40 Open. 6.7 15 0.85 46.33 1.00 -1.10 -1.40 Open. 3.5 15 0.85 46.33 1.00 -1.10 -1.40 Open 13.0 15 0.85 46.33 0.98 -1.08 -1.36 DESIGN WIND PRESSURES • • • • • •• • OOOOOO • 0.000• •••• • • •••• OOOOO Eft. • • •• •• 0••000 • • • • • • • • • • • •• • •• • •• ••• • •••, • •• • 4 •• • ••• • • • •S• • • • • • • •• • • • • •• • • •• • • • •••••• • • • OOOOOO • • 0.000• • • ••••• • • ••••• 00.0.0 • • • 000000 • • ••0000 • ZONE 4 Z(SNE 5 positive negative positive negative -63.82 Open. s; /9 49.98 -54.61 49.98 Open. 11 54.67 -59.30 54.67 -73.20 Open. 12 54.67 -59.30 54.67 -73.20 Open. 13 54.67 -59.30 54.67 -73.20 Open. 14/ 15 53.73 -58.37 53.73 -71.33 • • • • • •• • OOOOOO • 0.000• •••• • • •••• OOOOO Eft. • • •• •• 0••000 • • • • • • • • • • • •• • •• • •• ••• • •••, • •• • 4 •• • ••• • • • •S• • • • • • • •• • • • • •• • • •• • • • •••••• • • • OOOOOO • • 0.000• • • ••••• • • ••••• 00.0.0 • • • 000000 • • ••0000 • MARIA E. LOPEZ, P.E. License Florida No 60157 525 SW 63rd Avenue, Miami Fl PHONE (786) 380 -0734 PROJECT: 5/9/2008 17:22 DONALD & BEVERLY MCCORQUODALE 1071 N.E 95th STREET, MIAMI FLORIDA 33138 -2547 PAGE 3 Input Data: Exposure Category Category Importance Factor Enclosure Basic Wind Speed Topographic Factor Directionality Factor Internal Pressure Coeff. Building Height to Ridge Building Height to Eave Building Length Building Width Open. 18 Open. N/A Open. N/A Open. N/A Open. N/A = C = II I = Enclosed/Partiali V = Kzt = Kd = GCpi = hr = he = L = B = x x x x x 19.1 1.00 Enclosed mph 146 1.00 1.00 ± 0.18 17 9 59.91 90.96 38.375 Velocity Pressure: qh = 0.00256 Kz Kzt Kd V21 psf = 47.56 psf Where qh = Velocity Pressure at Height H in psf Kz = Velocity Pressure Exposure Coeff. At Height z qz = Velocity Pressure at Height Z in psf C &C Wind Pressures: p = qz[(GCp) - (Gcpi)] psf a = edge strip = Max[Min(0.1B4O.1L),3] = ft ft ft Mean Roof Height, h = 13 ft in in in in in hIe Roof Slope, 9 = 9.98 Degrees 6 ft Wall Member Effective Area q Z Kz qz psf GCp positive GCp negative Zones 4&5 Zone 4 Zone 5 Open. 5.1 15 0.85 46.33 1.00 -1.10 -1.40 Open. 0.0 15 0.85 46.33 1.00 -1.10 -1.40 Open. 0.0 15 0.85 46.33 1.00 -1.10 -1.40 Open. 0.0 15 0.85 46.33 1.00 -1.10 -1.40 Open 0.0 15 0.85 46.33 1.00 -1.10 -1.40 DESIGN WIND PRESSURES • • • • • •• 000000 • 000000 •••• • • •••• 0000• • • •• •• •••••• • • • • . • • • • • •• • • •• •0O • •••■ • •• • • •• • • ••• •• • •• • • • •• • • •• • •0 • • • • • • • 0.010• • ••000• • • 000000 • • ••••• • • 00000 110.0• • • • •00•.• • • •••••• • • Miami Shores Building Department Pir-0(4e4- jn0A,. /I --.3226 - city °3610. • Product Approval Schedule / Comparison Chart Address: Opening Description of Window Product Acceptance Product Approval Ill or Door or Mullion Number Design Pressure Opening Design Rough Opening Shutter Required 'Pressure Size Yes / No (+) PSF (-) PSF Mullion Required Impact Yes / No Yes / No ere Vg t / ' >;l. %1 111- 111r4V-..rl',lam WW1 r,e1 rnra is c" F1P jww m� o / `° ► : ^' i ® MIAMI•D�ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinecodeonline.com '- Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series HR_ -710 Aluminum Horizontal Roller Window -L1VII APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ', unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0405.06? Expiration Date: December 21, 2011 / Approval Date: December 21, 2006 ., Page PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/06, 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) 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 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX a nminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sead by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) Jaime D. Ga s n, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 MIAMI -Dp COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) r PGT Industries 10'70 Technology Drive__ bmis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingeodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/ar the AID (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 AHT 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 comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION :Series SH -70-0 Aluminum Single Hung Window - L.ML APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MIS-- - - - - -- - -- - - -- __ - -- SILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Ranh 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 ,.,' occur after the expiration date or.ifthere has been a revision or change in the materials, use, and/or lufacture 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. 1f any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. F-NOA No. 07 0322,0# iration Date: March 23, 2011 Approvt4 D ate: June 07, 2007 1 Page 1 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 Ter 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-4 drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1. TL -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. ITL -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. E1'L- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.D1) E -1 Manuel Per Product Control ' er 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 Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 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, F.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per°C, 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, prpared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 / 0 Manuel Per ■ Product Control �+ � er NOA No. 07 22.06 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. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- IO18.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. 1 TL- 4723, dated 10 /05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 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 CERTIIICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11110. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 ueI ' P.E. Product Contr., a: ; ' er NOA No. .22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 MIAMWADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis„ FL 34274 SCOPE: MIAMJ-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.2ov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:lieries C -740 Outswing Aluminum Casement Window_ -L.M. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING :' Large M1ssileImpact Resistant — J LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. JNOA No 08- 3117.11 , (E'ij iration Date: May 22, 2013 L Approval Date: May 15, 2008 .-7 Page 1 PGT Industries NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R • , . No. FTL 3587 dated 10/8/02, signed and sealed by Jo e.h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control 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. 1 1'L 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for thy' es C -740 Aluminum Casement Window — L.M.I., approved + I 0 3/06, exp'!is + 0 5/22/08. ..i- E -2 Manuel P = P.E. Product Contro finer NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 MIAf1I COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT- Industries L 1070 Technology Drive (Nokomis, FL 3427/ SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately in 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, DESCRIPTION., Std. Std Wall - Aluminum Tube Clipped on- .1SrI? APPROVAL DOCUMENT: Drawin o. 6220, " °, „ titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05130/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING:( Large and Small le Impact Ai LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04- 0528.04 and, consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. including the High Velocity Hurricane Zone. 1- 6.-af)c., (NVA 1N'o6=UI23 ----1 t Expi lion Date: dune 28, 2011 Approval Date: Ju y 20,2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1 • Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air,. Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a 1x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05101, signedtl sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D.G P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 .1.• D. Gascon, ' .E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 t ,,r7"1 _77NYT171,- .3 t r 11 JUL 1. 8 noo V----- BY: - - ------------------ OPENING 18 BY PGT INDUSTRIES 1-ALUMINUM. APP 19 Wff (N MO -LMU SERIES SH-7110 MAO TYPE (A) SITE Af'grOlci*AAPItg + 54.87 / -59.30 Zane 4 NOTPARTIN TITIS PERMIT NOTPARTIN THIS PERMIT OPENING19 ' BY POT INDUSTRIES flefJMINUAll HONZINTALROLLER WINDOW -LMU SERIES HR-710 • -WRITEFRAMEIMEAR er.AssweAN CONFXO. APPROVED WIND PRESSURES SITE SPECIFIC PRESSURE + 75.01-754- psi +11.27145.90 Zone 4 74"x 50 5/8". . (N0A),N500440406 • OPENING 17 BY PGT INDUSTRIES 1-ALUMINUM HORIZONTAL ROLLER WINDOW- INV SERIES HR-710 WHITE FRAME/ CLEAR GLASS 5110 AV CONFXO APPROVED WIND PRESSURES SITE SPECIFIC PRESSURE +7541-75.0 pa' + 51.27 45.90 Zone 4 74"x 50518" (N04) No.064405.06 • OPENING-fa • • • EGRESS bV/NDOW 1. °PERVERTS OF 33 518"X 43518" 15sq ft FRF-E BY VENT OPENING 16 EGRESS WINDOW 2 OPEN VENTS OF 25 1/8X43 0 8" 7.61 Sql1PREE BY VENT 2Aff) Floor FIRST FLOOR PERMIT 9tE Miami Shores Wive APPROVED ZONING DEPT BLDG DEPT BY DATE 1 SUBJECT TO COMPLI E wmi .FEI.AAL STATE AND COUNTY' RULES AND REGULATIONS OPENING BY PGT INDUSTRIES 1-ALUMINUM HORIZONTAL ROLLER WINDOW - LAW SERIES HR-710 WHITE FRAME/ CLEAR GLASS 5116 AA/ CONFXO APPROVED WIND PRESSURES SITE SPECIFIC PRESSURE +75.01-754 psi 3 + 5225/ -5589 Zone 4 74"x38 318" (NOA) No.06-046506 1 NOTPARTIN THISPERM ff 1MO.8 A ?1st livouithreS 1-ALumms,64 HORIZONTAL ROLLER WINDOW- LMU SERIES HR-710 WHITE FRAME/ CLEAR MASS 7/16 AA1 CONE &TX APPROVED WIND PRESSURES SITE SPECIFIC PRESSURE + 75.01 -75.0 Ffsf > + 49.981-53.82 Z011e 5 1061/2"x 505/8" (ROA) No.004405.00 NOTPARTIN _NorpART mf NOTPARTIN THIS PERMIT THIS PERMIT MS-PERMIT DONALD S MCCORQUODALE JR & W BEVERLY B PROPERTY POLIO No11-3208-014-3610 TEL:305-756-5783 1071 NE 95th STREET MIAMI FLORIDA 33138-2547 OPENING 1 EGRESS WINDOW 1 OPEN VENTS' OF 33 518"X 43 5/8" 10 sqlf FREE BY yevr OPENING 11 EiY PGT INDUSTRIES 1-ALUMINUM SINGLE HUNG WINDOW- LW/ SERIES SH-700 wow FRAME/ CLEAR GLASS 5/16 AA GLASS TYPE (A) APPROVED WIND PRESSURES SITE SPECIFIC PRESSURE + 8501 -80.0 psi 3 +- 54.0 .5a3olone 4 37"x 38 311r- (N0A) Na07-032246 OPENING 10 ( 2ND FLOOR) BY PGT INDUSTRIES 1-ALAIMINUM HORMINTAL ROLLER WINDOW - LM1/ SERIES HR-710 WHITE FRAME/ CLEAR GLASS 5116 AN CONF XOX APPROVED WIND PRESSURES SITE SPECIFIC PRESSURE +56.01-60.0 psf + 51.27 / -55.90 Zane 4 74"x 50518" (NOA) No.00-040506 OPENING 4 rPer INDUSTRIES 2-ALUMINUM SINGLE HUNGWINDOW - WHITE FRAME/ CLEAR GLASS 7716 A4 APPROVED WIND PRESSURES +90.01-59.0 psf 3r x 70" (ROA) N0.07-032206 1- MULL BAR ( VERTICAL) APPROVED WIND PRESSURES + 81.0 / -81.0 ps rlf 4"x 1/8W5- (NOR) Na06-0125.06 FRONT 000R .NOT pART THIS PROJECT LMU SERIES SH-700 SRE SPECIFIC PRESSURE + 5229 / -56.92 Zone 4 SITE SPECIFIC PRESSURE + 5229/ -5592 Zone 4 OPENING 5 BY PGT INDUSTRIES 1-ALUMINUM CASEMENT WINDOW- LAW SERIES C-140 OUTSWING WHITE MAME/ CLEAR GLASS 5/16 AN APPROVED WIND PRESSURES SITE SPECIFIC PRESSURE +7041-75.0 pa 3 + 5467 / -5130 Zone 4 53 1AT' x 26' (1104) 110.054117.11 NG 1 OPENING 12 BY pGT MINISTRIES 1-ALOMIAILiffi WINDOW 5011105 SH-700 WHITEFRAME1 CLE.AR GLASS 511644 GLASS TYPE (A) APPROVED WIND PRESSURES SITE SPECIFIC PRESSURE + 3l89.0 pst 3 + 5467 -7520 Zone 5 3r5i 24*- (ROA) N407-032246 NG 13 BY POT INDUSTRIES 1-ALUMINUM SINGLE HUNG WINDOW- 5.551/ 5011105 511-700 WHITEMAN& CLEAR GLASS 5/16 AA GLASS TYPE (A) APPROVED WINLIPRESSURES SITE SPECIFIC PRESSURE + 80.0 -80.0 psf 3 + 541 / -73.20 Zone 5 10 1M"x 26" (NOA) 110.07.032206 • OPENING .141415 POTHIMISTRIES.. 1-ALUMINUM SINGLE HUNG WINDOW. WHITE FRAME/ CLEAR GLASS 516' AA APPROVED WIN PRESSUREs +80.0/40.0 psi 37"X'38 3(8" (NOA)Na:07-022240 • • • • • • • • • • • • LIZ GATRIE4H-700 • • • GLASS TYPE (A) • • sfil c PRESSURE • • ag.37 ZOOS 4 5173/ .71.33 Zeta 5 •••• • • • • • •••• • BY PGT INDUSTRIES • • 1-ALLIMINUM HORIZONTAL ROLLER WINDOW- Lau SERERS H11-710. • • • WIIITE"FRAWEI CLEAR MAW 5/16 AN CONFXO APPROVED IMO- PRESSURES • -SITE SPECIFIC PRESSURE! + 7501 -75.0 psf a + 51.27/ 46.40Zafe 5 ; • • • 74"x50-5/8 (NOV No.00-0405.06 OPENING 2 BY PGT INDUSTRIES 1-ALUMINUM SINGLE RING WINDOW- LW/SERIES SH-700 WHITE FRAME/ CLEAR GLASS 7/16 AA APPROVED WRID PRESSURES SITE SPECIFIC PRESSURE + 90.01-80.0 3 + 51.00 / -65.67 Zara 5 53 1/8"x 41 1/2" (NON Na07-032205 OPENING 3 BY POT INDUSTRIES 2-ALUMINUM SINGLE HUNG WINDOW - WHITE FRANI& CLEAR GLASS 7/16 AA APPROVED WIND PRESSURES + 80.01 -850 psf 37"x 76" (NOA) No.07-032206 1- MULL BAR ( VERTICAL ) APPROVED WIND PRESSURES + 81.01-81.0 pa 1'Tf 41f 1/131r75 (NOA) No.06412506 LA41/ SERIES SII-700 SITE SPECIFIC PRESSURE +1229 / 4592 Zone 4 SHE sPECIFic PRESSURE + 5229/ -5592 Zone 4 • • • • • • • • • • • • • • WO • • • • • • • • • • • • • • • • • • • • • (- GENERAL- NOTES: -IMPACT HORIZONTAL ROLLER WINDOW, 1: GLAZING OPTIONS: (SEE DETAILS ON SHEET 7 5716" LAM/ CONSISTING OF (2) LITES OF 'I /8" ANNEALED GLASS WITH A—.040 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUT PVB1NTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 118" 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 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1- D. 7/16" LAM/ CONSISTING -OF (2)-L-I9ES ?F3T16" ANNEALED GLASS WITH AN-.09 -C• DUPONT—BUTACITE—OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 71.6" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE O. 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAM/ CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" 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" LAM/ IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7116" LAM/ CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.. K. 13/16" LAMI 1G: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1k: !MR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. AA. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AIM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04 -0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rend by: Dula: Rm 4 By F.K. Data. 10/17/06 Revisions: 8 CHANGE TO ASTM E 1300-02 Revs- &y: F.K. 5/13/06 nevtsktns: A ADD AIR SPACE DIM. NOTE 1> TECH. REF. NOTE 7 & NOTE 8. Drawn Ryr F.K. Dale 2/28/06 Checked By: J.J. Doter 3/23/0G 1070 TECHNOLOGY DRIVE NOICOMIS, FL 34275 P.O. BOX 1529 NOY.GtMIS, FL 34274 Vraih/y Better GENERAL NOTES Mkt. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ScrirsA m*ri: IIR710 „a sxcr 1)0.4,0 v" NTS 1 11 4127 -10 Rev: 8 NOA DRAWING MAP SC GENERAL NOTES I, • . GLAZING DETAILS '2•;•• DESIGN PRESSURES • 3• • • • ELEVATIONS • 4. • • • VERT. SECTIONS 5• • • HORIZ. SECTIONS • 6• • • • PARTS LIST •6•••• EXTRUSIONS •7•••• CORNER DETAIL .. 5 • ANCHORAGE • 8-11• • • •. • Aisproved tomem,„ 446 460 nuirldb eat 2a, OF Robert 1 . Clark. P.E. • PE II39712 Structural • • •• • • •••• ••• • • • • • • • •• • • • • •• • • •••• • • •••. • . • • • • •• • 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 63,64,65 +-- 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 - 112" 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" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED T 6" LUMTNATED GLASS_ 111-'t.. ,, 1/2" NOM. GLASS BITE 72,73,74,75,76,77 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8' or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Rem/ Ely Lyle: Revisions: Revsd By. Data: F.K. 10/17/06 Revsd 8$ Date: FK. 5/13/06 0 wn By Dairy F.K. . 2/28/06 Revl"bns* 8 Revisions: A Checked By J.J. NO CHANGE THIS 51-IEET ADD AIR SPACE DIM. TO LAMI IG DETAILS Data: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DesoriPibni GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better •••• • • • • • •••• • • • •• • . ••• • .• • • •••• • • •••• • •• • • • • • • •• •• •• • • el • • • • • •• • •• • • • • Approved as cosoldytagaah the Robert L. Clark, P.E. PE #39712 Structural 1/41/21/4 DESIGN PRE RED 7 Wi1N j WIDTH' GLASS TYPE WINDOW HFIGHT_J TABLE 1. 26" 36" 38 3/8" 48.E 84" -7_,B,G,H 96" A,B,G,H +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 50 6/8" +60 0 =60. tT +60.0 +60.0 -60.0 +60.0 54" 60" 63" -60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +59.1 -59.1 +56.0 -56.0 106 3/8" 108" j A,B,G,H A,B,G,H +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 55.5 -55.5 +52.1 -52.1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +51.7 -51.7 111" UP TO 111" A,B,G,H C,I +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 1 UP T0_111" (XOX 113,113,1/3) DESIGN PRESSURES G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" TABLE 2. -50 5/8" WINDOW WIDTH GLASS TYPE 63" 60„ A,B,G H +75.0 WINDOW HEIGHT +75.0 -75.00 +75.0 -75.00 26" I 36" I 38 3/8" I 48" I 50 518" 1 54" 1 60" 63" TO 86 7/16" A,B,C,G,H,1 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +60.0 -60.0 TO 86 7/16", D, E, F, J, K, L -75.00 +75.0 - 75.60 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.0 (Q AND ■O DESIGN PRESSURES TABLE 3. G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" , -50 5/8" 54" 60" 63" 60„ A,B,G H +75.0 1 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.00 - 75.00 +75.0 75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 " 'a 75.00 +75.0 -75.00 +75.0 - 75.60 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75. 0 +75.0 -75.00 +74.7 6 = _ i.0 -70.00 C,I +75.0 75.00 +75.0 -75.00 +75.0 - 75.00 +75.0 75.0 5.0 75.00 +75.0 -75.00 +7 - 5.00 +75.0 75.00 72" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0, - 5.00 +75.0 -75.00 +75.0 : - +' +70.1 -70.10 +65.0 -65.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 .0 -75.00 +75.0 -75.00 + ,.: i -75.00 +75.0 -75.00 +72.1 -72.10 AB,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.0 +75. - 75.00 +75.0 - 75.00 +75.0 - 75.00 +68.6 -68.60 +63.5 -63.50 74" C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -70.80 UP TO 74" D,E,F,J,K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAMI - (1/ " A, ..090,118" A ) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) C. 5/16" LAME - (1/8" HS, .090,1/8" HS) I. 13/16" LAM! IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J J. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) • •• • • • • • •• • •• • •. • • • Raved By: Date Revisions RevsdBy: F.K. Revsd ay F.K. 10/17/06 Dnle: 5/13/06 Revtsaws: B A REVISE DP TABLES TO ASTM E 1300 -02 ADD AIR SPACE DIMENSION GLASS TYPES G THRU L Dismay, F.K. Datn. 2/28/06 ch.l ed"y: J.J. DaW. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ST_ Vsfb,y Better Description. DESIGN PRESSURES Tine: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SeijestModet HR710 S NTS Shat 3 ur 11 Drswky No. 4127 -10 B Robert I.. Clark, P E. PE #39712 Structure • •• • • • • •• • • • • • • • • • 25 1/8" MAX. DLO —.- VENT 49 3/4" MAX. DLO FIXED 111" MAX. WIDTH DETAIL B -XOX (1/4-1/2-1/4) 33 9/16" MAX. DLO FIXED 57 3/8" MAX. DLO ALL FIXED LITES 33 9/16" MAX DLO VENT '/7 C 74" MAX. WIDTH DETAIL A OX OR X0 - 63" LL S HEIGHT ALL CONFIG. 26 1/8" --I— MAX. DLO VENT 25 1/8' MAX. DLO FIXED 86 7/16" MAX. WIDTH DETAIL C - XOX (1/3-1/3-1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Renral By Data" Revisions: Revsd By F.K Date 10/17/06 Revisit:no: NO CHANGE THIS SHEET ?lewd By: Da, Revisions: El( 5/13/06 A NO CHANGE 77-11S SHEET Drawn By Date- Checked By finh, F.K. 2/28/06 J.J. 3/23106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PI GT Visibly Better DesaiPitm: ELEVATIONS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Approved so todedfr VW* ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Smis NTS sh.o. 4 *1 11 Drawing N. 4127-10 Robert L. Clark, P E. PE #397 i2 Structural • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INTERIOR MAX VENT DLO MAX. FIXED DLO --- MAX. WIDTH SECTION B -B (HORIZONTAL SECTION - XOX) EXTERIOR C)I OPTIONAL • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • •• • INTERIOR �--- MAX. FIXED DLO -0--- MAX. VENT DLO MAX. WIDTH EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX) SEALANT OR GASKET AT HEAD AND SILL Revert By.. Revsd By.' F.K. Revsd 9Y: F.K. Drawn By F.K. 10 SECTION C -C (VERTICAL SECTION) 10/17/06 Dal: 5/13/06 new 2128/06 Revisions: A Checked By J.J. NO CHANGE THIS SHEET NO CHANGE TI-118 SHEET Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 VIEW D -D (FRAME CORNER CONSTRUCTION) Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT senesncrodor HR710 sae. Half Th0000 No. 4127 -10 Robert L. Clark, P.E. PE #39712 Structural •••• • • •• • • ••• • • • •• • • • • •• • • • • •• • • •••• • • •••• •. • • • • •• • •• • • • • • • • • • • • lI 4067 GLASS 6063 -T6 AL POLYPROP. ITEM DWG# 1 4102 2 4025 3 4 4053 6 4136 7 4137 DESCRIPTION A FLANGE FRAME HEA D SASI I STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN FIFA.D SASFI STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR MAT' L 6063 -T6 AL 6063 -T5 AL PGT# 612237 612244 7834AA 8 413I 10 71298 12 1626 t3 14 15 16 17 19 21 22 23 24 29 35 36 37 38 39 40 50 51 52 53 54 55 56 59 60 61 62 63 64 65 66 67 4002 4134 1155 4110 4054 4066 4105 1683 225 -1 226 4128 4006 D 1235 1096 1016 4126 1683 7070 1224 1225 4039 4044 4222 985 tI !I ” B B A C ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CFI .L FOA M PAD FLANGE: FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL W STP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL W STP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING & GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETING RAIL W STP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X.625 PH. FL. SMS SASH SIDERAIL W STP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP 6063 -T5 AL 6063 -T6 AL 6063 -T6 A L 64136 6063 -T6 AL 6063 -T5 AL 60631-1D-T6 A L 6063 -T5 A L BRASS POLYPROP. 6063HS -T6 AL DIE-CA ST 6063 -T5 AL GAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEA D BULB (THICK) VINYL GLAZ INC BEAD BULB (THIN) GLAZING BEAD - 5/16" GLAZING BEAD - 5/16" W /GRILL KIT GLAZING BEAD - 7/16" GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 A L 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL GLAZING BEAD -13/ 16" 5/16' LAM1 (1/8" A, .090 PVB, 1/8" A) 5/16' LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16' IAMI (1/8" HS, .090PVB, 1/8" FTS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" EIS) 7/16" IAMI (3/16" HS, .090 PVB, 3/16" ITS) 13/16" LAMI IC- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8 "A) 13/16" LAMI IG 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A, .090PVB, 1 /8 "HS) 6063-T5 AL 64137 64131 71298 7PAD1626 612225 74134W/K 781 PQA 641106 64054A 64066G 612240 616830 42112HD 7BRWHL2 44128N 64006 67S16G 71096 7858 64126 -7-616830 67070K 74078 "C" L OR R 6TP247W,K 6TP248K 6419B 644703 64222 6985 64067 ITEM DWG# REV I DESCRIPTION _I MAT'L I PGT# 68 CA ASS;,13 /16" LAMI IG- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "IIS, .090 PVB, 1 /8 "HS) 69 13/16" LAMI IG- 3 /16 "A, 5/16" AIR SPACE, 5/16" IAMI (1/8"A, .090 PVB, 1 /8 "A) 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE., 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" IAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAM1(1 /8 "HS, .090 PVB, 1/8" HS) 72 " 13/16" LAMI IG-1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "A, .090 PVI3, 3/16 "A) 73 " 13/16" IAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAM1 (3/16"A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16 "HS) 75 " 13/16" LAMI 1G- 3/16 "A, 3/16" AIR SPACE, 7/16" LAM! (3/16 "A, .090 PVB, 3/16 "A) 76 " 13116" IAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI 1G- 3/16 "A, 3/16" AIR SPACE, 7/16" LAM! (3/16" HS, .090 PVB, 3/16" HS) 90 1014 SCREEN FRAME (HOR & V1=R.) 3105-H14 AL • 91 1630 SCREEN CORNER KEY W /RING'S POLYPROP. • „• 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. •••• 93 1073 SCREEN SPRING ST.ST. •••I • 94 1624 S ' D SPLINE- .135 DIA. FOAM EM PVC •••4 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC • • • .., 96 SCREEN CLOTH •••• Reusd By: . Reviannw: Raysd By: F.K. Rend By. FK. Dram, Br F.K. Dam: 10/17/06 bate: 5/13/06 Data: 2/28/06 Rariatons; Revlsktrs: A Checked ey J.J. NO CHANGE THIS SHEET ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 P Oastaipfkar TI PARTS LIST -.�- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sexse2doded. ScNa. Sheet Ovawin7 Nu.. Rer. HR71O NTS 6 or 11 4127 -10 B Visibir Herrer • • • • • • • • • • • • • •• • Anrorca i t 4 Robert L. Clark, P.E. PE #39712 Structural .... • • .... • •• • • • • • • • • •• • • •••- • • • • • •• • 1.t 373 062 1.273 l FLANGE FRAME FRAME HEAD #4102A, 6063 -T6 .490 j 11 k (-- -1 A51 -r-( SASH STOP #4025, 6063 -T5 1.183 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .050 1.096 1- H f GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) C-)FLANGE FRAME SILL #4136, 6063 -T6 .437 1.461 HORIZ. ROLLER TRACK #4131, 6063 -T6 .061 fi 2.279 .062 --►-t 1.081 -6- 32 SASH MTG. RAIL #40060, 6063HS-T6 [.050 3 .678 — 144445 --- -- GLAZING BEAD 7/1.6" #4222A, 6063 -T5 .062 1.1,87 FRAME SILL ADAPTER #4137,6063 -T6 -- 1.403 -r- FIXED MEETING RAIL #40549,6063HD -T6 .062 f�- 1.291 SASH SIDE RAIL #4126, 6063-T5 .050 1.115 1 17 GLAZING BEAD, 7/16" #965C, 6063-T5 (USED WI GRILL KIT) 1 .678 h - 1.513 - 1 j F.040 I r .738 L443 SASH STOP COVER #4053, 6063-T5 rnF.050 II t I .678 • • • • • •• • • •••• • • •••• FLANGE FRAME JAMB • • •• •• #4002A, 6063 -T6 1.096 1- 0-17 GLAZING BEAD, 5/16" #40398, 6063 -T5 1 .683 .050 GLAZING BEAD, 13/16" #4067, 6063 -T5 Raysu By: Dom: Remaly: Date: F.K. 10/17/06 Revse By: Date: F.K. 5/13106 Drawn Sy: Ma: F.K. 2/28106 Revisi ns. ReYlStorts: Revisions.. A ale* ael J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 3123/06 070 TECHNOLOGY DRIVE NOKOMIS, FL 342Th P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSIONS rra. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better sawwu�s,�- HR710 Half 7 a 11 flowing tan 4127 -10 Raw 8 • • • • • • • • • • •• • Robert L. Clark, P.E. PE #39712 Structural •••• •••• ••• • •. • • • • •• • • • • •• • • •••• • • •••• •• • • • • •• • •' • • • • • • • • • • • • I_ - ANCHOR QUART TIE,5, XOX-.-(114-112-114)-.WINOOWS TABLE 4 - /mans; _ _. 1-.7 HORTYPZ GLASS TYPE ANCHOR TYPE &SUBSTRATE rkB,C,G,H,I (DJE,F,J,K,L 2,3, WOOD 2, CONC 1, CONC i 2,3, WOOD 2, CONC l 1, CONC 1-T=1/4" ELCO TAPGONS ' 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ZONES ZONES ZONES ZONES _,, ZONES ____ - -- { ;/ , ZONES WINDOW SIZE W v H HEAD & SILL co g 4 HEAD & SILL - co g ? HEAD & SILL co g 5) HEAD & SILL m g < - J_1 L .J-GLAS&TY125 : I� 1 EAU & SILL -- --J HEAD & S_ILL% � - ° j A�� MME (fA�:-090 -18 A.j B. 5/16 LAMI - (1/8; A,.090,1/8 HS) C. 5/16" LAMI - (1/8 HS,.090, 1/8" HS) 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 rD 7116: LAMI 3116" A,.090,_3116" A 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 E. 7/16" LAMI - (3/16" A „090, 3/16" HS) F. 7/16" LAMI HS,.090, 3/16" HS) 1 +C2 +1+C2 +1 IM 11 8 + r U M ,r U 0 a+-I 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 - (3/16° 1+C2+14-C2+1 3 G. 13116" LAMI IG - 1/8" OR 3/16" A. 5/16" OR 3/8" SPACE, 5/16° LAMI - (1/8" A,.090, 1/8" A) 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16" LAMI IG - 1/8" OR 3116' A, 5/16" OR 3/8" SPACE, 5116" LAMI - (1 /8" A,.090. 1/8" HS) OR 3/16" A, 5/16" OR 3/8" SPACE, 5116° LAMI HS,.090, 1/8" HS) 1 +CZ +1 +C2 +1 1+C2+1+C2+1 1+C2+1+C2+1 3 1 +C2 +1 +CZ +1 3 1+C2+1+C2+1 3 1 +C2 +1 +G2 +1 3 I. 13/16" LAMI IG -118" -(118° J. 13/16" LAMI 1G -1/8" OR 3116" A, 3/16" OR 114" SPACE, 7116" LAMI - (3/16" A,.090, 3116" fie) • • 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" 1!16} SPACE, 7/16" LAMI HS,.090, 3/16: :41-IS).. .60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" - (3/16" 1 +C2 +2+02 +1 2 • 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +CZ +1 +CZ +1 3 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOAIVP NOT SHOWN, NEXT LARGER WINDOW IN TRL1I• • 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 M1MI 1 +C2 +2 +C2 +1 3 Q DIMENSIONS. FOR WINDOW SIZES GO TO 1 +C2 +2 +C2 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. • • • 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +CZ +1 +CZ +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 25 3/4" MAX. FROM CORNERS. 1 +C3 +2 +C3 +1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. • • • 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 2 1+C2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 2 1 +C3 +2 +C3 +1 3 TABLE KEY: • • • 74,W0 X 38.375 48.000 50.625J 1 t54.� 60.000 63.000 1 +C2 +2 +C2 +1 2 2 +2 +C2 +1 1 +C2 +1 +C2 +1'2 1 +C X 1 +C2 +2 +C2 +1 2 ® O LC. : • • • • 3 1 +C3+4 +C3 + i ANCHOR QUANTITY PER JAMB 1 +C2+2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+2+C2+1 3 1 +C2 +2 +( +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3' 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C1 +2 +C2 +1 3 A CLUSTER OF (3) ANCHORS CENTERED 1 +C2 +2 +C2 +1 3 AT EACH MEETING RAIL PLUS (1) 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 ,1 +C3 +2 +C3 +1 3 ANCHOR AT EACH OPERABLE VENT 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +t.^,3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +G3 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL. 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 i +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 (12) 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 ►+ 25 3/4" max. -y- { f- t-.-3" MIN. Aroma is tourpiyill1g with dm nAlem i. o .;": .-. Ifd3' 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 121 x 1 1 1 1 11 1 1 o x I -- - `. - -- -----1. -_ ° 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 9' REF. 106375x8.375 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2+3 +C2+' ` 2 1 +C2+3 +C2 +1 2 t''''-•ti, -- __ 48.000 1 +C2 +3 +C2 +1 3 1+C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL,TYP. A 50.625 i 54.000 60.000 63.000 1 +C2 +3 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3+3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3? EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C3 +3 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1+C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 1 +C3+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+C4+1 3 1 +C4+3 +C4+1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3+C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 - 25 3/4" MAX. 111.000x 38.375 48.000 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+C2 +1 2 1 +(2 +3+C2 +1 2 1 +C2 +4 +C2 +1 2 ""'"'`"11/2 "TYP. I- e--3" MIN. 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1+C2 +3 +C2 +1 3 - 21744 C : obert L. Clark, P.E. PE #39712 Structural 1 +C3 +4 +C3 +1 3 --t- 1 1 1 1 1111 t 9" REF, 50.625 1 +C2 +3+C2+1 3 1 +C2 +2 +C2 +1 3 14-C3+3+03+1 3 1 +C3 +3 +C3 +1 3 1 +G2 +3+C2 +1 3 I x o x 1+C3+4+C3+1 3 54.000 1 +C3 +3 +C3 +1 3 1 +C2 +2+C2 +1 3 1 +C3 +3+C3 +1'3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 I - _ __ -e° --'/ 60.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1.3 MTG. RAIL, TYP. A 63.000 1 +C3 +3 +C3 +1 3 1 +C2+2 +C2+1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C5 +4 +C5 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS R v d By: nato: Re dsions. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Danptic".• ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) Re°sdBy F.K. net' 10/17/06 Revisions: 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS r"e ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsd EIT F.K. Date. 5/13/06 A ADO SPACE DIMENSIONS GLASS TYPES 0 THRU L. P.O. BOX 1529 NOKdMIS, FL 34274 s Visihl Better y �°....6 r.. HR710 NTS a" 8 or 11 ° -""�' Ma 4127 -10 lie B Ihivea By: F.K. Date: Checked 2/28/06 By: J.J. flake: 3/23/06 •••• • • •••• • ••• • • • • • • • • • • • • •• • • • • •• • • • • •- • •••• • • •••• • • •• • • • • •• • • ANCHOR QUANTITIES, XOX (1/3 -1/3 -113) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: Z. 1 -114" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -#1 2 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 118" HS) C. 5/16" LAMI - (1 /8" HS,.090, 1/8" HS) E. 7/16" LAMI - (3/16" A „090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3116" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3 /8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI iG - 118" OR 3116" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (1 /8" A,.090, 118" HS) I. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3 /8" SPACE, 5/16" LAMI - (118" HS,.090, 1/8" HS) J. 13116" LAMI IG -1/8" OR 3/16" A, 3!16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) • K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16 "115 • : L. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" HS,.090, 3/16 "•F1S), • • 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLquip A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TA86E.• HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE • • 25 314" MAX. FROM CORNERS •� •• JAMBS: 9 MAX. FROM CORNERS AND 22 112 MAX. O.C. • • • TABLE KEY: • • X O X • GLASS TYPE A,B,G,H C,D,E,F,I,J,K, L ANCHOR TYPE 8, SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2.3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL HEAD & SILL g HEAD & SILL HEAD & SILL 2 - HEAD & SILL "="C HEAD & SILL m -) 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 j 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+ s. +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 ©1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 �-- 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 53.125x 38.375 46.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 I1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 A\ .•. •• • 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 • 3 -4 PER JAMB 11 +C3+1+03+11 3 -ANCHOR QUANTITY 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1'3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 t HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 n 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 31 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1+C3 +1 +C3+1 3 1 +C2+1+C2+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1+C3+1 +C3+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1+C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 25 3/4" MAX. .- f [-4-3" MIN 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3- Approved esa J"ta8 Mit all ,'. pare 24 mut serir pr•.. rtr ;.7,1,r"' yr 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 ! ! ... LI- 9" REF. X 0 X 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 t 1 +C3+1 +C3 +1 3 T-------.4_1-------- _1. 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1+C3 +1+C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 __ 84.000 x 38.375 48.000 1 +02 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 [3 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 (SHOWN IN TABLE KEY ABOVE) 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 54.000 1 +C2 +1 +C2 +1'3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +0241 +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1+C2 +1 +C2 +1 3 1+C3 1+C3+1 3 25 3/4" MAX. ---r 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1: 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 211 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 2 3 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 3 1 +C4 +1+C4 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 3 2 3 I 7 --•- ~'--1 1/2" TYP. I `'-3" MtN. 86.437 x 38.375 48.000 1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 -- " X Ph- Robert I Clark, P E PE #39712 Structural +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 9" REF. O _. _ X_ , 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 ' 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 MTG. RAIL, TYP. C. 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1+C341 +C3+1 3 1 +C3 +1 +C3+1 3 63.000 1 +C3 +1 +C3 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 [ 3 (1 +C4 +1 +C4 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Revad ay' Date: Re • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMtS, FL 34274 7 Dassapsee• ANCHORAGE SPACING, XOX (1/3-1/3-1/3) Roved By: F.K. Dale: 10/17106 Revis"ms B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsd Ry F.K. Dere: 5/13/06 Reviaiaas• A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibl Better y ° "° HR710 '" �' ' 4127 -10 $ , F.K. UrawData: K. 2/28106 Chocked J.J. y: J.J. Dam: 3/23/06 NTS 9 t 11 •••• • • •••• • ••• • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • •0•• • • •••• • • •• • • • • • • •• • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 LNOTF& . 4:-- ANCHOR T PES: `1- 771-14 =EL.CO TAPC- ONS-'-. 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) _ _` -- ' 2.-GLASS TYP);S _ -A: 1 93kM1 (118_9, -0.90 1- A)_- GLASS TYPES ANCHOR TYPE ) & SUBSTRATE (`p $,G,H C,D,E,F,L,J,K, L 2,3, WOOD 2, CONC 1, CONC_. 2,3, WOOD 2, CONC 1, CONC ZONES ZONES (ZONES ZONES ZONES ZONES WINDOW S1� W Y F{ '� w cn Mod 04 2 Q ; w -6 Moo °�° n < = l�l� v5 _So - -_ °�° ` .Q, w U3 =05 m 2 44 --°--- J fil cn _ �--- m 2 Q i il &) = ots 2 ' < B. 5716" LAMI (1/8" 9,990,1 /8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3116" A) E. 7/16" LAMI - (3116" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16° HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/16" LAMI - (118° A,.090, 1/8" A) H. 13/16° LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAM! - (1/8" A,.090, 1/8" HS) I. 13/16" LAMi IG -1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAM! - (3116" A,.090, 3/16" A) • • K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" HS)' •. • L. 13/16" LAMI IG -118" OR 3716" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" HS,.090, 3/16" H4) • 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWIN A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. •• • HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. • • 183/4" MAX. FROM CORNERS. •• •• JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. • •• • TABLE KEY: �• 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 r 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2++1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+ 1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +11 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+ C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 2+c3+! ••• •• A, 3 PER JAMB 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 - ANCHOR QUANTITY i HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 Il 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER OF TN CENTERED ON THE HE M MEEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C3 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 2 1 +C2 +1 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 + C3 +2 3 - 314" M AX . -1 I-4--3" MIN. 1 +C3 +1 3 1 +C3 +1 3 2 +04 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 9" REF. X O 1 +C3 +1 3 1 +C3 +1 3 2 +04 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 MTG. EXAMPLE CLUSTER 66.000 x 38.375 48.000 50.625 54.000 2 +C2 +2 2 1 +C2 +1 2 +C2 +2 2 2 +C2 +2 2 1 +02+1 2 `` C2 +2 2 xivroval ub`�rnl{Ky'la>l' Ow Florida t . ' 2 +C2 +2 3 1 +C2 +1 2 +03 +2 3 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 RAIL ,.., W/ QTY. OF (3) ANCHORS s :.: , • 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +03 +2 3 1 +02 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +02 +1 3 2 +C3 +2 3 (SHOWN IN TABLE KEY ABOVE) },- 46- -.- --- • 60.000 63.000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2i 3 2 +03 +2 3 1 +03 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1+C3 +1 3 2 +04 +2 3 - I 18 3/4" MAX. 1, 74.000 x 38.37 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 _2 . 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 j 1--0--3" IN P 4 08 00 50.625 12 54.000 60.000 63.000 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2+ 2 3 2 +C3 +2 3 i -1 1 9" REF. X O +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 .�... 2 +03 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 1 +C3 +1 3 2 +04 +2 3 2 +C3 +2 3 2 +03 +2 3 2 +C4 +2 3 MTG. RAIL A EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 2 +C3 +2 3 1 +C3 +11 3 2 +C4 +2 3 2 +04 +2 4 2 +C3 +2 3 2 +04 +2 3 Raysd 8y: Data Revisions: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DeonrvYwr �f ANCHORAGE SPACING, OX AND XO WINDOWS �jl► Revsd By F.K. Data 10/17/06 Revtstons� B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS rte' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT abed L. Clark, P.E. Roan Bp F.K. Date' 5/13/06 Revisions. A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Visibly Better senesatadok HR710 Scale. NTS Steer 10 cw 11 Dra."agNo. 4127-10 Rev: PE #39712 B Structural D, F.K. F.K. 2/28/06 cl,a J.J. J.J. ��, 3/23/06 •••• • • •••• • ••• • • • • • • • - • • • • • • • • •• • • • • •• • • •••• • • •••• •• • • • • •• • • • • • • • • • • • 3KSI CONC. lx WOOD BUCK (SEE NOTE 3) A 3KSI CONC. CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8 -10) D ETAI L A `DETAIL C 1 3/81 MIN. ,& 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) WOOD ANCHOR W / #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) 1 318. MIN. TYPICAL HEAD _SECTIONS < EXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE ANCHOR W/ #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 17/4" SHIM tMAX. ,�. 1 3/81 MIN. . • 2x WOOD BUCK (SEE NOTE 3) DETAIL B 1/4" SHIM OT ] 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY AS APPROVED 1/4" ELCO 1APCONS OR 1/4" 854 CRETE -FLEX. MINIMUM DISTANCE [-ROM ANCHOR TO CONCRETE EDGE IS 2 ". A2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 4-91 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112 ". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL . 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 SI-C•• METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIRARE• • MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAP491113•• MAY BE USED. •••• 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2094,•..• • SECTION 2003.8.4 (SUPPLEMENT 2005). • • • • • 1/4" MAX. SHIM- H 1 3/8" MIN. WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) 6 WOOD ANCHOR WJ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM t MAX. TYPICAL SILL SECTIONS 4 4 • ° • 4 DETAIL D DETAIL E 1/4" MAX. SHIM --H ,+— -- CONCRETE ANCHOR W/ #12 HEAD (SE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1-5E-TAIL F TYPICAL JAMB SECTIONS/ 2x WOOD BUCK (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR Li 1 1/4" MIN. (1.5KSI CMU) OR 1 3/8" MIN. (3KSI CONCRETE) 1x WOOD BUCK (SEE NOTE 3) Reusd 8y. Reid Ry F.K Revsd By F.K. Drawn By: F.K. Date: Revisions: Date' 10/17/06 Chafe: 5/13106 Revisdons Ravisians: A REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. Gate: 2/28/06 Chocked By J.J. Dns• 3123/06 1070 TECHNOLOGY DRIVE NOKtOMIS. FL 34275 P.) BOX 1529 NOKOMIS. FL 34274 12 Visibly Better ANCHORAGE DETAILS rite: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SerbnlIariw. HR710 Half xtaw 11 or 11 Drawing Ala. 4127 -10 Rw • • . •• • Robert L. Clark, P.E. PE #39712 Structural •••• • • •••• .•• • • • • • • • • • •• • • • • •• • • • •••• • • •••• .• • • • • •• • • •• • • • • • • •a • • • As (GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS: 'I. GLAZING OPTIONS: (SEE DETAILS ONSHE __— A.l16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMU R. B. 5/16" LAMI CONSISTING OF`(T) LI r l= OF 178" - ANNEALED GLASS AND-CI ) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A - 0-I0- D-CtPONT- BUTA- CITEOR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMLCONSISTING OF () LITES OF 1/8" HEAT STRENGTHENED GLASS WITH_AN .090 DUPONT BUTACITE ORSAFLEX/KEEPSAFE MAXIMUMPVBINIERLAYER. �D. 7115" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, � E 716'-1^AMTl CONSISTING OF-(1) LITE- OF- 3K6"- ANNEALED GCASS AIJD�f7 LITE OF-3/1t"—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 5/18" LAMI CONSISTING OF (2) LITES OF 1 /8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13116" LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1. 13/16" LAMI 10: (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 10: (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 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (111, VIEW AND R.ADILI TOP, ALL W/ LOW OR HIGH SILL OPTION) R. 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 33 113% 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. g. 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 J'\ HURRICANE ZONE (HVHZ). Roved By. F. X F.K 11/13148 ?Wad By. Defer F.K 1/24/48 Omen By: Date: F.K 9/1!05 Revtmbna: 6 R A Chocked By J.J. CHANGE NOTES 3 & 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1, GLAZING OPTIONS ADD FTL -4723 TO NOTE T. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.O. BOX 1529 NOKOMIS, FL 34274 SGT Visibly Better GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT SorkkeModek SN700 ewe: NTS 4040-20 NOA DRAWING MAP SWEET GENERAL NOTES " 1• GLAZING DETAILS "':r DESIGN PRESSURES" ELEVATIONS VERT. SECTIONS HORIZ. SECTIONS PARTS LIST EXTRUSIONS CORNER DETAIL ANCHORAGE �••.4. •••8 ••••.• •• ae ••• • • • pt 7• • 811 •• • PRODUCT REVISED as con•piyiog with the Florida iiuidlog Code Acc+epMatg No A 0 46 wir>DtonDate , +! 2oJ/ 8y ;A— 0 rl✓ Product& Robert L. Clark, P.E. PE #39712 Structural 4••• • • •••• sera • • • •• • • • •••••• • •• • • • • •• • • •••• • • •• •• • • • • • • •• • •• •••• • • • • • • • • • • •• • • • • 80,81 or 82 1 1/2" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS --- .090 SOLUTIA OR DUPONT PVB INTERLAYER —►I I-.. ! 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5716 "LAIN!II ATEDGL SS 1 1/2" NOM. GLASS BITE 1 1/2" NOM, GLASS BITE i NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS _ 7/16" L_ AMIN_AT_E D_ L7/16 `LAMINATED GLASS 1 1/2" NOM. GLASS BITE t (9,90 or 91 -{ -t— 1/8" ANNEALED OR HEAT STRENGTHENED GLASS t + .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 A, 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3116" 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 Rawl 8 Mb: Raved Eir Oar F.K f1lf&D6 Rood Er. tide: F.K 1,24,V8 Br. Dew F:K 911105- tbidetarw: B ADD ITEM 92 TO SIB LAM! I.O. GLASS (AAA2 & LAMI IG NOTE Reahktre: A NO cNANQE THIS SHEET J.Jsr 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1829 NOKOMIS, FL 34274 I 12 I GT VLsIb& Better GLAZING DETAILS na• ALUM. SINGLE HUNG WINDOW, IMPACT 811700 Full 2 °r 11 4040 -20 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • •• • PRODUCT REVISED a•cotatpfylagwith tMeFl•ridlt tinkling e Cad E � Darr By Mia8 Div 0 •s {� '4 redattCom Robert L. Clark, P.E. PE #39712 Structure! •••• • • •• •• ••• • • • • • •• • • • • •• • • •••• • • •••• •• • • • • • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH S OPTION jS BASED ON FLANGED WINDOW TIP -TO -TIP FRA DIMENSIONS WIDTH GLASS TYPE TABLE 1. WINDOW_ HEIGHT/ 63 66" 68" 70' 72" 48" 50" 52" 53 1/8" UP TO 5-3 1/8' AB,M A,B,M L A,B,M /B,M +80.0 _80.0 +80.0 -80.0 +80.0 ; -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 74" 76" -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 +80.0 ! -80.0 +80.0 -80.0 CIQ�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 +79.6 +80.0 -80.0 -79.6 -80.0 +80.0 +78.2 +80.0 -80.0 -78.2 -80.0 +78.8 +76.9 -78.8 -76.9 +80.0 1 -80.0 +77.3 +75.4 +80,0 -77.3 75.4 +75.9 +74.0 -75.9 74.0 -80.0 r +90.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 518" 63" 72 " 74" 76" 48" A,B,M ® +80.0 L -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 i -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M A +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 -67.6 531/8" A,B,MA +80.0 r -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 WI HIGH SILL OPTION A, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH 53 1/8" GLASS TYPE D,E,F,J,K,L TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 118" +80.0 -80.0 2211/16" +80.0 -80.0 28 3/16 " +80.0 -80.0 33 3/4" +80.0 -80.0 39 5/16" +70.0 -70.0 44 13/16" +70,0 -70.0 50 3/8"• +70.0 -70.0 5515/16 +70.0 GLASS TYPES: A. 5/16" LAMI - (1/8A,.090,1/8 "A) B. 5/16" LAMI - (1/8 "A,.090,1 /8 "HS) C. 5/16" LAMI - (1 /8 "HS,.090,1 /8 "HS) D. 7116" LAMI (3/16 "A,.090, 3/16 "A) E. 7116" LAMI - (3/16 "A,.090, 3 /16 "HS) F. 7/16" LAMI - (3/16 "HS,.090, 3/16"HS) G. 13/16" LAMI iG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "A,.090,1 /8 "A) H. 13/16" LAMI IG - 1 /8 "tiS, AIR SPACE, 5/16" LAMI - (1 /8"A,.090,1 /8 "HS) I. 13/16" LAMI IG - 118 "HS, AIR SPACE, 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) J. 13/16" LAMI tG - 1 /8 "HS, AIR SPACE, 7/16" LAMI - (3116 "A,.090, 3/16 "A) K. 13116" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) L. 13/16" LAMI 1G - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16 "HS) M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8 "A,.090, 1 /8 "A)A TEST REPORTS HT. HT. "Olt MEETING RAIL "X" "O" MEETING RAIL "X" -70.0 HT, TABLE 4. FTL -4647, 4648, 4723, 4957 FTL- 4847, 4648 FTL- 4647, 4648 FTL -4645, 4885 - -• FTL -4645 -- - - -� -� F14645 FTL -4646, 4723 Fit-4646 FTL -4646 FTL -4649, 4650 FTL- 4649, 4650, 4958 FTL -4649, 4650 FTL 5063 "0" MEETING RAIL Wrv".1441 A W FtT. MINUS SASH HT. SASH 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'!" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.A Rowel By: Rend Ey AK RoodBy: F.K Drawn By: F.K Dads 11/13/08 1/24/05 Doter 9/1/05 B f A Checdwd 6y. J.J. r-i,. Vivi' 1.1-.7 WI' TO !. . REWSED CtISTOMFORMAT DPS. ADD IN T. FIN. , 7rrr,71' •1= . 17t UPDATE TEST NOS ADD FTL -4723 TO GLASS TYPESAAND G. twx 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1628 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT sH700 NTS 3 a 11 � , 4040 -20 • • i • •• • ••••d• • • • •••• s • o• •• • • • • • • • • • • •• • PRenuCT REVISED comp wkh tie P d Kaidias Cede Ns ► - f ex Expiration bete tioeuct z u AA Robert L Clark, P.E. PE #39712 Structural • • ••• - • • • • • • •• • • • • •• • • •••• • • •• - • • - •• • 1 SEE DLO TABLE SEE DLO TABLE (MAX.) .T 49 518" MAX. FIXED r"-- DLO (ALL) 53 1/8" MAX. FLANGED WIDTH 52,'1/8" MAX. I.F. WIDTH al 1 1 75" MAX. I.F. D ..J HEI HT 76" MAX. FLANGED HEI HT _ 481/4" MAX. VENT DLO (ALL) `DETAIL A 1' 111 38 :/16" MAX. SASH HEI HT SEE DLO TABLE 1 SEE DLO TABLE X 6 +E- DETAIL D VIEW (CUSTOM SASH) 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEI HT 20" SASH HEIGHT A SEE DLO TABLE SEE DLO TABLE X j 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEIGHT S1E NO E 4 DETAIL. 13 VIEW (STANDARD SASH) E-, 1 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEI HT SEE DLO TABLE SEE DLO TABLE 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VtEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT. Rn•dBr SEE DLO TABLE 1 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIGHT SEE NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL. HIGH SILL A 341/2" 34.3116" B 41 5/8" 41 114" C 41 114" 40 7/8" D 52 5/8" 5211/16" E 521/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 341/2" 34 3116" 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. Aztec Ras By. K. Nosed By: F.K. DINWit By: Detac 103/00 1/.74/08 B ADD INTEGRAL FIN (LF) VERSION, CHG. NOTE 3. ADD NOTE4. Revtabnir A NO CHANGE MIS SHEET nor 9/1/05 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, 8.34275 P.O. SCX 1528 NOKOMIS, FL 34274 Visibly Better ELEVATIONS ALUM. SINGLE HUNG WINDOWS IMPACT SH700 171; TSS 1 4 or 11 1 A alum L?l► • . • • • •• • • •••• • • .. • • • • • • • • • • • •• • PRODUCT REVISED as complying wins tire iMeii Raiding Cede Acce a Ns 1 j 24/1 Robert L. Clerk, P.E. PE #39712 • .•• • • •.•• ••• • • • .• • • • • • • • • • .. • • • .••• • • •••• •• • • • • .. • �-- 2.784" INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6* FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16) MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A-A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS A INSIDE NN • .. • • OUTSIDE MAX. VENT DAYLIGHT OPENING LOW SILL HEAD AI.F. FRAME• 2.330" (LOW SILL) SEE NOTE ABOVE JAMB OUTSIDE 2.710" I! OUTSIDE 43, Lim 0 0 MR CD 0 ULTRALIFT ONLY SECTION B -B (LOW SILL SHOWN) ALTERNATE HIGH SILL SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) Rem By: noted Dr Dahl: RI( 11113108 RewlBa. Derr F.K 1/14108 Drtnvn Ebs whx F.K 911105 R.,e: A NO CHANGE THIS SHEET Checked By: D.hr J.J. 2123107 AMP. SECTIONS & CONSOLIDATE SAL. COMPONENTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. BOX 1528 NOKOMIS, FL 34274 PT Visibly Better ALUM. SINGLE HUNG WINDOW, IMPACT sortesseale SWIM M If I .s 44 1 ,tn. n nn Robert L. Clark, P.E. PE #39712 • • • ... • . •. • • • • • • • • • • • •• • • • • •. • • .• •••• • • .••• . • .• • • • • •• • ITEM DWG.# DESCRIPTION 1 4002A FLANGE FRAME HEAD 2 1155 #8 X1.000 QUAD PN. SMS 3 4003C FLANGE FRAME SILL (LOW SILL) 5 1626 ADHESIVE OPEN CELL FOAM PAD 6 4004 FLANGE FRAM JAMB 7 4025 SASH STOP 8 4025 SASH STOP (EGRESS) 1.125 LONG 9 4029 SPIRAL BALANCE, 318 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 11 #8 X.750 PH. PN. SMS 12 BALANCE BOTTOM BRACKET 13 1085/108. SASH TOP GUIDE 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 16 1080 -1 BALANCE COVER, 11/16" 17 4053 SASH STOP COVER 18 4029 -1 SASH BRACKET 19 #8-32 X1/2" LG. PH. FH. TYPE R S. STL 21 4054C FIXED IUEETlNG RAIL 23 4006C SASH TOP RAIL 25 1235 WSTP.,.170 X .270 BACK, FIN SEAL 26 1096 SWEEP LATCH 27 1016 #8 X .625 PH. FL. SMS 28 4007 SASH BOTTOM RAIL (LOWSILL) 30 1226 WSTP., BULB VINYL 31 4008 SASH SIDE RAIL 34 1268 SASH FACE GUIDE 35 1622 LAM SETTING BLOCK 3/32" X25/64" X 1" 36 1052 LAM* SETTING BLOCK 1 "X3/4" X 1/16" 37 1224 VINYL GLAZ. BEAD BULB (THICK) 38 1225 VINYL GLAZ. BEAD BULB (THIN) 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 42 4044B GLAZING BEAD, 5/16 LAMI W/GRILL KIT 44 4222A GLAZING BEAD, 7116" LAMI 45 985C GLAZING BEAD, 7/16" LAMI WIGRILL KIT 46 4067 GLAZING BEAD, 13/16" LAM I.G. 47 4071A FRAME, I:F. HEAD 48 4072A FRAME, I.F. LOWSILL 49 4073A FRAME, I.F. HIGH SILL 50 4074B FRAME, I.F. JAMB 52 4009 SILL LATCH (EGRESS) (LOWSILL) 53 1088 SPRING, SILL LATCH (EGRESS) 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 55 1014 SCREEN FRAME (HOR. & VER.) 56 1830 SCREEN CORNER KEY WIRINGS 57 1631 SCREEN CORNER KEYW /OUT RINGS 58 1073 SCREEN SPRING 59 1 1624 SCREEN SPLINE - .135 DIA FOAM PGT# 612225 781PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 7834M 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64006 678160 71096 7858 612230 6TP249 612231 42501 71622K 710521( 6TP247W,K 6TP248K 640399 644703 64222 6985 64067 64071 64072 64073 64074 764009 7SPRNG 62740 61014 71630 71631 7CASP. 61624K A ITEM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE - .135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 506 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X112 - 7/16 LAMI 82BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) _ 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW899, 995 OR EQUIV. 80 A GLASS 5116" LAMI, (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, (118 "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" LAM, (1/8 "A.090 PVB,1/8"HS) 85 F. GLASS, 7/16" LAM, (118 "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"-IS, AIR SPACE, 5/16" LAM, (1/8'A,.090 PV6,1/8"HS) 88 I. GLASS, 13/16" LAMI 10;1/8 "HS, AIR SPACE, 5116" LAMI, (1/8"HS,.090 PVB,1/8 "HS) 89 J. GLASS, 13/16" LAM 10; 118"HS, AIR SPACE, 7/16" LAMI, (3/16 "A.090 PVB,3/16 "A) 90 K. GLASS, 13/16" LAMI 10;1/8"HS, AIR SPACE, 7/16" LAMI, (3/16 "A.090 PVB,3/16 "HS) 91 L. GLASS, 13/16" LAM IG;1/8 "HS, AIR SPACE, 7/16" LAMI, (3116 "HS,.090 PVB,3/16 "HS) 92 M. GLASS, 13/16" LAMI IG; 1/8"A AIR SPACE, 5/16" LAIVIL (1/8 "A,.090 PVB,1/8 "A) FRAME, I.F. HEAD #4071A, 6063-T6 .062 NOM THICKNESS 4. 71 FRAME, I.F. HIGH SILL (USED AS RADIUS TOP HEAD) #4073A, 6063 -T6 0 FRAME, I.F. LOW SILL #4072A, 8063-T6 2. 2.374 .062 NOM THICKNESS FRAME, I.F. JAMB #407413,6063 T6 Raw! pox r^ ;y RK 11/13/06 Rend By: PI( : 1124/06 T.. - -rrr ITEMS 47, - ., 49 ADO ITEM 9 . CHG. DESCRIPTION ITEMS 7,9 & 13 NO CHANGE THIS SHEET Yij 1- '7417 amen*: F.K rJs,*nd 8y. pat J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.0.9QX 1524 NOKOMIS, PL 34274 PARTS LIST tee: ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better ae*� sMee,MoeYC smis sno 814700 An-P; R ar 1 i 1 wnwn en • • • • • •• • • •••• •••• • • •• •• • • • • • • • • • • •• • PROIJuCr REVISED as complying witk tie Beidiag Code Aetty+,reNo 1.. E , ration Dote _ 4047Wlifet 2tw By.I.i f • 114 rt i...r m Prods:* D Robert L Clark, P.E. PEI 39712 0000 • • •0•• ••• • • • • • • • • • • • • •0 • • 0000 • • 0000 0• • • • • •0 • • •• 0 • • • ••••0 • • • •• • • • • 1.363 FLANGE FRAME HEAD #4002A, 6063 -T6 .062 .062 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) .062 FIXED MEETING RAIL #4054A,6063HD -T6,& FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 FLANGE FRAME SILL (LOW) #4003C, 6063-76 .- -f -- -.062 4490 SASH STOP #4025, 6063 -T5 1- -0--- 2.279 SASH TOP RAIL #4006C, 6063HS-T6 .062 1-.* -1.513 -.-1 .738 .040 (1 or47 SEALANT ALONG ENTIRE JOINT I.F. FRAME @or50} SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E (RADIUS TOP HEAD ONLY) • • • SASH STOP COVER FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) • • • • • (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) #4053,8063 -T5 .050 .678 GLAZING BEAD, 5/16" #4039B, 6063 -T5 1.096 .062 SASH SIDE RAIL #4008, 6063-T5 SASH BOTTOM RAIL (Law) #4007, 6063-T5 050 678 1.096 1 GLAZING BEAD 7/16" #4222, 6063-T5 SASH BOTTOM RAIL (HIGH) #4051A, 6063 T5 050 .`� .678 1.115 1N GLAZING BEAD 7/16" #985C, 6063 -T5 (USED WI GRILL KIT) 050 .678 1.096 1- - ( -T GLAZING BEAD, 5/16" #40448,6063 -T5 (USED W/ GRILL KIT) .683 f �• �1 1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 Raved By: Daft Revad By: War F.K 11113/08 Revid or: O: F.K 1124/D8 br•wnJ : Derr F.K . 9/1/05 Revioatsr B A UPDATE FRAME CORNER A S S E MB L Y TO INCLUDE I. F. AND _UPGRADE ITEM2I ALLOY. Cheated By; J.J. NO CHANGE THIS SHEET wr: 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 VFsibly Better EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT 814700 Half I 11 I 4040 -20 •••• • •••• PRODUCT REVISED as complying wkb Or Florida Ruktint Code Acceptance E , ration Date Robert L. Clark. P.E. PE #39712 Shut* ,rAi •••• • • •••• ••• • •• • • • • •• • • • • •• • • • •••• • • •••• •. • • • • •• • ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS SUBSTRATE;' ANCHOR TYPE: VV1NDOW i_I�AS, r TABLE 5. N 34.603 • 0 O `0 U U 40.603 WINDOW HEIGHT 46.603J52.603 58.603 64.603 r?- 0 U N0 24.000 32.000 x.000 C,D,E,F,G, H,I,J,K,L B,M C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L A,B,M C,D1E,F,G, H,I,J,K,L -A 13,M 1 2 1 1 1 1 1 2 1 1 2 111 1 1 1 1 1 2 1 1 2 1 1 1 1 11 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 1 2 1 1 2 1 1 2 0, 2 2 1 2 2 1 2.2 0 tai 0 C) U NZ U U Z 0 U 0 c'I 010 o 0 NZ Q 0 U N z 0 o o 1 2 2 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 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., 3 1 2:2 1 2 2 1 22 22 1 2:2 1 2.2 1 1 2 3 1 1 1 1 1 1 z z o 1 1 1 1 1 1 1 2 1 1;2 '1 12 1 2 2 1 2 2 1 1 1 1 1 :2 1 1 2 1 1 2 1 2 2 1 2:2 1 1 2 1 2.3 1 2 3 1 12 ,1 1 2 1 1 2 1 1 1 • 1t 1 2 2 2 2 3 1 2 1 x 1 1 1 1 2'22;2 3 1 2 1 1 2 1 2 2 1 2.2 1 2 3 1 2 3 1 22 1 2 3 1 2 3 2 2 3 2 23 1 1.2 1 1.2 1 1 2 1 2 2 1 2 3 1 2 3 1 1 2 2 2 3 1 1 2: 2 2. 3 1 2 2 1 2 3 1 2 3 2 2 3 1 2 2 1 2 2 1 2 2 1 2`2 1 2 2 1 2 3 1 2 3 2 2 3 1 2 2 1 2:3 1 2 3 2 2 3 1 2:2 1 2 2 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 :3 1 2 3 22 1 2 3 1 2:3 2 2:3 2 23 1 2 3 2 3 3 1 3:3 2 3 4 2 3 4 1 22 1 2'2 2.2 1 2 3 1 2 3 1 1 1 2 1 2 3 2 2 1 1 1 1 1 2 2 1 2 2 2 1 2 2 1 2 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 212 2 1 2 2 22 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 3 4 2 2 3 2 2 2 A,B,M 2 2 2 221 :222 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 34 2 2 3 2 2 2 2 2 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2r2 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 2 2 3 2 3: 3 2 34 2 2 3 2 3 5 2 2 4 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 24 2 3 .3 3:4 2 2 3 2 3 3 2 34 2 2 3 2 2 2 2 2 2 2 2 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 212 2 2 3 2 2'2 2 23 3:4 2 2 3 2 3.3 2 3.4 2 2 3 3 4 2 3 4 2 2: 3 2 3 4 2 3i5 2 3: 3 2 2 A,B,M PSF 2 2 2 2 22222j223 72 79 79 2 2 2 2 2:3 2 3>4 2 2 2.3 3 3 2 34 2 2 3 2 34 2 3 4 2 2:3 2 34 2 35 2 3`3 2 3 2 H,I,J,K,L 21-2 A,B,M 2 212 2 2 2 2 2.2 2 2 2 2 2 2121 2 3 2 2 3 2 2 2 -2 2; 2 2 2 3 2 23 2 34 2 34 2 2.3 2 2 3 2 3 4 2 3 4 2 3.4 2 3 4 2 :3 2. 23 2 3:4 3�4 3 3 4 334 2 3 3 2 33 2 3 2 2 3 3 2 2 3 2 3 Rev&By: ry; FJC Data 11/13!0& tenoonw B � DP WHERE ANCHOAND ' NOTES. II RESTRJCTED BY SIZE. Rot •GBy: FJC Dram 8y: F Utz RavLdu+s 1/24,V6 A. NO CHANGE THIS SHEET D *. Chocked By Dais: 7/29/05 J.J. , 2/23107 1070 "TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visib& Better _ANCAORAGE NOTES: 2. ANCHOR LOCATIONs ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTO1v1 CORNERS 8" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. At 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE W1311 A.• BOLD ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM DESIGN PRESSURE WITH THE Qt,AltrrY OF ANCHORS SHOWN IN BOLD. OTHERWISe,911E" MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL • • • PRODUCT REVISED as complying with **NNW Raiding Cody Attityttact No (FULL DP) HEAD JAMB ABOVE MTG. RAIL. JAW BELOW MTG. RAIL ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Robert L. Clark, P.E. PE 939712 Structural • • • • • • • • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE:. ANCHOR TYPES -- WINDOW GLASS WIDTH TYPE 29.655 0p 0 0 � U U z 4 37.155 N O N Q T 0 0 0 44.655 MO z Zc'?O cvi 0 0 cv 52.155 U z O U U z O U 59.655 J 0 c')0 Z Zce)O tvOQr"Otr0 67.155 U z O U 0 0 74.655 ti 0 0 U z 0 76.000 0 0 0 0 tJ 19.125 C,D,E,F,G, H,I,J,K,L A,B,M 1 1 1 1 1 1 1.1 1 1 2 2 1 1 1 1 1.111 1 1.112 2 1 2 1 1 2 1 1 212 2 2 22 1 2 1 1 1 1 2 212:2 1 22 1 2:2 1 2:2 2:2 1 21 111 2 :212 2 1 2 2 1 2 2 1 2: 2 1 2 2 1 2;2 1 2 2 1 1 j 1 2.2 22 2:2 1 2 2 1 2 2 1 3 2 1 2 2 3 2 1 3 2 1 2 2 1 1 2 2 1 2 2 1 32 1 2 2 1 32 1 3:2 1 22 1 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 �1 1 1 1 1 2 2 1 1 1 2.2 2 2 2 2 1 1 1 2212 2 2 2 2 2 2 2 2 2 1 3 2 32 2.2 32 1 3 2 1 2 2 3 2 32 2'2 A,B,M 1`1 1 1 1 1:11122 111 1 2 2 1 2 2 1 2.2 111 1 2 212:2 2:2 1 2 2 1 2 2 1 2 2 1 32 1 3:2 1 22 1 3:2 1 3 2 1 2 2 1 3 2 1 3: 2 1 1 32.000 PSF 68 1 77 C,D,E,F,G, H, I,J, K, L 1 1 1 2:2 2.2 1 2;2 2: 3 2 2 1 2 2, 2( 3, 3 2: 2 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 4;3 1 4.3 1 A,B,M 37.000 PSF 1 1 1 1 1 1 1 1 1 1 1 1 111 2.2 2 2 2:2 2:3 59 1 67 1 79 1 2 2 1 1 2 2 213.3 1 2 2 1 3 3 2 3 3 1 3 2 3 3 1 3 3 1 2 2 1 3 3 1 4:3 1 3 2 413 1 4 3 C,D,E,F,G, H,I,J,K,L 1 1 1r1.. 1 1 9r' 1 2 2 2 1 2 2 2 2 3 1 2 2 2 2 2313 3 1 2:2 2 3 3 2 3 3 3 3 4 3 2 3 3 1 3 2 2 3 3 2 4 3 3 2 2 4 3 2 4.4 2 A,B,M 1 1 1 2 1 1.1 1 1 111 212 2 2 1 2 2.223 1 2 2 2 1 2 23133 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 2 40.000 PSF C,D,E,F,G, H,I,J,K,L 54 1 79 62 J 79 2 2 111 111�1f 2 2 21222 2 2 2 :2 2,3 2 2:2 2 2 3.313 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 2 A,B,M 2 2 2 111 1f 1 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 :2 2 1 2 3313 3 2 2 2 2 3 3 2 4.3 2 33 2 4 3 2 33 2 3 3 2 43 2 4 4 2 3 3 2 4 3 2 4.4 2 2 44.000 PSF 49179 56179 79 C,D,E,F,G, H,I,J,K,L 2 2 111 2 2 2 2 2 2 212 3 3 2 2 2 2 1 2 3 313:4 2 2.3 2 3;34 :4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 4 4 2 3 3 2 4 °3 2 4:4 A,B,M 2 _2 2 2 1111�IN 212 2: 2 2 • 3;3 2 2 2 2 l 2 3 :3134 2 2 :3 2 2 3 :3I4:4. 2 3 3 2 4:: 3 2 4 4 2 3 3 2 4 3 2 4 :4 2 3 3 2 2 43144 2 2 48.000 PSF 45 1 74 51 1 74 79. 79 C,D,E,F,G, H,t,J,K,L 2 2 2 2 f14 111 2 2 2 2 A,B,M 53.125 PSF 41 2 2 t�1 1�1 67 46 2 2 2J2'2 2 67 2 2f2 313 2 2 233 76 79 2.2 22 2 2 313 3•4 2 2 3,334 2 3 3 2 33 3 4 4 2 3: 3 2 4 :4 4:4 3 :3 2 4;4 4 :4 4 3 54 3 4,4 2 3 3 2 33 4 3 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 C,D,E,F,G, H,I,J,K,L A,B,M 2 2 2 2 1112F-22.2 2 2 2 2 11 1 '1 21212. 2 2 2,2 2 2 2 .313. 3 33 2 3 3 2 33 2 3 3 2 3i 3 3 4`4 3 4 4 2 3;3 2 3: 3 3 4 4 3 4 4 3 2 3 3 2 2 3 2 3 3 2 3 Vets: 11113/06 Revtaionc 8 REVISTANCHORAGE TABLE AND NOTES. ADD DP MAK WHERE ANCHOR QTY IS RESTRICTED BYSIZE. Rowley F.K Data 1,24/06 Ely: F.K. Dem NO CHANGE THIS SHEET 12307 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 VIIS1b& Better ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS — 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTrOM 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 WIIWAH.A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE CltrAWY OF ANCHORS SHOWN IN BOLD. OTHERWISr MAXIMUM DESIGN - • PRESSURE FOR THE RESPECTIVE SIZE TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL • • PRODUCT MIMED colupbing We lie Florida Reitling Cede Mt:els/bent He Date (FULL DP) HEAD JAMB ABOVE mro. RAIL JAIVB BELOW MTd. RAIL aesartArt ANCHORAGE SPACING, STANDARD VIEW mw ALUM. SINGLE HUNG WINDOW, IMPACT SolaiMalst SH700 Robe I- Clark, RI PE #39712 Stn wit wed • • • ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD Sc JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: 1.� ANCHOR TYPE: —. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ❑ "'ip CONC 1 CONC o rel. r` 2 CONC 0 .— ZC?OZ 0N0 0 _ 0 O 0 Z<?O O ❑ 2 , CONC 1 , CONC ❑ O 2 CONC 0 ZVI r Ory 0 ❑ 2 CONC 1 CONC 0 et O 0 N z 0 0 1 I CONC ❑ C`?C NQ > 2 CONC 0 'z p 0 WINDOW WIDTH GLASSc 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 32 000 D, E, F, J, K,L 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 37.000 PSF 79 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 2 40.000 PSF 79 79 79 79 D, E, F,J, K,L 2 1 2 1 2 2 2 2' 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 1 2 4 2 4 2 5 2 5 2 4 2 5 1 2 2 44.000 PSF 79 76 79 77 79 79 79 ` D,E,F,J, K,L 2' _' 2 1 2 1 2 2 2 2 2 2 2 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 2 3 3 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K,L 2 1 2 2 2 2 2 2 " 3 3 3 4 4 4 5 4 5 5 4 S 5 4 6 6 5 6 1 1 2 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E,F,J, K,L 2 1 2 1 .__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 2 3 3 6 2 5 3 7 3 8 2 5 3 7 6 5 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE: ANCHOR TYPE:--1fin c' O WINDOW WIDTH 12.776 15.776 18.776 U 8 8 0 0 M d N Z N U z 0 eV CI U U O U 21.77 0 d N U 24.77 27.776 30.776 31.106 0 0 v °o U U z O U M d N O z 0 c',O QZ V M d rf O O 0 0 19:125 1 1 2 2 1 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 3 2 3 2 32.000 2 37.000 1 79 2 2 r 31 3 40.000 74 2 3 44.000 r 68 78 2 3 3 3 J 3 5 r3 r- 4 48.000 83 72 79 2 I3 3 3 3 3 53.125 73 2 2 J 2 58 66 72 3 1_ 3 4 1 3 1 4 3 3 I3 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -114" 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 - 17112" MAX. FROM TOP CORNERS 11 112" 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 WINDOWS ARE 12 518" MIN. TO 38" MAX. A1TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH/ BQL% ITALICIZED VALUE ABOVE THEM, INDICATE A M UMUM DESIGN PRESSURE WITH THE QUANTITY OF AIeIQt -7RS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM0891€ ,1 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LMTED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 A TABLE 8. KEY: MAX. PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 >dsY Data Redetoter new py; FK 1111306 tmwaa"ar B AEV1S ANCHORAGETABLEAND NOTES. ADD DP MAX WHERE ANCHOR CITY IS RESTRICTED BY SIZE per F.K Dew 1 /24/06 , A NO CHANGE THIS SHEET 041310 By: FK Deft 7/29/05 Checked ! J.J. 2123/07 _ 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Vaslbly J3erter ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT arkosSionak SH700 mar sroec 1».v NITS! 1O d 11 , d Mo a 4040 -20 •0•• • • •••• • • .. •. • • • • • • • • • • •. • PRODUCT REVISED Bvi idisg OW* Accepunce lE rake 2 .04 2.DI/ P it L. Clark, P.E. PE #39712 Sirutzturnl .••. • • •••• ••• • • • •• • • • • •• • • • • .• • • • .... • • •••• .• • . • • .• • • • • 3.35 KSI MIN. CONCRETE OPTIONAL Ix WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR [v ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) a 2x WOOD BUCK (SEE NOTE 4) . + 1 3/8" MIN., 1/4" TAPCON 1•.3/4" MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)A DETAIL }- ' DETAIL B TYPICALFLANGED HEAD ANCHORAGE_ :__ 1 1/4" MIN. • 7• • • �■;e■uunnox„tn„tu► itt • ` 7 .:.. 1/4" MAX. SHIM ONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU A 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4),6\ DETAIL -C - .131" DIA. MIN. x 2 112" NAIL, AT CORNERS AND 5" O.C. 1 3/8" MIN. k 1/4"iMAX. SHIM 1 3/8" MIN. +�.wr ■vw►a+F■ li r „in.. 11 1 NOTES:___ 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" 884 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 15 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 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 REQUIIIEMN. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. •• • 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO€ .TiACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF F130414IRRENT, 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 D TYPICAL FLANGED-JAMB ANCHORAGE 1/4” MAX. —e— SHIM WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) 1—.131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME Q iIII161mi!iu I f li .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 1 ETAIL E, (JAMB) (-TYPICAL thiTtGRAL FIN ANCHORAGE DETAIL G, (SILL) 1/4" MAX. SHIM WOOD FRAME Raid Er Doke Rowdily: Cate: F C 11/13106 F.IC 124/V5 8 ADD INTEGRAL FINANCHOR4 �UPDATE 8r REDRD€R NOTES 1070 TECHNOLOGYYBRVE ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. NOKOMIS, FL 34275 Ram A ADD NOTE 6 R FLAT HEAD ANCHORS. //WW2 BY Daft F.K. 9/7/05 ("Wood By: J.J. crow 2/23/07 P.O. BOX 1529 NOKOMIS, FL 34274 i Visibly Better D000dgeom ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOWS IMPACT Saffs er.ew s Tar apee� SH700 I NTS I 11 or 11 ,trim on • • •• •• • • • • • s • • • • •• • ?mac? SWIM as complyieqt with lie lbtYs Sulam Code AteePtagee Eaplraton Dar Robe fC L. Clark, P.E. PE #39712 •••• • • •••• ••• • • • •• • • • • •• • • • • •• • • .••• • • •••• •• • • • • •• • • •• • • • • • • • • • • • • • - -r413- TS: -L-R-E-Miss ILE WINDOWS 1. GLAZING OPTIONS _ --- - - - - -- ----- - - - - -- CA. _5/16" LAMINATED GLASS COMPRISED OF (1 )-LiTE`OF 1/8" ANNEALED_GLASSAND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WIAN .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. 7116" 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" CONFIGURATIONS OPTIONS 4 x 0 x 0 x 3 x 3 0 3 x X 0 0 X x 0 x UNEQUAL LITES I ;S UNEQUAL LITES 0 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 HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 118 " 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. L 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. A 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 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 4-.4 "xox" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. 1114. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS.3" APART AT MID -SPAN A 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. .&7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. a RcrJd By F.K. RevsdSy F.K. geyser Ay' F.K. Drawn By F.K. Deis: 3/25/03 Revbgn$. 8 ADD 13/16" I.G. & MOVE GLAZING DETAILS TO SHEET 2 Date.: 7/10/03 Revisions: C NO CHANGE THIS SHEET Dote. 6/23/V5 Revisions. D ADD 76 "HT., GLASS TYPES FAND G. REVISE ANCHORAGE. Date: 12/17/02 Checked By Date: 1070 TECi4VOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOM:S, FL 34274 Visibly Better Desecrate: NOTES AND TABLE OF CONTENTS TAX ALUMINUM CASEMENT WINDOW, IMPACT stile' Sheet D,emnq Nn key NTS 1 ' 13 7045 -8 D CA -740 •••. • • • •. • •• • . • • • Cmtrei •• • • •• .. • • .••. • • • • • .• • • ..•• •• . • • • •. • • PRODUtC>, $sE1 Y. ,M) By Minot Cmitriti • • Lucas A. Turner, P.E. PE 1158201 Mechanical z 118" ANNEALED OR —•- HEAT STRENGTHENED --*-� GLASS --.090 PVB INTERLAYER 13/16" H— 1/8" HEAT STRENGTHENED GLASS 318" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 118 HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE t .65" NOM. GLASS BITE 5/T6" LAMINATED BLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT --- .090 PVB INTERLAYER 3/16" HEAT I-- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 13/16" 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS Revsd 8y. F.K. Revsd By F.K. Revsd ay: F.K. Bete: 3/25/03 Revisions: 8 REDRAW GLAZING DETAILS & ADO 13/16" LG. DOW 7/10/03 Ravlskxis: C NO CHANGE THIS SHEET Date: 6/23/05 Revisions: D ADD 13/16" LAMI LG. W /7/16"L4M1 & CORRECT 5/16" LAMI DETAIL Diswn By. pate: Checked ay. Date. F.K. 03/25/03 13/16"1.G. W15/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS „” •••• • lle ••Yl •• •••, • •� 1 •••• • • • •Ceuas*I • • • .. • • • .65" NOM. GLASS BITE • • • • • • • • • •• • • • • •• • • • • •• • • • 13/16" I.G. WI 7/16" LAMI A GLAZING DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS TALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Rev. Luca; A. Turner, P.E. PE #5 &201 Mechanical CENTERLINE ANCHOR —1 112" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX. 30" MAX. DAYLIGHT -- OPENING 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 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) 1.______ 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. X X /7 SEE MEETING RAII,vDETAIL T P. (2) • 4 \a MAX. 1‘. 14 1/2" MAX. O.C. TYP. -ELEVATION "B" - "XX"` ---(SEE-'--SHEET 7 FOR-PRESSURES) 30" MAX. DAYLIGHT -- OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE ID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. i RevsdBy Gate: F.K. 3/25/03 Revel By. Date' F.K. 7/10/03 3 4" MAX. i 4" MAX. 0 37" MAX. VENT TYP. 13" MAX. O.C. 60" MAX. FIXED � I } A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 1- • 1 14 112" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" -"XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Re 8 CHANGE SHEET NO. REFERENCES Re C ADD HINGE LOCATION DETAILS RevsdBy Date' F.K. 6123/05 Omen By Dale• F.K. 12/17/02 Revs hey D CHANGE MAX. HT. TO 76' AND MAK DLO TO 69" Checked Ry Date' 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM!S, FL 34274 T Visjri656JJeBerter "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT SenesRfriuY CA -740 Smc NTS Sheet 3 of 13 Pre 7045 -8 69" MAk, DAYLIGHT` OPENING 76" AX. HEI HT %Trot turida P • • • • • • • • • •••• ••.• • • •••_0 • • • • • • •• • • • •• • • • • •. • PRODUCT RV.IV G) as ea► fy ti,? r: inh the i?tsri Sttidir.,.+,' .11 ems BY Div* • • n t .rte �.. Lucas A. Turner. 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 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 4" MAX —37" MAX. WIDTH .-- 30" MAX. -- DAYLIGHT --- OPENING. 4" MAX. l� SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 14 1/2" MAX. O.C. ELEVATION "0" - "X" (SEE SHEET 5 FOR PRESSURES) 13" MAX. O,C. 4" MAX. 1 4" MAX. 30" MAX, 53" MAX. -- DAYLIGHT 97" MAX. WIDTH AX. HT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH ___ 53" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) DAYLIGHT OPENING OPENING t A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX, X. DAYLIGHT OPENING 1 1 1 it i L_.. ,� 1- -I 13" MAX. O.C. 37" MAX. VENT - 600 MAX. FIXED - ------ ELEVATION "F" - 'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) Raved Ny.• F.K. Deal: 3125103 Revistdrs 8 CHANGE SHEET NO. REFERENCES Rasa tly F.K. Date: 6/23175 Revisions: C ADD HINGE DETAIL B HINGE LOCATION NOTES Revsd 6y F.K. Date. 7/10/03 Re marts. D CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69 Drawn sy: F.K. Date. 12/17/02 Checkeda F.K. Date 070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rcT ViJ j ,l Better 'X', "0", "XO" & "OX" ELEVATIONS ALUM/NUM CASEMENT WINDOW, IMPACT Satieemadek CA -740 Semie NTS nt 13 Orawng Na 7045 -8 •••• • ••. eotrit. • Fkriatt • • • • • • •• .• • • •. • • • •• • • • • •••• • • • • • • •• • •• • • • • •• • • PRODUCT RENEWED as esErief.yirg veld!, tits Fletkilit stly? Ct. xr. J$,spfrad xt wa: J ; -E1 MAMA( 1 11 ea:ss • • Lucas A. Turner, P.E. PE #58201 Mechanical / \ 69" DAYLIGHT OPENING t A MAX. 76" HEI( , 4" MAX. l� SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 14 1/2" MAX. O.C. ELEVATION "0" - "X" (SEE SHEET 5 FOR PRESSURES) 13" MAX. O,C. 4" MAX. 1 4" MAX. 30" MAX, 53" MAX. -- DAYLIGHT 97" MAX. WIDTH AX. HT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH ___ 53" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) DAYLIGHT OPENING OPENING t A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX, X. DAYLIGHT OPENING 1 1 1 it i L_.. ,� 1- -I 13" MAX. O.C. 37" MAX. VENT - 600 MAX. FIXED - ------ ELEVATION "F" - 'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) Raved Ny.• F.K. Deal: 3125103 Revistdrs 8 CHANGE SHEET NO. REFERENCES Rasa tly F.K. Date: 6/23175 Revisions: C ADD HINGE DETAIL B HINGE LOCATION NOTES Revsd 6y F.K. Date. 7/10/03 Re marts. D CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69 Drawn sy: F.K. Date. 12/17/02 Checkeda F.K. Date 070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rcT ViJ j ,l Better 'X', "0", "XO" & "OX" ELEVATIONS ALUM/NUM CASEMENT WINDOW, IMPACT Satieemadek CA -740 Semie NTS nt 13 Orawng Na 7045 -8 •••• • ••. eotrit. • Fkriatt • • • • • • •• .• • • •. • • • •• • • • • •••• • • • • • • •• • •• • • • • •• • • PRODUCT RENEWED as esErief.yirg veld!, tits Fletkilit stly? Ct. xr. J$,spfrad xt wa: J ; -E1 MAMA( 1 11 ea:ss • • Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5116" 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/ 118 "HS,.090,1 /8 "HS) HEIGHT "X" WIDTH 19 1/8 A 26 NEG POS -90.0 70.0 B,E -90.0 70.0 31 36 NEG POS, NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 38 3/8 43 48 50 5/8 54 57 NEG POS NEG POS NEG POS 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 60 NEG POS -90.0 70.0 63 NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -89.6 70.0 -86.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 26 1/2 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 : -90.0 70.0 -90.0 70.0. -68.4 68.4 -63.9 70.0 -90.0 70.0 -90.0 70.0 -75.4 70.0 -72.4 70.0 -90.0 70.0 -90.0 70.0 70.0 `70.0 -90.0 70.0 -90.0 63.9 -60.0 60.0 -58.5 70.0 -69.9 69.9 -67.8 67.8 70.0 58.5 -90.0 70.0 -90.0 70.0 -56.2 56.2 -53.4 53.4 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 32 A -90.0 B,E 34 -90.0 -75.0 70.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 - 75.0170.0 -65.5 70.0 -81.8 61.8, --58.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 58.9 -56.1 56.1 -53.8 70.0 -90.0 70.0 -90.0 70.0 65.5 -57.5 57.5 -54.9 `70.0 -90.0 70.0 -90.0 '54.9 -51.8 51.8 -48.6 53.8 70.0' 48.6 -50.4! -90.0 -45.2 50.4 -47.7 70.0 45.2 -90.0 -42.4 47.7 70.0 42.4 B,E -75.0 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 70.0 -75.0 70.0 -75.0 51.1 -47.9 47.9 -44.8 70.0 -75.0 44.8 -42.2 70.0 42.2 -75.0 70.0 -39.7 39.7 B,E -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -73.7 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -67.9 67.9 -59.0 59.0_ -52.8 52.8 -49.9 70.0 -75.0 70.0 -75.0 49.9 - 46.446.4 -43.5 70.0 -75.0 43.5 -41.1 70.0 41.1 -75.0 -38.6 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 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS 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 TEST REPORTS: FTL -3580, FTL -3587 -90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7118" LAMI -W/ 3/18 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 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. Revsd ay- F.K. eve Hy: F.K. Date: 3/25/03 8 as ADD GLASS TYPE E TO TABLES 1 & 4 Data- 7/10/03 Rev,sens: G NO CHANGE THIS SHEET Rend Dy: Date: F.K: 6/23/05 Drawn By Date. , 12/17/02 ti PS: D REVISE ANCHORS & ADD 76 HEIGHT OPTION Checked H Date. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. SOX 1629 NOKOMIS. FL 34274 x 66 NEG POS -90.0 70.0 70.0 - 84.2 -90.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 -90.0 -66.2 - 90.0 -51.3 -90.0 -45.6 -90.0 69 NEG POS -90.0 70.0 -90.0 70.0 -83.2 70.0 -90.0 70.0 -65.0 65.0 -90.0 70.0 -49.8 49.8 -90.0 70.0 -43.9 43.9 -87.8 70.0 72 NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 •••- • • •••• •• • • • • • •• •• • • • •.•• • • ••s- .• • • • . • • •- • •••• 1 • •• • • • • •• • PRODUCT RENEWED as comply' 1g with to Morns Du ding Cot^. • Date MVitit ►.r Froduct Con' .Ad Divb • Visibly Better PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Se aseadet CA -740 She aave�nd 5 of 13 7045 -8 f/./.05' Lucas A. Turner, 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 81'HS) HEIGHT 26 31 / 36 38 3/8 43 48 50 5/8 54 57 60 63 WIDTH NEG 37 A -75.0 43 A -75.0 48 A -75.0 53 1/8 Ai -75.0 57 A 4 -75.0 60 A -75.0 64 A -75.0 68 A -75.0 72 A -75.0 74 A -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NEG ,i °.S -75. 70.0 - .0 70.0 =75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS NEG 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 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 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 -75.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 70.0 70.0 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 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 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 -70.4 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 -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 x 63" HIGH -75.0 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 •• tiONJOIRISMNiP ...Op � • • • • i . • . if441'1" >. •• f� • YS. /P.. 0• • • • •0 • 0 • GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -90.0 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 -55.0 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" S54 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Ravad By Ravaa Rend Hy. F.K Drawn By F.K. Data: Ramona. Date: Remons: Draw Revisions' 6/23/05 D Date. r: Bel By: 12/17/02 REVISE ANCHORS & ADD TABLES 76- HEIGHT OPTION Dare: 1070 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. SOX 1529 NOKOMIS, FL 34274 D=c ipaca. PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Visibly 13etrer CA -740 6 dt 13 Dra,ingflu. 7045 -8 • • • •• • •• • • • • •• • • 0000 • • 000• 00• ••• • • • 00'• • • • •0 • PRODUCT RENEWI S as CDRA illft WW1 &4e Moak %MIR Coda emu Buffo B h� Di$ ' j Lucas A. Turner, P.E. PE 458201 Mechanical a.vrvrr(+rc y I I V t M NiiL T bib I1". Lt b. "O" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4507, FTL -4608 GLAZING OPTIONS: A. 5/16" LAM/ (118 "A,.090,1 /8 "HS) 8.5/16" LAMI (1 /8"HS,.090,1/8 "HS) C. 7116" LAMI (3116 "A,.090,3 /16 "HS) E. 13118" 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 26 31 36 38 3/8 43 48 50 5/8 54 57 60 "O" "XOX" NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS 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 36 72 37 74 391/2 79 53 67 B,E C,F -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 1 -75.0 70.0 -75.0 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 A B,E C,F A -76.0 -75.0 -90.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -75.0 70.0 -67.8 67.8 -67.9 - 75.0 -90.0 -62.1 67.9 70.0 70.0 62.1 -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 42 84 45 B,E C,F A B,E C,F A -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -62.4 62.4 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -70.3 70,0 -58.0 , 58.0 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 70.0 70.0 58.4 70.0 70.0 54.6 B,E C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -63.3 63.3 -56.4 56.4 -75,0 70.0 - 75.0170.0 -90.0 70.0 -90.0 70.0 -59.3 59.3 -53.6 53.6 - 75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.01 -90.0 70.0 -90.0 70.0 -49.9 49.9 -46.4 46.4 -43.5 43.5 .41.1 41.1 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 46.9 46.9 -43.6 43.6 -41.1 41.1 - 38.6 38.6 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -53.4 53.4 - 50.0 50.0 -46.9 46.9 - 44.3 44.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 700 -90.0 70.0 -84.5 70.0 -79.7 70.0 -50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 72 76 NEG POS NEGIPOS NEGIPOS NEGIPOS 39.7 70.0 -39.7 -75,0 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 70.0 - 55.0155.0 -55.01 55.0 -55.01 55.0 38.6, 70.0 -832 -41.9 -75.0 -75.6 -75.0 70.0 -75.0 70.01 -75.0 70.0 -75.0 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 48 A -75.0 70.0 ; - 65.0 65.0 -54.3 54.3 -51.1 51.1 B,E C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -55.1 55.1 -51.4 51.4 -75.0 70.01 -75.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 501/2 101 A -75.0 70.0 -60.8 60.8 -51.3 51,3 -48.3 48.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -52.7 52.7 , - 48.7 48.7 -75.0 70.0 -75.0 70.0 -88.2 70.0 -81.8 70.01 -76.9 70.0 -72.4 70.0 -48.6 48.6 -45.3 45.3 -42.5 42.5 - 40.4 40.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -39.7 =75.0 -69.2 -38.4 -75.0 70.0 -55.0[ 55.0 -55.01 55.0 -55.01 55.0 36.5 70.0 70.0 -55.09 55.0 -55.01 55.0 , - 55.0155.0 41.9 70.0 70.0 - 55.0155.0 - 55.0[55.0 -55.0 [ 55.0 39.7 70.0 69.2 - 55.0155.0 -55.01 55.0 -55.01 55.0 38.4 70.0 -75,0 70.0 -75.0 70.01 -75.0 70.0 -75.0 70.0 -64.1 -37.1 -74.3 64.1 - 55,0155.0 - 55.0155.0 -53.21 53.2 37.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 531/8 106 3/8 A B, E C,F -75.0 70.0 - 58.7 58.7 -48.7 48.7 -75.0 70.0 - 75.070.0 -75.0 70.0 -90.0 70.0 . -90.0 70.0 . -90.0 70.0 -90.0 -45.4 -75.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 54 108 A B,E -75.0 70.0 -58.2 58.2 -47.9 47.9 - 44.5 45.4 70.0 70.0 44.5 -50.0 50.0 - 46.1 46.1 -75.0 70.0 -75.0 70.0 -88.6 70.0 -76.4 70.0 -49.1 49.1 -45.3 45.3 -75.7 70.0 -70.3 70.0 1 -66.8 -66.8 -63.5 63.5 - 442 44.2 -42.2 422 -40.1 40.1 -38.0 38.0 -75.0 70.0 i -75.0 70.0 -75.0 •70.0 -75.0 70.0 -71.1 70.0 -66.5 66.5 -63.0 63.0 - 60.0 60.0 -43,4 43.4 -41.9 41.91 -39,8 39.81 -37.6 37.6 - 60.5 60.5 -55.01 55.0 - 52.6152.6 -49.61 49.5 -36.2 36.2 -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 -75.0 70.01 -75.0 70.0 -75.0 70.0 551/2 111 57 114 581/2 117 C,F A B,E C,F A B,E C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 , -57.1 57.1 -46.4 46.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 - 56.2 56.2 - 44.8 44.8 -75.0 70.0 -76.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.2 70.0 -55.0 55.0 -43.4 43.4 -90.0 -43.3 - 75.0 -90.0 -42.1 -75.0 -90.0 -40.9 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 - 86.9 70.0 -75.0 70.0 -47.5 47.5 -43.9 43.9 -75.0 70.0 -75.0 70.0. -84.3 70.0 -72.5 70.0 - 46.2 46.2 -42.5 42.5 -75.0 70.0 -75.0 70.0 -81.8 70.0 -70.7 70.0 -44.8 44.8 -41.3 41.3 -70,1 70.0 - 65.4 65.4 -61.8 61.8 -59.1 59.1 -42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -68.4 68.4 -63.6 63.8 -60.1 60.1 -57.5 57.5 -41.2 41.2 -39.8 39.8 - 38.5 38.5 - 36.7 36.7 -75.0 70.0 - 75.0_70.0 -75.0 70.0 - 73.3 70.0 -66.7 66.7 -61.8 61.8 - 58.7 58.7 -55.9 55.9 -40.2 40.2 -38.7 38.7 -37.6 37.6 -36.1 36.1 -72.4 -57.3 -35:9 -71.8 -56.4 -35.4 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 -45.21 45.2 - 70.8 120 B,E C,F A -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -72.9 70.0 -53.4 53.4 -42.2 42.2 -75.0 -90.0 -39.7 70.0 70.0 39.7 -75.0 70.0 -75.0 70.4 -79.4 70.0 -69.0_ 69.0 -43.5 43.5 -40.4 40.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 - 64.9 64.9 - 60.4 60.4 - 57.3 57.3 - 54.5 54.5 -39.2 39.2 -37.6 37.6 -36.7 B,E C,F -90.01 70.0 -90.0 70.0 -90.0 -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 70.01 -73.3 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 1 -55.9 -54.8 -34.8 -69.6 -53.2 - 34.2 -68.4 35.4 70.0 54.8 - 51.1151.1 - 46.8146.8 %43.6143.6 34.8 69.6 -51.6 36.7 -35.5 35.5 -33.7 70.0 =71.0 70.0 -67.4 55.9 -53.0 53.0 -50.0 53.2 - 49.4149.4 A -4521 45.2 - 42.6142.6 34.2 68.4 51.6 - 47.8147.8 -43.6[43.6 41.71 41.7 33.7 67.4 50.0 - 46.3146.3 -42.81 42.8 -40.81 40.8 TABLE 7. "0" & "114- 112 -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 "1/4-1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH I - 90.0170.0 TABLE 7A. "0" & "114- 1/2 -1/4 XOX" WINDOWS GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAM! (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "0" 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 1 -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 A 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. TEST REPORTS: FTL -4607, FTL -4608 Raved By Dare: F.K. 3/25/03 Roved Hy. Date: F.K. 7/10103 Rev ad Sy. Date: F.K. 6/23/05 Drawn Sy Date: F.K. 12/17/02 Re'. Stn& ADD GLASS TYPE E TO TABLE 6 Revisions: C NO CHANGE THIS SHEET Revatoez D Checked S CHANGE ANCHORS AND ADD 76" HT. OPTION Date 1. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS n ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Se.icstMeael C.4-740 is-14 NTS 7 Y 13 a s Re r. 7045 -8 I D 1 4 x 1 2 0 1 4 X 0 •• 2414614. WO • • r • • • •• •• • • • • • • •• • • • • • • ••• •••• • • • • • • - - --- • • • •••• • • • •• • • •• • • as complying with th6ilosidz Acre. game Wo • Diate rnVl' 4teit /fl.. nix:. (, ;7 Lucas A. Turner, P.E PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: ' FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XO" ■ WIDTH "XOX" WIDTH 3 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 NEC POS NEC POS NEC POS NEG POS NEC POS 37 55 1/2 A -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.Q 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 V 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 49113 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 53 118 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 r 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 -58.1 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 -5&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 - 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 ' -51.1 51.1 -47.9 f 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" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 8. 5116" LAMI (1 /8 "HS,.090,118 "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 (3116 "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 1 -90.01 70.0 1 1 1 3 3 3 X 0 X X O .. • ... • .. • 0 0 • ... • • • • .. ... .... • • • • • • 0000 • • .. .. .. ... • • • .. ... 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" LAM' (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" 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. Rersdd 8y F.K. Dora: 3/25/03 Re,+sians: 8 ADD GLASS TYPE E TO TABLE 9 R•kd• F.K Irkrlc 7/10/03 Revisions C NO CHANGE THIS SHEET Rend By. F.K. Dtds: 6/23105 Rcrisons: 0 CHANGE ANCHORS AND ADD 76" HEIGHT OP77ON Dawn By: Dare F.K. 12/17/02 C',a ka4 8y: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 • P.O. BOX 1529 NOKOMIS, FL 34274 Dasc PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS SerisvTb[bk Visibly Better $cdiB: CA-740 NTS 7045 -8 D PRODUCT PEN1FWFP comp !yh g with dm Ftnrid; anidimg Code Aompw.M1rix Na : ,.M1wy m.4 Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/18" LAMI (1/8 "A „090,118 "HS) B. 5/16" LAMI (1 /8 "HS,.090,118 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (118 "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 "XOX" WIDTHS VENT FIXED 69.264 19.125 31.014 26 NEG A -75,0 B,E -75.0 C,F -90.0 86.919 24 38.919 A -75.0 B,E -75.0 C,F -90.0 95.973 27 108.649 30 115.892 32 122 33.687 123.135 34 126.000 34.791 130 35.896 130.378 36 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A • -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F , -90.0 A -75.0 B,E -75,0 C,F -90.0 A -74.4 36 38 3/8 43 48 50 5/8 54 POS NEG POS NEC POS NEC POS NEG POS NEG NEG 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 _ - 64.9 64.9 -60.6 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 ' -90.0 70.0 _90.0 70.0 -90.0 70.0 -60.5 60.5 - 57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 n.o 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 - 50.7 50.7 48.2 48.2 70.0 -75.0 70.0 -75.0 70.0 4 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0, (-84.7 70.0 -79.5 n.o 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 70.0 1-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 ; -69.4 6 70.0 - 48.8 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90,0 70.0 -85.0 70.0 -73.1 70.0 -68.8 70.0 1-45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 t 41.6 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 , -75,0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 70.0 -43.6 43.6 -412 41,2 -45.1 45.1 -41.5 41.5 ' -40.4 '1 • 134 37 60 B,E -75.0 C,F -90.0 A -74.3 B,E -75.0 C,F -90.0 A -72.9 B,E -75.0 C,F -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 n.o 70.0 -90.0 70.0 -90.0 70.0, -79.9 70.0 -69.3 69.3 -65.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 n.o 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 - 69.1169.1 -65.1 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 57 60 63 67 72 76 POS NEG MB • NEC POS NEG POS NEC POS 58.1 -56.1 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -5501 55.0 - 55.0155.0 -55.01 55.0 44.1 41.6 41.6 -39.2 39.2 -36.9 36.9 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0 -55.01 55.0 -55.01 55.0 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 • f • i 1 1 70.0 • 1 f • 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 42.0 40.1 40.1 : • no • • f • • 1 70.0 -55.01 55.0 - 55.0155.0 -52.21 522 • • f • 70.0 • 1 -55.01 55.0 4- 50.9150,9 - 47.7147.7 •• Ii •• 0 -52.11 52.1 , -47.71 47.7 , -44.61 44.6 70.0 • f i 70.0 60.5 - 51.5151.5 47.21 47.2 -44.01 44,0 I • 70.0 -70.1 70.0 - 50.1150.1 - 45.8145.8 -43.0_143.0 70.0 • t -48.11 48.1 -43.91 43.9 -41.91 41.9 • 1 • f - 48.0148.0 - 43.8143.8 , - 41.8141.8 • t • f 1 -75.0 70.0 -75.0 -87.0 70.0 -81.9 -44.9 44.9 -42.0 -75.0 70.0 -75.0 -73.6 70.0 -69.7 -42.7 42.7 -40.7 -75.0 70.0 -75.0 -68.3 68.3 • -64.8 -41.4 41.4 -39.5 -75.0 70.0 -75.0 - 64.7 64.7 ' -61.0 -41.1 41.1 -39.3 -75.0 70.0 -75.0 -64.1 64.1 -60.5 -40.2 40.2 -38.7 -75.0 70.0 -75.0 -62.5 62.5 -59.2 -38.9 38.9 -37.7 -75.0 70.0 -75.0 -60.6 60.6 -57.6 -38.8 38.8 -37.6 -75.0 70.0 -75.0 -60.5 60.5 -57.4 -37.7 37.7 -36.7 -75.0 70.0 ' -73.3 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 -46.3 46.3 -42.8 42.8 -40.8 40.8 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 -4808 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 "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 1-55.0 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR L 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 18 LIMITED TO 69.6 P.S.F. Rend BT Oats: Revrsans• F.X. 3/25/03 8 ADD GLASS TYPE E TO TABLE 11 Raved ay: Date: Rev/slow F.K. 7110/03 C NO CHANGE THIS SHEET Revsd Byc Date: Revrsans: F.K. 6/23/05 O CHANGE ANCHORS AND ADD 76- HEIGHT OPTION Charmer Dale: /hacked Br Data F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. Box 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Senes farce CA-740 Scab: Sneer NTS 9 a 13 7045 -8 Drawing No Rev: X x UNEQUAL LITES x Q UNEQUAL LITES 0 •••• UNECLUALLTES•••• • • • •• • ••• • •0 • .. ••• - -+ • •••• • • • Rio dos l •@+• 1' •• • •• ••• •• • 1i jifltii • • .• ••• • • • •• ••• • • •• • • • • • PIt0DU'C- r REA ",s- Lucas A. Turner, P.E. PE #58201 MechanicaI REFERENCE 'tXO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XO " & "XOX "FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT 8 OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) • HORIZONTAL SECTION — XOX fREFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT —'-- DAYLIGHT OPENING -f- (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION — XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT t VERTICAL SECTION FIXED UNIT w�ww MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) - HORIZONTAL SECTION — X Rowse/ By Date: F.K. 3/25/03 Revsd By: Dale F.K. 7110/03 &wad BY• Date. F.K 623/05 Drain By: Date: F.K. 12/17/02 Revisions: B ADD 13/18 -LG. GLAZING BEAD ITEM Revisiortr C SHOW TOP HINGE Ftemidns: D CHG SHT. NO. REF. AND ADO ITEM 89 Checked 8 Date 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 Visibly Better Destxtption: SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT SartmltWodek CA -740 Soe!. NTS Sheet 10 13 Ors 7045 -8 • . • .. .... • • mac t 3 EV S Do • • ... . • 8... s ... PRODUCT RENEWED ns complying with the Florin Niidktg Code Aeeepbtttce Ns / tZ' j !/ -(/Or Lucas A. Turner, P.E. PE #58201 Mechanical . • • • • • • • FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 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 71 SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL —;�--I 1.376" .095" .440" CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 .434" i 2.854" .062" NOM. 1.159" -- 2.139" SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. -- 2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002 4 • • • • • • • ▪ • • Revsd By F.K_ Dare: 3/25/03 Revisfafs• NO CHANGE THIS SHEET Rowed tly. F.K. Revsd By: F.K. Dater 7!90/03 6123/05 Revisions: NO CHANGE THIS SHEET Revisions: D ADD ITEM 89 Drawn By F.K. Date: 12/17/02 Checked Sr 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Setashl adet CA -740 ss NTS • • a• 4a.r • _ _ ••• t • . •• • • • • • ••••I• • 1 . • • •••M•• • • • • PRODUCT RENEWED tisdI Cc:81 Azei?e.' ^N u ^haf: rev No a�,,. Lucas A. amen. P.E. PE #58201 11 a 13 7045-8 1 D Mechanical PARTS LIST ITEM DWG# PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA ( #8 X 1 QUAD P11 SMS 3 7008 FRAME CORNER KEY 4 1/2 "X1/2 "X1 /8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 1155 781PQA 1 #8 X 1 QUAD PH SMS 7 7017 67017K (BULB WEATIIERSTRJP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI POINT LOC 10 7026 LOCK SUPPORT PLATE 11 #10-24 X .562 PH. PN. TYPE- F 12 7014 MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS I #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 OPERA'T'OR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8 -32 X 375 P11. R4. TYPE B 21 7032 STUD BRACKET (L EL & R.II 22 7858ZA I #8 X 5/8" FLT, PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL. ARM) 24 7022 SNAP-ON HANOI .f: 25 7023 12" HINGE (HEAVY DUTY) 26 710x121 I# 10 X .500 PH. PHL. 30 5/16" LAMINATED (1/8A & I/811S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1 /8HS & 1/8118 GLASS) 090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATE() (3/16A& 3/16118 GLASS) .090 INTERLAYER - 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 b7 Y247 1 VINYL BULB WS'TP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 46 50 PARABOND 1634 6163K SETTING BLOCK 7006 SCREEN FRA.'MIE 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K (SCREEN SPLINE - SERRATED 54 331 60976 (CASEMENT SCREEN CLIP 55 78x12PSTW/B J #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 (CASE' CYINTFRAMEASS'Y.TUBE 68 7I2X1PPT 1 #12 X 1 "PIT PHI(.. TEK 69 7011 LOtK SUPPORT PLATE 70 7012 LOCK SPACHR 71 7019 711573 I SNAP -ON T- HANDLE. KNOB 72 7018 7FLDHD IFOLDINGHANDLE PARTS LIST CONT. ITBM DWG # PGT. 4 DESCRIP'T'ION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCI{ KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & IAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS _ 82 7010 FIXED FRAME CORNER KEY 83 7007 ]NSTALLATION HOLE COVER 85 7047 67407 CLAM G BEAD (13/16" 1.G.) 86 13/16" 1.G. GLASS (1/8"11S, AIR SPACE, 5 /16 "LA.MI) 5/16" LAMI- (2) LITES OF 1 /8"HS GLASS WITH A1;.0901NTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8 "HS, AIR SPACE, 7 /16 "LAMt) 7/16" LAMI = 3/16A & 3/1611S GLASS W111-1 AN.090 INTERLAYER - SOLU't'tA OR DUPONT PVB 88 13/16" I.G. GLASS (1 /8"HS, AIR. SPACE, 7116 "LAMI) 7/16" LAM( = 3116HS & 3/161S GLASS WITH' AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .865" 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" ---1 .865" .050" 7/16 ". GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" --I 1-.-- CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 '993" 993" �1 fl.289» .040" –711— .172" .870" .050" 111-1 } .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" .062" 1.124" a INSTALLATION HQL.e..COVER 11AAT'k: 60636• • • �P.ANG?# 7007'. • • .. •••I•• • • •.•• • • • •• • 221rd$ • • • • .••••• • • ••• • • • .••I• ••• •• • • •.•i •• PRODUCT RENEWED • ce Ihlying with the Horfk • s Cade Ac czaa I`i© .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Revsa BY F.K. Date: 3/25/03 Rev B ADD 13/16 I.G GLASS & GLAZING BEAD Revsd By. F.K. Da 7/10/03 Re vts ns C NO CHANGE THIS SHEET Res 8y. ---t1ole: F.K. 6/23/05 Rs"isrovs: D ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Damn By. FK Dam 12/17/02 :rimed By' Date. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 I.O. BOX 1529 NOKOMIS: FL 34274 1U/sibly Better Daw:doteom PARTS LIST & EXTRUSIONS T,Go ALUMINUM CASEMENT WINDOW, IMPACT &was/ModeE CA -740 NTS Sheet- 12 er 13 7045 -8 D thawing No. Rer Lucas A. trner; P.E. PE #58201 Mechanical Q 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM ---- -j !-- SEE NOT: I —_ .1Y1 WIW1 1 112" 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" A SEE A 2x WOOD BUCK (SEE NOTE 3) — MAX. SHIM NOTE 2 1/4" MAX. SHIM A, SEE NOTE 1 1 1/4" — MIN. ( OPERABLE UNIT FRAME 1 (3-CONCRETE W/ WOOD BUCK LESS-THAN 1 112" THICK - -# 1 1/4" MIN. OPERABLE UI IT_F - - - -- RAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE 1 ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --- 1 SEE NOTE 1 SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK ■ x; 1111111111111 11- • SA EE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 ilnli ta',1 lhel[1 1l1 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 •'h/Q' THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES Q 1.f-OR-CONCRETE APPLICATIONS IN MIAMI -DAD.E COUNTY,. USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 1&2 1 /2 "-. SEE_SHEET 1_ FOR SPACING._- - - - 2. FOR WODD APPLICATIONS IN MIAML- DADE.COUNTYYUSE #12 SCREWS, 1 /4 "ELCO TAPCONS OR 1/4 "_ELCO SS4 CRETE - FLEX, 1 SEE SHEET 1 FOR SPACING.__ __ 3. WOOD BUCKS_DEPICTED1NTHE SECTIONS ON THIS PAGE AS ix ARE BUCKS WI -LOSE TOTAL THICKNESS iS LESS THAN 1 1 /2". "1xWOOD 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. Reuse 8y F.K. ,pate: 3125103 Revisions: 8 NO CHANGE THIS SHEET Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Reuse 0y: F.K. Drawn Ry Oa.'e: F.K. 12117/02 Safe: 6/23/05 RovIs ons: D REVISE NOTES AND REMOVE 3116" TAPCONS & #14 SCREWS Checked By: De.'e: 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1523 NOKOMIS, FL 34274 P 1 • Visibly Better oescripfien' ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Serves. CA -740 NTS Sneer: 13 a 13 °recce 7045-8 Rev • • •••• • • • •• • ••• • •• • • • • • • • . . . •I• • • •••• • • • 'easitivcri Rolm • •• • ••• • • • ••• • •• • ••• all •• • • • • •• • PRODUCT RENEWED as mnpin& with the Filrrlbs. ist* Cede Aceeptasce Dale ( 774' Lucas A. Turner, P.E. PE 08201 Mechanical ANCHORS DETAIL "B" "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS ANCHORS DETAIL A ANCHORS DETAIL A Wi 1- W2 W = W1 +W2 H = HI +H2 (2) WINDOWS MULLED W /DNE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M 1) MAX OPENING = H OR I-11+1-12 MULL LENGTH = W OR W I +W2 M2) MAX OPENING = W OR Wi +W2 MULL LENGTH = H1 1 WW1 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICAT IONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS /d\ TO THE STRUCTURE. ANCHORS DETAIL "8', "C" OR "0" AT BOTH ENDS AND AT BOTTOMS r`T) 11, -' YV H ...../ LI H. ,..i co r'1 l,....,r f l.....l M1 1 6 -* l H 1 r Wi 1- W2 W = W1 +W2 H = HI +H2 (2) WINDOWS MULLED W /DNE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M 1) MAX OPENING = H OR I-11+1-12 MULL LENGTH = W OR W I +W2 M2) MAX OPENING = W OR Wi +W2 MULL LENGTH = H1 1 WW1 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICAT IONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS /d\ TO THE STRUCTURE. ANCHORS DETAIL "8', "C" OR "0" AT BOTH ENDS AND AT BOTTOMS r`T) 11, \\\ r -N r^'\ r7`, H 1,.../ if r,1 ,..i co r'1 1./ 1 H W1 L--W2 W3- -- W W = W 1- I -W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1441/2 OR W2 +W3 MULL LENGTH = HI USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE ANCHORS DETAIL "B.', "C" OR "0" BOTH ENDS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS MULLIONS H 1 W = W 1 +W2 MULLION WINDOWS MULLED- - GETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR Wi +W2 MULL LENGTH = H TYPE, QUANTITY AND LOCATION, REFER H - H1 +H2 ULLION • • • • • •• • • (1) WINDOW MULLED •••••. W /ONE ABOVE .••• • • FOR DETERMINING MAX ALLOWABLE • • DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO • suer ►e • • • • • • • •• • MN, Z5.O . TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural T INDUS ES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, 7 34274 Raved F.K. Revisions: D -ADO NOTES 5 & 6 Revsd $y: F.K. ri3 /ins Revisions: C —ADD TECH. REFS. Drawn By P.J.P. Dote: 4/28/00 Description: 1" STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scole: NTS Sheet: 1 ors Drawing N. 6220 Rev: •••• • • ••• • • • •• • • • • •• • • • • •• • • • ..•• • • •••• •• • • • • •• • / r'� 1 WI W2=- hu W = W 1 +W2 MULLION WINDOWS MULLED- - GETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR Wi +W2 MULL LENGTH = H TYPE, QUANTITY AND LOCATION, REFER H - H1 +H2 ULLION • • • • • •• • • (1) WINDOW MULLED •••••. W /ONE ABOVE .••• • • FOR DETERMINING MAX ALLOWABLE • • DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO • suer ►e • • • • • • • •• • MN, Z5.O . TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural T INDUS ES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, 7 34274 Raved F.K. Revisions: D -ADO NOTES 5 & 6 Revsd $y: F.K. ri3 /ins Revisions: C —ADD TECH. REFS. Drawn By P.J.P. Dote: 4/28/00 Description: 1" STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scole: NTS Sheet: 1 ors Drawing N. 6220 Rev: •••• • • ••• • • • •• • • • • •• • • • • •• • • • ..•• • • •••• •• • • • • •• • PGT ix MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK " MULL= ." 2 MIN. 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO PGT 1 x MULLION INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE FOR 1" MULL 4 " TYPICAL MULLION TO MULLION INSTALLATION, DETAIL "A" #12 SCREW, SEE NOTE 3 „ PGT 1 x MULLION SEE NOTES 2 & 3 1 MIN, 28(TYP) 1§( 1 TY 2" OR 4"— " WOOD BUCK SEE • NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 } • •.• • 4 • TYPICAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADS COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. rim PGT 1x MULLION— 2 MIN. 2 (TYP)1 i 18(TY SEE NOTE 1 2" OR 4 "-- #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) •• SEE NOTE 3 • • • • • .. • • • • WOOD BUCK TYPICAL MULLION TO STRUCTURE —WITH WOOD BUCK AND CONC., DETAIL "D" • • • • • • • • • • .. • MASONRY ANCHOR, SEE NOTES 1 & 3 TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. Revsd ay: F.K. Drawn 8y: P.J.P. Dot ' 5/3 %6 Moo Revisions: D— MODIFY NOTES 3 & 5 RBYF9ions: C ADD EMBED. DETAILS Date: 4/28/00 t6dtE Elerkt r: -pi S' 471A00/ ' Description: 1" STD. WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL. 34274 Ttte: ALUMINUM TUBE CLIPPED MULLION Series /Lfode&: Scale: Sheet: MULLS NTS 2 of 5 Drawing No 6220 • • .... ... • .. .. • • • • • . • • • .. • • .... • • ...a • • • • • .. • 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE jA 1 x 2 x 1/8 1 11/16 3 11/16 AMAX. f 3� 4MA A/2 LA_I 14MAX. f gMlN.TYP._18MlN. 1 4-MAX' _ r 0 TWO (2) ANCHOR ®( 0 R(4) NCHQR LOCATIONS —LOCATIONS NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FWD THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 - ---A /2 L 3MIN. -LA 1 ONE (1) J ANCHOR LOCATION _(3)EQ. SP. Cam' (A -3%4)% �M1N.J - A M/N. TYP. 0 THREE (3) ANCHOR LOCATIONS TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural FAT INDUSTRIES '1 8y: Revsd By: F.K. Dot: 5%3 %6 5/8/06 Revisions D —NO CHG THIS SHT Revisions: C— REVISE SPACING Drawn 9y P.J.P. Cate: 4/28/00 • • • • • •• • • •••• • • •••• ••0••• • • •• •• • • • • • • • • • • •• • PRODUCT' RENEWED es amply* with the Flar Bidding Cade Acceptince iqtratite Description: 1" STD. WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 71tie: ALUMINUM TUBE CLIPPED MULLION Series /Modeh MULLS Scale: NTS Sheet: 3 Crowing No. 6220 Rev: D •••• • • •••• ••• • •• • • • • •• • • • • •• • • •••• • • •••• •• • • • • •• • w t r t NOTE. 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 8 (TYP) 1 3 4 2 14 1 1 1 x STD. WALL MULLS MAT'L: 6063 —T6 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural T INDUSTRIES Revs 8y 1%9/06 Revisions: 8 -NO CHG. THIS SHT. Revsd 8y F.K. 5/8/06 Revisions: C —N0 CHG THIS SHT Drawn' By: P.J.P. Description: Date: 4/28/00 ••• • • • • .•. • • .• . • •i!. • • • • • • • •• • • • • •••• • • • • • • • •••• •••• a • • • • • . • • • •• .• • • • • • • . • • • ••• • • • • ••• . • • .• .• • • • • • • .. PRODUCT RENEWRD a• pasimag with the F100011 Ridding Code Aereptince No Eviratko 1 " STD. WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: 1X Sheet: 4 of 5 Drawing No. 6220 Rev: 119 112 106 100 87 81 74 68 53 43 35 24 22 69 63 49 39 32 22 20 65 60 46 37 30 20 19 63 57 44 35 28 19 17 59 53 40 31 24 16 1 CHART 1. QTY. & TYP. ANCHOR CLIP TO OPENING 50 E CLIP TO MULL w v z z z W J J J 2 42 48 50.625 54 60 63 66 72 76 78 70 61 55 52 ' 50 49 49 49 49 49 57 49 44 41 39 38 38 38 38 38 41 35 31 29 27 ' 26 25 25 25 25 35 30 30 26 23 20 20 17 27 24 23 22 21. 20 23 1- 21 ' 19 18 18 ' 17 17 16 15 - 20 20 17 17 18 15 "CHART -1 x4x 125 QTY. & TYP. ANCHOR 50 OPENING VVIDTH IN -INCHES 60 70 80_x,( 90 100 110 120 130 160 CLIP TO (2) A OPENING (4) B (2) A (2) A (4) B (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (2) A (4) B (4) B (2) A (4) B CLIP TO ( MULL (3) B 1 (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 42 170 48 50.625 54 60 63 66 170 72 76 120 170 170 170 170 170 ' 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 157 143 .i 78 84 90 96 108 111 144 145 127 111 88 72 59 41 38 17 102 90 94 83 75 65 60 53 50 43 35 30 32 28 95 81 74 59 47 38 27 24 162 158 134 127 157 157 124 122 108 106 96 93 77 74 170 170 170 170 170 157 157 61 55 42 33 27 18 16 -- Vertical Mull \, Mull Length 1 Opening Width 4.. Horizontal Mull Opening Width I, Mull Length Multiple Mulled Units Mull Length Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3 EFERENCE TEST REPORT FTL - -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CREIE —FLEX, EMBED. (1 3/4') 8. #1 2 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PDT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural Revsd F.K Revsd 8y: F.K. Oat t: Revvsions: 5/30/06 0 -NO CHG THIS SIT Oat : Revisions: 5/8/04 C- MARKED CHANGES Drawn 8y: Date: P.J.P. 4/28/00 PRODUCT RENEW) as complying with ilia ankling Cade Aamptseatio Quo Description: 1 " STD. WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series/Model: Scale: Sheet MULLS NTS 5 ar 5 Drawing No. 6220 Rev: