Loading...
WS-09-824Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 124809 Permit Number: WS -5 -09 -824 Scheduled Inspection Date: September 22, 2009 Inspector: Bruhn, Norman Owner: MCCORQUODALE, BEVERLY Job Address: 29 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PREMIUM WINDOW INSTALLATIONS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060131120 Phone: (305)266 -4515 Building Department Comments 16 IMPACT WINDOWS Passed 6_%�d `J � .7 Inspector Comments CREATED AS REINSPECTION FOR INSP-114373. 1. MULLION CONNECTIONS MUST BE INSPECTED. 2. PROVIDE ENG INSP OR PHOTOS. CC-- • Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until CnninrnI+nr 94 9AAB For Inspections please call: (305)762 -4949 Dtnn a of 4 • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 123211 Permit Number: FW -8 -09 -1436 Scheduled Inspection Date: September 22, 2009 Inspector: Bruhn, Norman Owner: BROWN, VIVIAN Job Address: 29 NW 100 Terrace Miami Shores, FL 33150- Project: <NONE> Contractor: CEROS FENCES CORP Permit Type: Fence/WaII Inspection Type: Final Work Classification: Wood Fence Phone Number (305)751 -6247 Parcel Number 1131010180330 Phone: (305) 887 -8668 Building Department Comments RIGHT SIDE: CHAIN LINK FENCE BLACK VINYL COATED. LEFT SIDE: WOOD FENCE Passed `,C Failed 7-,2).J7 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cnninn.hnr')1 Irmo For Inspections please call: (305)762 -4949 D ..n7of11 OTICE OF COMMENC TeNC 14.1V'1 T A RECORDED COP MUST FE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT. NO. 9' TAX FOLIO NO. S „3206'tP 4/420 STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal description of property and street address: �` �' /O 0 dat- 2. Description of improvement: %ic K Jo tc.JS . 3. Owner (s) name and address: .3 111111111111111111111111111111111111111111111 CFN 20098036686 OR E:k 26872 Fs 2798 °r (1us} RECORDED 05/20/2009 /2009 09:45:24 HARVEY RUVINr CLERK OF COURT MIAMI -LADE COUNTY? FLORIDA LAST PAGE /S" ! Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ,,Z.e t2,.1/1 / 2,6 6 -4/.5-1‘ S l ,u, l.5-5 5. Sure ty: (Payment bond required by owner from contractor, if any) STATE OT- R.G1lDA. touN • I HEREBY E TIF J that this Name and address: 41 Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other (1) (a) 7., Florida Statutes: nts may be served as provided by Section 713.13 Name and address: Sin addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., 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 Owner Print Owner's Name (446w eed Sworn to and subscribed • before me this 11 day of ,, 20 09 Notary Public Print Notary's Name Q1 \XI epared : 41/A. ill/C10' Lt/ Address: 9 cP 5: 4) L My Commission Expires: O to 90 1 t KATHERINE himm- •oiN0,0414 • U 'OI TFtl Facet 104 AFL BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit Type (circle): ECEOVED I, 14 2009 a Permit No. W9V4 Master Permit No. Electrical 43'tiL Plumbing Mechanical Rooting Owner's Name (Fee Simple Titleholder) ,q�GZf `,7S Phone # �5� 9O2 - 33PZ Owner's Address ! 1. , :� - [ t% , G Cityjl%L k //.. /1Z 4agttate /Ifre,/ %9 Zip _954 G C� Tenant/Lessee Name Phone # Job Address (where the work is being done) 2' fir 2'4 37iYGG City - Miami Shores Villaje County Miami -Dade FOLIO / PARCEL # /! — 3240 6 - O/✓ -- /42 Is Building Historically Designated YES NO Zip 33(3 �? 3o5- 72 Contractor's Company Name , d,l/ J,4( at (jce) Phone # 3o5 - 266 - z/37i Contractor's Address / 5 . CO 14 3 City / e•;11,4.1/ State -4 fie) Zip 5 9 (5 5 Qualifier Name ��� A,$'oQ Phone # 306- C -4(374' State Certificate or Registration No. Certificate of Competency No. f iW,eS C a Y 6 6 Architect/Engineer's Name (if applicable) Phone #: , Value of Work For this Permit $ ..2z/4, Square / Linear Footage Of Work: ° 6/ S Type of Work: DAddition []Alteration []New Repair/Replace ❑ Demolition Describe Work: Q la/ f,2 pa 51111K, et S'ubm►ttal Fee $ Permit Fee $ 02 20 (1)- Notary $ Training/Education Fee $ Z. OD Scanning $ q , * * * * * * * * * * ** CCF $ (61. 0 CO/CC Technology Fee $ (it) Radon $ DPBR $ Zoning $ Bond $ ' . Code Enforcement $ Double Fee $ � Structural Review. $ Total Fee Now Due $ 3 4S , 0 0 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 dote 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 Owner or Agent The foregoing instrument was acknowledged before me this C-1 day of 146,1 , 20 a by t'.tIC. Co � x� c�ctct who is personally known_to me)or who has produced As ide NOTARY PUBLIC: Sign: 7' 4Stf:"- rife: KATHERINE CORAL ;:: MY COMMISSION # DD 628314 EXPIRES: January 10 2011 fTF :ic4''' Bonded Thni Notary Public Underwriters Print Koctlit QA ; tte Coral My Commission Expires: ® ( (t O (i1Q i t ******************************************************* APPLICATION APPROVED BY: (Revised 02108106) Signature Contractor The foregoing instrument was acknowledged before me this 9 day of 20 01 by who is persona ly known to me or who has produced as identification and who did take an oath. NOT Sign: Print Y PUBLI .411,,,1414% •e. LUIMAR MARTINEZ Notary Public - State of Florida My Commission Expires Dec 19, 2009 Commission nosoo 58 My Commission Expires: ***********,>:********* * * ** * *** ** ** * * * * * * * *,* *** * * * * ** Plans Examiner Engineer Zoning www.sunbiz.org - Department of State Page 1 of 2 Home Previous on List O I :1 Contact Us E- Filing Services Return To List Next on List _Ago Nama _ Evenfs Detail by En's Name Foreign Profit Corporation BARCLAYS CAPITAL REAL ESTATE INC. Filing Information Document F06000005630 Number FEI/EIN Number 061724459 Date Filed 08/29/2006 State DE Status ACTIVE Principal Address 200 PARK AVENUE, 4TH FLOOR NEW YORK NY 10166 Mailing Address 200 PARK AVENUE, 4TH FLOOR NEW YORK NY 10166 Registered Agent Name & Address C T CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION FL 33324 US Officer /Director Detail Name & Address Title PD MAZZEI, MICHAEL 200 PARK AVENUE NEW YORK NY 10166 Title TCFO MONTGOMERY, MICHAEL D 4837 WATT AVENUE NORTH HIGHLANDS CA 95660 Title S KAPLAN, ALAN B 200 PARK AVENUE NEW YORK NY 10166 Title VP BAEK, HAEJIN 200 PARK AVENUE Document Searches Forms Help \AO ECE Vv ED MA 4 tD09 Entity Name Search Submit http:// www .sunbiz.org/scripts /cordet.exe ?action= DETFIL &incLdoc number= F060000056... 5/10/2009 www.sunbiz.org - Department of State NEW YORK NY 10166 Title D GRBIC, SUSAN 200 PARK AVENUE NEW YORK NY 10166 Annual Reports Report Year 2007 2008 2009 Filed Date 03/16/2007 01/24/2008 04/27/2009 Document Images 04/27/2009 -- ANNUAL REPORT 01/24/2008 -- ANNUAL REPORT 03/16/2007 -- ANNUAL REPORT 08/29/2006 -- Foreign Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format Note: This is not official record. See conflict. documents if question or Previous on Return To Next on List List List No Events No Name History I Home I Contact us I Document Searches I E-Filing Services I Forms I Help Copyright and Privacy Policies Copyright © 2007 State of Florida, Department of State. Page 2 of 2 Entity Name Search Submit http://www.sunbiz.org/seripts/cordet.exe?action=DETFIL8cinci_doc_number=F060000056... 5/10/2009 Miami Shores Building Deparment Product Approval Schedule / Comparison Chart PROPERTY OWNER: BARCLAYS CAPITAL REAL ESTATE, INC. JOB ADDRESS :29 N.E 98th STREET, MIAMI SHORES FL 33138. PROPERTY FOLIO No. 11- 3206 -013 -1120 ••• • • • ••• • • • •• •• • • • •• •• • ••••• • ••• • • • ••• • • • • • • • • • • • • • • • ••• • • • • 555 • • PERMIT No. • • • • • • • • • • • COf TRACTOR: PREMIUM WINDOW • • • • •• • • • • •• • • • • •••• • • • • • • • • • • • • • • • • • • •• • • ••• • • Opening; ID Description of Windows or Door or Mullion Type Glass Product acceptance-! (N O A) No. • ' •-• Product Approval • De.,:grrPizs -,uiz = 4' Opening Design • i •Gress_ urer QtD Per ; QoD" ' Rough Opening Size .. Shutter Requ 'red; f Yes' ao Mul ioh ` Required Vg@ 1111© Impact Yes 1 No, 1 1 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 52.23 / 56.86 55 "x 52" No No Yes 2 Not Part of Permit 3 1 Horizontal Rolling Window HR -710 7/16" AA 06- 0405,06 75.0 / 75.0 50.49 / 64.85 74 "x 63" No No Yes 4 1 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 51.48/ 56.12 56" x 63" No No Yes 5 1 Aluminum Fixed Window PW -701 7/16 Ail 08- 1112.10 80.0 / 80.0 52.52 / 57.16 47" x 56" No No Yes 6 Not Part of Permit 7 1 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 54.67 / 59.30 37" x 38 3/8" No No Yes 8 1 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 53.73 / 58.37 37" x 50 5/8" No No Yes 9 1 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 53.73 / 58.37 37" x 50 5/8" No No Yes 10 4 Aluminum Fixed Window PW -701 7/16 All 08- 1112.10 80.0 / 80.0 52.78 / 57.41 34 "x 72" No Yes Yes 10 3 Mull Bar Vertical N/A 06- 0125.06 71.0/71.0 52.78 / 57.41 1" x 4" x 1/8" x 72" No Yes Yes 11 J 1 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 53.73 / 58.37 37" x 50 5/8" No No Yes 12 -A 1 Horizontal Rolling Window HR -710 5/16" AA 06-0405.06 75.0 / 75.0 53.73 / 71.33 53 1/8" x 50 5/8" No No Yes 12 -B 1 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 52.45 / 68.76 37" x 50 5/8" No No Yes 13 1 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 53.73 / 58.37 37" x 50 5/8" No No Yes 14 1 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 54.67 / 59.30 191/8 "x 38 3/8" No No Yes 15 1 Aluminum Casement W C-740 5/16" HH 08- 0117.11 70.0 / 75.0 53.73 / 58.37 37" x 50 5/8" No No Yes 16 1 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 53.73 / 58.37 37" x 50 5/8" No No Yes 17 1 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 54.67 / 59.30 191/8 "x 38 3/8" No No Yes 18 1 Horizontal Rolling Window HR- 710 5/16" AA 06-0405.06 75.0 / 75.0 53.73 / 58.37 37" x 50 5/8" No No Yes MARIA E. LOPEZ, P.E. Ja ense Florida No 60157 25 SW 63rd Avenue, Miami Fl -PHONE (786) 380 -0734 i PROJECT: No.05 -07- 2009 -0144 5/10/2009 0:59 BARCLAYS CAPITALJ2EAI,, E §j1TE,•INC. • • • • 29 N.E 98th STREET, MIAMISti0j2E /FL9RQAp6.1et PAG €1 : : !•• ! • • 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 Open.3 Open.4 Open.5 Open.7 = C I = Enclosed/Partially Enclosed V = mph Kzt = Kd = GCpi = hr = ft he = L = B II 1.00 146 1.00 1.00 ±0.18 55 74 56 47 37 x x x x x 1.22. 9 49.52 56.55 52 63 63. 56 38.38 Velocity Pressure: qh = 0.00256 Kz Kzt Kd V21 psf = 27.31 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(0.1 B4O.1 L),3] = ft ft in in in in in • • ••• • • • • • •• • • • • • • •• • • • • • • • • • • • • • •; • • ••• • 1R�• i iW •� • ••+�•o n v tr) till w ;o ha w •ZZ• � N• 1 • ill• 1 j • • IC • • • _• • • • i• • •• • • • • +• •• ••� --�a a a L Roof Slope, 0 = -15 Degrees Mean Roof Height, h = 5.11 ft b ft Wall Member Effective Area sq ft Z ft Kz qz psf GCp positive GCp negative Zones 4&5 Zone 4 Zone 5 Open. 19.9 15 0.85 46.33 0.95 -1.05 -1.29 Open. 32.4 15 0.85 46.33 0.91 -1.01 -1.22 Open. 24.5 15 0.85 46.33 0.93 -1.03 -1.26 Open. 18.3 15 0.85 46.33 0.95 -1.05 -1.31 Open 9.9 15 0.85 46.33 1.00 -1.10 -1.40 DESIGN WIND PRESSURES ZONE 4 ZONE 5 positive negative positive negative Open.1 52.23 -56.86 ' 52.23 -68.32 Open.3 50.49 -55.13 50.49 - 64.8511, Open.4 51.48 -56.12 51.48 -66.83 Open.5 52.52 -57.16 52.52 -68.91 Open.7 54.67 -59.30 54.67 -73.20 ARIA E. LOPEZ, P.E. Icense Florida No 60167 25 SW 63rd Avenue, Miami Fl PHONE (786) 380 -0734 PROJECT: No.05 -07- 2009 -0144 5/10/2009 0:58 BARCLAYS CAPITAL REAL STATE, INC. 29 N.E 98th STREET, MIAMISiH eS FreRk 3411•38• i • tAcE: • • • • • • • 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/ 9/11/ 12 -A/13/ 16/ 18/ 15 Open.10 Open.12 -B Open.14/ 17 Open.N/A Velocity Pressure: qh = 0.00256 Kz Kzt Kd V2 I 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 = 11 I = Enclosed/Partially Enclosed V = 148 mph Kzt = Kd = GCpi = hr = 1.22 ft he = L = B 1.00 1.00 1.00 ¢ 0.18 37 34 53.1 131 C &C Wind Pressures: x x x x x psf p = gz[(GCp) - (Gcpi)] psf a = edge strip = Max[Min(0.1B4O.1 L),3] = 9 49.52 56.55 50.63 72 50.63 38.38 ft ft in in in in in • • • • • • • • Roof Slope, O = -15 Degrees Mean Roof Height, h = 5.1 ft 5 ft Wall Member Effective Area sq ft Z ft Kz qz psf GCp positive GCp negative Zones 4&5 Zone 4 Zone 5 Open. 13.0 15 0.85 46.33 0.98 -1.08 -1.36 Open. 17.0 15 0.85 46.33 0.96 -1.06 -1.32 Open. 18.7 15 0.85 46.33 0.95 -1.05 -1.30 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 DESIGN WIND PRESSURES ZONE 4 ZONE 5 positive negative positive negative Open.819/11112- A11 311 6/1 8/9 5 `,. i k "'T 53.73 -71.33 Open.10 -7 4 52.78 -69.43 Open.12 -B 52.45 -57.08 52.45 -88.76 O. - n.14117 :: a 54.67 -73.20 Open.N /A MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) C_PG T astries " -" echnology) eve Nokomis,F,- 34274 - SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION! Series C -740 OutswitirAtuminWiuduw - L.M :i. 7 APPROVAL DOCUMENT: Drawing No. 7045 -5, titled "Aluminum Casement Window, Impact ", sheets I 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 RATINGi La e s ' e m act esisstanl 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. Nor— A No. - cExpiration Date: May 22, 2013 -' A fro Date_nay4S, 200&7 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, F.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 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 a : am r NOA No. 0 .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted wider NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window — L.M.I., approved el 0 3/06, exp' jts 5/22/08. Jd E -2 Manuel P • P.E. Product Contro Hier NOA No. i r 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 MIAMND�ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT industries �I071 chnlo Dlive Nal=i_s,-EL-342'L_ 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.buildingcodeoniine.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 ART (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 AM 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:1"x Std Wall -Al m inum Tube Clipped M ion- . APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28 /00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING a LABELING: Each unit shall bear a J , following statement: "Miami -Dade County Product Control pP manufacturer's name or noted herein. and 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. Gaston, P.E. _LargE nd 11 sin impact Co 20 NOo 0I25:06-7 xpiration Date: none 28, 2011 A royal Date: July 20, 2006 i ate-t— 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, F.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 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FAT,, -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a ix 2 x 3A" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 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. n,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 J- a D. Gascon, '.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 MIAMI�DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) (PG'1 laustries, nc. (1070 Technology Driv (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.buildinucodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:C,Se710 Aluminum Horizontal Roller Window -LMI 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:0Large 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 06-11-405.1T67 ration Date: December 21, 2011 ) Approval Date: December 21, 2006 Page PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Tnfiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, 'PAS 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 aluminum 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 POT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, 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) E -1 Jaime D. Gas on, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 MIAMI -D COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) j PG'Iiffidustries ZO TechnologyDnvez ( Nokomis, Fi. 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.nniamidade.eov/buildingcade This NQA 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 Prbduct 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 .AID 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION{ Series ' PW- 761 ",AA1uminum Fixed Window -LMJ APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., 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 :{ Lar Missile Impac-iesisfant Limitation: 1. Max DLO = Width - 3.75 ". and /or= Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ' 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 # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMFDADE COUNTY xv, APPROVED %t_iA No 08- 1112.10 piratiaa Date: February 19, 2014 Aval_Date:- .Ia-naary 08,1009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07 -0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No.141 L -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME- 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 k5+c \ . LL4nL•ti< Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 ti MAMI•DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TM-industries li070 Tech v Nokomis, FL 342 COPE: 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 (ART). 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 perform in the accepted manner, the manufacturer will incur the expense of su hr testing and the ART 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 ri i u m__. —LB. e • wig L ow - 1C.1VIZ 1' 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.buldingcadeaonlinecom t. • - g m hl 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. MISSILE IMPACT RATINGriarge an SmAll M; vile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #05-1018.01 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. 0.07- ExpiratonDate: March 23,2011 C proves nate:- June.07,_2007 J Page 1 ti PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F I'L- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 -1 018.01) Manuel Pe Product Control NOA No. 07 -0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per PBC, 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. VFL -4647, dated 08/11/05, signed and sealed by Edmund° Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. I TL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada; P.E. (Submitted under previous NOA 105-1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmund° 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. 14T'L- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel Per ' E. Product Control D$ , 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- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. File 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 CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 J /= P.E. Product Con , , er NOA No. . .06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 OPENING 8 & S -: BY PGT INDUSTRIES 2- ALUMINUM HORIZONTAL ROLLING WINDOW- LMJ. SERIES. SH-710 WHITE FRAME! CLEAR GLASS/FULL YEW/ IMPACT / CONFXO GLASING OPTIONS "A" 8/15 AN LAMI CONSISTING OF (2) UTES OF 1/8 ANNEALED GLASS WITH A 0.80 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES (+ X 605!8 76.0 > ( +) 63.73 /( -) 58.37 psf zone 4 (NOA) No. 08. 0408.08 OPENING 7 BY PGT INDUSTRIES 1- ALUMINUM HORIZONTAL ROLLING WINDOW - LMJ. SERIES SH-710 WHITE FRAME/ CLEAR GLASS/ FULL VEW/ IMPACT / CONF XO &LASING OPTIONS 'A" 5/18 ANLAMI CONSISTING OF (2) LITES OF 1/8 ANNEALED GLASS WITH A 0,90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES (+) 73.0. /( -) 75.0 > ( +) 54.67 / () 59.30 psf zone 4 37 "X36 3/8" (NOA) No. 0840405.05 OPENING 5 BY POT INDUSTRIES 1- ALUMINUM FIXED WINDOW - LM.L SERIES "SH -701' WHITE FRAME/ CLEAR GLASS/ FULL WWI IMPACT 7/18 Atli LAMINATED GLASS COMPRISE OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) L)TE OF 3/16 FEAT STRENGTHENED GLASS WITH AN 0.90 INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES (+) 80.0 /( -) 80.0 > ( +) 5242 /( }57.18 psf zone 4 47 "X06 " /'18.277so fl (ROA) No. 08- 1112.10 e I NOF PART IN THIS PERMIT BARCLAYS CAPITAL REAL ESTATE, INC PRQPERTY FOLIO No,11- 320 -013 -1120 TEL: 305-302.3382/ 306 -768 -6783. PROJECT No, 06-07- 2009 -0144 JOB ADDRESS: 29 N.E 98th STREET MIAMI SHORES FLORIDA 33138. ROSTER ALUMINUM COLUMNS TO REMA OPENING 11 BY PGT INDUSTRIES 1- ALUMINUM HORIZONTAL ROLLING WINDOW - L.MJ. SERIES 511.710 WHITE FRAME/ CLEAR GLASS/FULL YEW /IMPACT / CONFXO GLASINO OPTIONS A' 5118 AN LAM/ CONSISTING OF (2) LJTES OF 1/5 ANNEALED GLASS WITH A 0.90 DUPONT BUTACITE OR SAPLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES (+) 15,0 / (.) 75.0 a ( +) 53.73 / (-) 58.37 psf zone 4 37 'X808/8' (NOA) No. 08- 0408.08 OPENING 10-. BY PGT INDUSTRIES 4- ALUMINUM FACED WINDOW -L.M.L SERIES "SH -701" WHITE FRAME/ CLEAR GLASS/ FULL VEW/ IMPACT 7/16 AN/ LAMINATED GLASS COMPRISE OF (1) LITE OF 3/98° ANNEALED GLASS AND (1) LITE OF 3/15 HEAT STRENGTHENED GLASS WITH AN 0.90 INTERLAYER OF DUPONT BUTACITE OR SAFL EX/KEEPSAFE MAXIMUM PVB. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES ( +) 80.0 /() 80A > ( +) 82.78 /(157.41 psfzone4 OVERAL SIZE /138"X 72" 4-34"X 72' / 17.000 sq ft C/U. (NOA) No. 00- 111290 BY POT INDUSTRIES 3 -1 "X STD. WALL ALUMINUM TUBE CUPPED MUL)-ION- L.M.I. APPROVE WINO PRESSURES SITE SPESIFIC PRESSURES a)V7ERA1/ 1.0 > ( +) 5278/() 57 .41 psf zone 4 138° X 72° E M U 1 OPENING 13 -BY POT INDUSTRIES n JOPENJNG 124 & 128 BY PGT INDUSTRIES Z ALUMINUM HORIZONTAL ROLLING WINDOW - L.M.I. SERIES SH -710 / WHITE FRAME/ CLEAR GLASS/ FULL VEW / IMPACT/ CONFXO &LASING OPTIONS A' 5/18 AA/LAMI CONSISTING OF (2) UTES OF 1/8 ANNEA GLASS Wl TH A 080 DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES 87 75.0 /(-80 L 0 > (+) 53.73 / () 71.33 psf zone 5 A- APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES (5) 75.0 /() 75.0 > ( +) 5245/( -) 68.76 pi( zone 6 B- 37`X806✓@' (NOA) No. 08.0406.08 SITE SPESIFIC PRESSURES 3- 1 "X4 °X 1/8 "X72° (NOA) No. 06. 0125.08 -- -,QPENING 3 BY POT INDUSTRIES 1- ALUMINUM HORIZONTAL ROLLING WINDOW - L.M.I. SERIES SH -710 WHITE FRAME/ CLEAR GLASS/ FULL VEW/ IMPACT/ CONFXO Glazing Options "D' 7/18 AA/ LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH And .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES ( +) 15.0 / ( -) 75.0 > ( +) 50.49/ ( -) 64.85 psf zone 5 74 "X83" (NOA) No. 06.0405.08 1. ALUMINUM HORIZONTAL ROLLING WINDOW - LJMJ. SERIES 511-710 WHITE FRAME/ CLEAR GLASS/FULL VEW/ IMPACT / CONFXO &LASING OPTIONS "A" 6/16 AA/ LAW CONSISTING OF (2) UTES OF 1/8 ANNEALED GLASS WLTHA 0.90 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE: WOW PRESSURES SITE SPESIFIC PRESSURES ( +) 700 ! {) 78.0 > ( +) 83,73 /() 8817 psftone4 37 "X505!8" ••• • i O (NOA) No. 08- 0405,08 OPENING 14 & 17 BY PGT INDUSTRIES 2- ALUMINUM SINGLE HUNG WINDOW - L.M.I. SERIES 511.700 • • • • • • WHITE FRAME/ CLEAR GLASS /FULL VEW / IMPACT/ WHITE INTERLA¥BR. • 5/16' LAM/ CONSISTING OF (2) UTES OF 178" ANNEALED GLAS 0.90 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB IN AY1=17 APPROVE WIND PRESSURES SITE SPESIFIQ PRESSURES (+) 80.0 ! { -) 80.0 ( +) 54.671( -) 5f4X•454413ne.4 191/8 "X383/8" • • • (NOA) No. 07-0322.08 • • OPENING 18 • • • • BY PGT INDUSTRIES • • • 1- ALUMINUM CASEMENT WINDOW. LM.L SERIES "C -740" WHITE FRAME' CLEAR GLASS/FULL VEW /IMPACT /X GLASS TYPE "B" 518 HH/ LAMINATED GLASS COMPRISE OF (2) LITES OF 1/8 HEAT STRENGTHENED GLASS WITH AN 0..00 INTERLAYER OF SOLUTG4 OR DUPONT PVB. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES (4) 70.0 / () 75.0 > (+) 53.73 / ( -) 58.37 psf zone 4 37 "X504/8' (NOA) No. 05. 0117.11 j0 X 1 OPENING 4.. BY POT 1- ALUMINUM HORIZONTAL ROLLING WINDOW - L.M.L SERIES SH-710 WHITE FRAME/ CLEAR GLASS /FULL VEW I IMPACT/ CONF X0 °LASING OP, TIONS "A' 5/16 AA/ LAM CONSISTING OF (2) LITES OF 1/8 ANNEALED GLASS WITH A 0.90 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES ( +) 75.0 / {) 75.0 > ( +) 51.48/( -) 58.12 psf zone4 55" X Sr (NOA) No. 08-0405.08 FRONT DOOR NOT OF PART IN THIS PERMIT OPENING 1f BY POT INDUSTRIES 1- ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. SERIES 511-710 WHITE FRAME/ CLEAR GLASS/FULL VOW IMPACT/ CONFXO 0LAS1NG OPTIONS A" 5118 AA/ LAW CONSISTING OF(2) UTES OF 1/8 ANNEALED GLASS WITH 0.90 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES ( +) 7110 / () 75.0 > ( +) 52.23 / ( -) 56.88 psf zone 4 55 -X 52" (NOA) No. 06- 0405.08 • •••• • • •••• • ••• • • • •• • • • • •••• • •••• • •••• • • •••• • •• • • • •••• OPENING 18 & 18 BY POT 2- ALUMINUM HORIZONTAL ROLLING WINDOW" LM.L SERIES SH-710 WHITE FRAME/ CLEAR GLASS/FULL VEW /IMPACT/ CONFXO °LASING OPTIONS W 4118 AA/L-AMI CONSISTING OF (2) UTES OF 1/8 ANNEALED GLASS WITH A 0.90 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPES/AC PRESSURES ( +) 75.0 %( - -) 75.0 > (+) 5373/( -) 58.37 psf zone 4 37 "X 505/r (NOA) No. 08.0405.08 • • • • • • • • • • • • • • • • NOTES: LARGE MISSILE WINDOWS GLAZING OPTIONS. A. 5/16" LAMINATED GLASS COMPRISED OF (1 ) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. M ATED GLA E • 1-1EAT STRENGTHEN ( — RLAYER OF SOLI TJA_O 3 DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. L • T • II • CONFIGURATIONS OPTIONS 1 4 tX 2 0 X 0 x x 0 x X 0 X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 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 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. & F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS •• • COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYEW :' A G. 13/16"1.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. d 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 i-4-4 "xox" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 14- "xox" & °XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1 /3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS.3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" 884 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. A7. REFERENCE TEST REPORTS: FTL -3580, FTL - 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. • • • • • Revad By F.K. Raved 8y. F.K. Rend 8y. F.K. brawn By F,K. Date: 3/25/03 RevOlone 8 ADD 13/16" I.G. & MOVE GLAZING DETAILS TO SHEET 2 Date: 7/10/03 ReNalontc C NO CHANGE THIS SHEET Date 6/23/05 ftevisians: 0 ADD 76" HT., GLASS TYPES FAND G. REVISE ANCHORAGE. Dale: 12!17102 ct.cxedar Date: J 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOK0.1 •S FL 34274 Visibly Better tbsonpt7ax NOTES AND TABLE OF CONTENTS rur: ALUMINUM CASEMENT WINDOW, IMPACT Se:s/Nodae CA -740 Scab: 1 Shoat. Osw,g+vo NTS I 1 d 13 7045 -8 •... • • ••. • • • •• • • • PRODUCT PLRMEWMI gr3rea . ,r/ IL.... :I0 Lucas A. Turner, P.E. PE #56201 •..• • • • • • • • • • S. • • • • • •••• • •..• • •.•• • • •.. • • • • • • ••.• .. A 1/8" ANNEALED OR --- —t- -.090 PVB INTERLAYER HEAT STRENGTHENED 1/8" HEAT STRENGTHENED GLASS '' GLASS — .65" NOM. GLASS BITE 13/16" 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS --- 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER — 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE [N_OTE:—PV — INTERLAYER1S :SY SOLUT! T I..AMLNAT . I GP:kiff1E-_--rATL—=gs .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED 3/16" HEAT GLASS STRENGTHENED GLASS 1 .65" NOM. GLASS BITE f 7116" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAM! GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAM! GLAZING DETAIL Ravad By Dab: F.K. 3/25/03 Rainerons. a REDRAW GLAZING DETAILS & ADO 13/16" 1. G. Roved ay: F.K. Data: 7110/03 4ensions: C NO CHANGE THIS SHEET Rewal $y: F.K. Date: 6/23105 D ADD 13/16" LAM! l.G. W /7 /16'LAMI & CORRECT 5/16 "LAMI DETAIL Drum By Dale: Checked By Dab: F.K. 03/25103 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 IPJGT Visibly Better Oeseryrdne: GLAZING DETAILS r ALUMINUM CASEMENT WINDOW, IMPACT sanestModet [Scare Sheet Drawing Md. CA -745 NTS I 2 d 13 7045 -8 Rer. • • • • • •• • • •.•• • • •••. • ^1 Con • • •• • • • • • • •• • L=FS, A. Turner, P.E. PE #58201 kannheMnel •. • • • • •••• • • • • • • • •• • • • • • ••.. • •••• • ••... • •- •••• • •• . •• •• •.•.. CENTERLINE ANCHOR 1 1/2" 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) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 1 * 4" MAX.-- 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT -- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1I DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4 13" MAX. O.C. i 3 4" MAX. 4" MAX. 30" MAX. —DAYLIGHT --- OPENING L. 74" MAX. WIDTH 30" MAX. —DAYLIGHT OPENING j A 69" MAX. DAYLIGHT OPENING X / SEE MEETING RAI kDETAIL P. (2) t J 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) 76" MAX. HEIGHT NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4 13" MAX. O.C. t I 4" MAX. f 4" MAX. --�- 3T' MAX. / 0 `. VENT TYP. 13" MAX. O.C. -- I-- 60" MAX. FIXED I A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT -1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" -"XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Rem/ fly Rosa ay F.K. Revs' fir. F.K Ararm ay: F.K. Pate: 3/25!03 Pavilions: 6 CHANGE SHEET NO. REFERENCES naw• 7!10/03 Reviafom• C ADD HINGE LOCATION DETAILS Gate: 6/23/05 Revis;m y; D CHANGE MAX. HT. TO Ter AND MAX DLO TO 69" Pete: 12/17/02 grr Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O SOX 1529 NOKOMIS, FL 34274 EtT vzt►ito613eBesr Dascriofion: "XX" & 'XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 7045 -8 CA -740 NTS Snots: 3 or 13 Rev. D • • • •• • • ..• • • •••• • • •• •• • • • • aooetrr � .• Zoo' • F.K. • PRODUCT REPalirgo as tortigyiao mod& the r.mtrlirid B♦p sC By Di 3 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 14 112" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. — O.C. 4" MAX. 4" MAX. ---- SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX 4" MAX. --�- -• 37" MAX. WIDTH 30" MAX. DAYLIGHT �( OPENING 1. _( 14112" MAX. O.C. (ELATION - "'D!----"X"---/ AX. HT _SHEETS FOR -PRESSES4- 97" MAX. WIDTH 30" MAX. 53" MAX. --- DAYLIGHT -►- SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. Q.C. 4" MAX. 1 4 MAX. OPENING DAYLIGHT OPENING �--- 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING r-� A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 0 I 1- ----x_ 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION r 1 I 13" MAX. O.C. - I A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) Revs4 By.: F.K Dale: 3/25103 Ra 8 s. CHANGE SHEET NO. REFERENCES Reese By: F.K. Dare: 6/23/05 Revts ons: C ADD HINGE DETAIL & HINGE LOCATION NOTES Rstssd ey: F.K. Dale: 7/10/03 Revisions: D CHANGE MAX. HT. TO 76 "AND MAX. DLO TO 69" Daum By F.K. Date: Checked By Dale: 12/17/02 F K 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rT ViJiNib1 Better "X", "O "XO" & "OX" ELEVATIONS Title: ALUMINUM CASEMENT WINDOW, IMPACT Sew:Age & Seale: I Sheet: Dmmina No Retr. CA -740 NTS I 4 a. 13 7045-8 I D • • • .. .. • • •••• • • •••• PROKICT REVISED aswirinet .I?q • • •• •• • .. • • rROBI3C? �F s+ is erotyC g i1 F1ci t�axapa�lc� It A : I 1 Fap 1:61a,vl •:� : 'l/ JS/ Lucas A Turner, P.E. PE #58201 Manlnal •••• • • •••• • S.. • .. .. • • • • • •••• . S..• • .... • • .... • .. .. • .... / I % X` 69" DAYLIGHT OPENING A MAX. 76"1‘ HEIC _( 14112" MAX. O.C. (ELATION - "'D!----"X"---/ AX. HT _SHEETS FOR -PRESSES4- 97" MAX. WIDTH 30" MAX. 53" MAX. --- DAYLIGHT -►- SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. Q.C. 4" MAX. 1 4 MAX. OPENING DAYLIGHT OPENING �--- 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING r-� A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 0 I 1- ----x_ 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION r 1 I 13" MAX. O.C. - I A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) Revs4 By.: F.K Dale: 3/25103 Ra 8 s. CHANGE SHEET NO. REFERENCES Reese By: F.K. Dare: 6/23/05 Revts ons: C ADD HINGE DETAIL & HINGE LOCATION NOTES Rstssd ey: F.K. Dale: 7/10/03 Revisions: D CHANGE MAX. HT. TO 76 "AND MAX. DLO TO 69" Daum By F.K. Date: Checked By Dale: 12/17/02 F K 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rT ViJiNib1 Better "X", "O "XO" & "OX" ELEVATIONS Title: ALUMINUM CASEMENT WINDOW, IMPACT Sew:Age & Seale: I Sheet: Dmmina No Retr. CA -740 NTS I 4 a. 13 7045-8 I D • • • .. .. • • •••• • • •••• PROKICT REVISED aswirinet .I?q • • •• •• • .. • • rROBI3C? �F s+ is erotyC g i1 F1ci t�axapa�lc� It A : I 1 Fap 1:61a,vl •:� : 'l/ JS/ Lucas A Turner, P.E. PE #58201 Manlnal •••• • • •••• • S.. • .. .. • • • • • •••• . S..• • .... • • .... • .. .. • .... COMPJARATlVE- ANALYSISSTASLE -t -- / X WINDOWS ) fFST REPORTS. ETI -3582, FTL -3587, FTL 37 /GLAAZ 10 . A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) L:5t1-6"L S,`090,118"1 =tS E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAME -W/ 1/8"HS,.090,1/8"HS) HEIGHT 26 NEG POS 31 NEG POS 36 38 3/8 43 48 13- NEG POS NEG POS NEG POS NEG POS NEG POS 54 57 NEG POS NEG POS 60 NEG POS 63 NEG POS 66 NEG POS 69 NEG POS 72 NEG POS 19 1/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70,0 -84.2 70.0 -83.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 700 -90.0 261 /2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 662 -65.0 B. E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -900 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 32 A B,E -90.0 70.0 - 90.0 70.0 -86.3 -90.0 70.0 - 90.0 70.0 -90.0 34 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0,-81.0 70.01 -71.1 70.0 -61.8 61.8 -58.9 70.0_ -90.0 ' 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 58.9 -56.1 70.0 -90.0 56.1 -53.8 70.0 -90.0 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 -90.0 70.0 -90.0 70.0 -81.7 70.0 -90.0 70.0 -63.7 63.7. -90.0 70.0 -48.3 48.3 -90.0 7410 -42.2 42'2 - 84.4.7I�0 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 -75.0 -75.0 -75.0 70.0 -75.0 L 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 51.1 -47.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 47.9 -44.8 70.0 -75.0 70.0 -75.0 70.0 44.8 -42.2 70.0 -75 -75.0 70.0 -75.0 70.0 CT I -75.0 "AE -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 4-43.5 43.5 -41.1 41.1 -38.6 38.6 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 TABLE 2A. "X" WINDOWS TEST REPORTS: 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 "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 .55.0 NOTES: L 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. Revs7l ay: rate: F.X. 3/25/03 Reest By: Date. F.1G 7110/03 Reved By. Date: F.K. 6/23105 Drawn By :: Oafs: F.K. 12/17/02 Revarons B ADD GLOSS TYPE E TO TABLES 1 & 4 Revisions: C NO CHANGE THIS SHEET Rn tons: D REVISE ANCHORS & ADD 76 "HEIGHT OPTION Checked By: Date f 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better PRESSURES- X CONFIG. WINDOWS Tam: ALUMINUM CASEMENT WINDOW, IMPACT. senesnbtmtoc CA -740 Scale. Sheer Drawtnq No NTS I 5 of 13 j 7045 -8 fR .... • • .... ...... • •• •• • • • pCII° • r=se b;-- Z t • PRODUCT RENEWED as cooeplytag with Ow Floritk Bidding Cate AceeptBrt Na tion.ag$ ei; • !>'Siitf a e f /* Lucas A. Turner, P.E. PE #58201 Mechanical ..•• • • ••• • • •SS • •. •. • • • • •... • S... • • .... • •. .. •.. • •••• COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX„ WI DTH 37 43 48 531 /8 57 60 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) 26 31 36 HEIGHT A A A A A A 64 A 68 72 74 A A A NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NEG POS NEG POS -75.0 70.0 -75.0 70.0 38 3/8 NEG POS -75.0 70.0 43 NEG POS -75.0 70.0 8 NEG -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 -75.0 70.0 -68.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 505/8 - NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -69.6 69.6 -63.9 63.9 -58.9 58.9 - 54.9 54.9 -51.1 51.1 -49.9 49.9 - -- __ 54 - NEG POS - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.2 65.2 -60.0 60.0 -56.1 56.1 -51.8 51.8 -47.9 47.9 - 46.4 46.4 57 NEG POS -75.0. 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -63.0 63.0 -58.5 58.5 -53.8 53.8 -48.6 48.6 - 44.8 44.8 -43.5 43.5 60 NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -69.5 69.5 -60.8 60.8 -56.2 56.2 -50.4 50.4 -45.2 45.2 -42.2 42.2 -41.1 41.1 63 NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -67.5 67.5 - 58.0 58.0 -53.4 53.4 -47.7 47.7 -42.4 42.4 -39.7 39.7 -38.6 38.6 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,5116" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -75.0 1 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH x-90.0 I 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 (118 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH I -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. 55.0 Re By: Date: evsd By: Dale: Revisions: Revsd B F.K. b. 6/23/05 ttevktons: D REVISE ANCHORS & ADD TABLES 76" HEIGHT OPTION Drawn By: F.K Dater 12117102 Checked By. Date. 1070 'TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better PRESSURES - XX CONFIG. WINDOWS Tta ALUMINUM CASEMENT WINDOW, IMPACT SMfeteAS007: CA -740 Scale: NTS Shea, 6 13 Rey; 7045 -8 • • .. .. wbl► Epee Pi iat . • C:5-f I l PRODUCT RENEWED as complying anti(Hr P!M& Ratdla a Cede Acrcptesim No z lam; . ; -♦ A'S' 4E4, • Dade Paa@ktt ' .; Pitt Ijr2- f,4�%'S Lucas A. Turner, P.E. PE #58201 Mechanical • .... • .... .... • • • .. • • • • • .. • • • • • • • • .... S... .- • • • • . - . • .... COMPARATIVE ANALYSIS TABLE 6. & "1/4-1/2-1/4 xox" WINDOWS TEST REPORTS: FTL-3582, FTL-3729, FTL-4607, FTL-4608 WIDTHS "0" 36 A 72 B,E HEIGHT 26 31 36 38 318 43 48 50 5/8 54 57 60 63 67 72 76 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGJPOS NEGIPOS NEG {POS -75.0 70.0 -75.0 70.0 -75 :0 70.0 -70.4 70.0 - 80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -422 42.2 -39.7 39.7 -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 37 74 39 1/2 79 42 45 50 1/2 101 53 1/8 106 3/8 B,E B B,E B,E C,F B,E 1i 108 55 1/2 111 57 114 58 1/2 117 -75.0 -75.0 -90.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 70.0 70.0 70.0 -73.7 -75.0 -90.0 70.0 70.0 70.0 -67.9 -75.0 -90.0 67.9 70.0 70.0 -59.0 -75.0 -90.0 59.0 70.0 70.0 -52.8 - 75.0 -90.0 52.8 -49.9 70.0 -75.0 70.0 -90.0 49.9 70.0 70.0 -46.4 -75.0 -90.0 46.4 70.0 70.0 -75.0 43.5 70.0 70.0 -75.0 -90.0 41.1 70.0 70.0 -38.6 -75.0 -90.0 38.6 70.0 70.0 -55.0 55.0 -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -49.8 49.8 -46.9 46.9 -43.6 43.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 -75.0 70.0 70.0 -75.0 70,0 38.6 36.5 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 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 -56.4 56.4 -50.0 50.0 -46.9 ED 46.9 70.0 -83.2 70.0 55.0 -55.0 55.0 -55.0 55.0 MEM grecs - 41.9 41.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 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 -90.0 70.0 -90.0 70.0 -84.5 70.0 70 0 -75.6 70 0 -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 -53.8 53.6 -50.9 50.9 -47.5 47.5 44 7 -42.1 42 1 39 7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75,0 70.0 70 0 -75.0 70.0 -75.0 70 0 55.0 -55.0 55.0 -55.0 55.0 -90.0 70.0 90.0 70.0 90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -882 70.0 -81.8 70.0 -76.9 70 0 -75.0 70.0 -65.0 85.0 EMI EM ®131E1 Emma =OKI -48.6 48.6 MEIEU MI CEO -40.4 70.0 -69.2 69.2 -55.0 55.0 -55.0 40.4 38.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 5.0 70.0 -75.0 70.0 70 0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ®m© -90.0 70.0 -90.0 70.0 MEG -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 64.1 -55.0 55.0 55.0 -75.0 70.0 -60.8 60.8 -48.3 48.3 -48.7 -46.9 46.9 -39.2 39 2 -75.0 -90.0 70.0 70.0 75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -81.2 -75.0 70.0 58.7 -48.7 48.7 -50.0 50.0 -46.1 70.0 75.0 70.0 70.0 46.1 75.0 -70.3 70.0 70.0 -75.0 70.0 -75.0 70.0 63.5 Rill ER EFI -60.5 70.0 60.5 55.0 -52.6 IMMO -40.1 40 1 -38.0 38.0 - 362 -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 70.0 -75.0 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 -66.5 66.5 -63.0 63 0 80.0 -57.3 57.3 -75.0 70.0 CHEM -47.9 47.9 -49.1 49.1 -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 75.0 70.0 ®® -46.4 46.4 1 9 -86.9 EMCEE] =EMI KM CEO ILEX1 -75.0 70.0 -75.0 70.0 -41.9 41.9 - 39.8 39.8 -37.6 37.6 -35.9 35.9 75.0 70.0 -75.0 70.0 70.0 71.8 70 0 70.0 -70.1 70.0 LED 1:93 KEE -65.4 65.4 -81.8 81.8 59.1 -56.4 56.4 55.0 -55.0 55.0 -53.2 52.6 -49.6 55 0 -43.9 -40.8 -39.1 39.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -84.3 70.0 -75.0 70,0 -56.2 56.2 -46.2 46.2 70.0 -88.4 88.4 Mii73L'.I EMI MEI -63.6 636 -60.1 60.1 -39.8 39.8 -38.5 38.5 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 B,E C,F -75.0 -90.0 60 120 -72.9 B,E -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -55.0 70.0 -75.0 70.0 -90.0 70.0 -53.4 70.0 -75.0 55.0 CEO EID -40.9 40.9 -81.8 70.0 -70.7 Fa] -66.7 66.7 -40.2 402 ars 61.8 -58.7 58 7 EEO IKE -55.9 -35.4 70.0 -70.8 70.0 36.7 -54.8 ED MGM -46.8 -34.8 34.8 70 0 43.6 55 9 WEI 38.7 -36.1 36 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 -75.0 70.0 -72.2 70.0 70.0 -90.0 70.0 ED M -90.0 70.0 -79.4 70.0 69.0 69.0 -64.9 64.9 -60.4 80.4 - 57.3 57.3 -54.5 54.5 -68.4 53.2 ES 51.6 -47.8 47.8 -43.6 43.6 -41.7 41.7 -39 .7 39.7 43.5 -40.4 -392 39.2 -37.6 37.6 -36.7 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 70.0 TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16" LAW (3/16"HS TABLE 7A. NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2.1F INSTALL NG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 0 0 • .am Elbe Hoodig• NAV," Eta • rammer RENEWED as complying witb Sena* Rating CoTte Acceptors No Vats Rend By: Date: Reef:dam 3/25/03 B ADD GLASS TYPE E TO TABLE 6 F.K Raved Hy Date. F.K. 6/23/05 Drawn By Date: F.K. 1247/02 NO CHANGE '17-IIS SHEET CHANGE ANCHORS AND ADD 76" HT. OPTION Cher Ely 1070 7ECHNOLOGY DRIVE NOKOMIS, FL 34275 P.a BOX 1529 NOKOMIS, FL 34274 1" Desanprat ALUMIIVUM CASEMENT WINDOW, IMPACT 1.;'isibly Better Semertadat thawing tte. 7045-8 Ft PE #58201 Mechanical • • • • • • • • • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3 -1/3 -113 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 NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0. 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -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 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7. 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 - 63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66A 66.4 6L8 -58.2 -55.1 582 55.1 -55.6 -51.9 55.6 51.9 -52.6 -48.9 52.6 48.9 - 49.4 -45.8 49.4_ 45.8 -45.9 -42.8 45.9 42.8 -43.1 -40.3 43.1 40.3 70.917 106 3/8 A -75:0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47,9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 L 70.0 _ -67.9 , 67.9 -59.0 _. 59.0 -52.8 52.8 -49.9 49.9 -4.6.4 46.4 -43.5 43.5 41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x.63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.0 i 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 "113- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.0j 70.0 1 1 1 3 3 3 x 0 X X O 0 X • . • • • .. • • .... • • .... • • .. .. • • • pRostri`JlsyssEci:. • • TABLE 10A. "XO" or "OX" & "113- 113 -113 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAM! (118 "A,AIR SPACE,7 /16" LAMI -WI 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 -55.0i 55.0 NOTES: �o 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. RBVSd By FK. Date: 3/25/03 Re 8 ADD GLASS TYPE E TO TABLE 9 Rend By. F.K. Date 7/10/03 Revtedaoe C NO CHANGE THIS SHEET Rend By: F.K. anes 0123/05 Drawn Revisions: D CHANGE ANCHORS AND ADO 76" HEIGHT OPTION By Date: F.K. 12/17/02 Cheesed Data. I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 PO.60X 1529 NOKOMMIS. FL 34274 PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS rme. ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better dew-soder. sudx CA-740 NTS Draea"g wn 8 or 13 7045 -8 Rex PRODUCT RENEWED as complying with Elm Meld; Fittiding a ..Ee Lucas A. Turner, P.E. PE #08201 Mechanical • • • • • .. • • • • • • .•• • .... • • • • •••• •• •••• • • • • • • • .. • COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "or & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16' LAMI (1 /8"A,•090,1 /8 "HS) B. 5/16" LAMI (1/8 "1-IS,.090,1 /8"HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI 1/8 "HS,3/8" SPACE, 5 /16" LAMI- W/ 1/8 "HS,.090,1 /8 "HS F. 13/16" LAMI 1 /8 "AAIR SPACE, 7/16" LAMI -W/ 3/16 "A .090,3/16 HS HEIGHT WIDTHS 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 26 36' ' 38 3/8 43 48 50 5/8 54 57 60 63 67 NEGIPOSNEG1P05 72 76 NEGIPOS "XOX " VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS X64.9 NEG POS NEC POS NEG POS NEC POS NEG POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 -60.6 60.6 - 58.1 58.1 -56.1 561 -53.3 53.3 -50.5 50.5 -55.0 55.0 -55.0 55.0 B,E -75.0 70.0 70.0 -75.0 -90.0 70.0 70.0 4-75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 • -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -55.0 55.0 C,F -90.0 86.919 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 .44.1 44.1 -41.6 41.6 -39.2 392 -36.9 36.9 -55.01 55.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0..-90.0 _ 70.0 -90:0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -852 70.0 -55.0[55.0 - 55.0155.0 95.973 27 42.973 - A -75.0 70.0 -60.5 60.5 -57.2-'57.2 -62.1 82.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 , -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 '70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 -75.0 70.0 , -75.0 70.0 , C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0.j -77.2 70.0 -73.1 70.O-55.055.0 - 55.0155.0 -55.01 55.0 108.649 ' 30 48.649 A -75.0 70.0 - 53.5 53.5 -50.4 50.4 - 54.5 54.5 - 50.7 50.7 - 48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 -52.21 52.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -84.7 70.0 -79.5 70.0' 73.6 70.0 -69.7 69.7 -66.3 66.3 '83.1 63.1 - 55.0155.0 -55.01 55.0 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 -46.8 48.8. -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.6 38.6 - 38.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 r-75.0 70.0 -73.2 70.0 C.F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0[55.0 -50.91 50.9 - 47.7147.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 - 35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0, C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 ` -58.4 58.4 - 55.7 55.7 -52.1152.1 - 47.71 47.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0_ -90.0 70.0 -85.0 70.0' -73.1 70.0 -68.8 88.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 552 -51.51 51.5 - 47.2147.2 - 44.0144.0 126.000 34.791 70.0 -45.5 45.5 -42.6 42.8 -46.7 46.7 43.1 43.1 -41.6 41.6 ' -40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0 35.0 - 56.418 8,E -75.0 70.0 - 75.0 , 70.0 -75.0 70.0 -75.0,10.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 , 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3. 70.0 -67.3 67.3 -62.5 62.5 - 59.2 `592 -56.5 56.5 -53.8 53.8 - 50.1150.1 -45.8145.8 - 43.0143.0 130 35.896 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 - 40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 -34.3 ,,34.3 68.6 56.209 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 C,F -90.0 70.0_ -70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 , 65.3 -60.6 60.6 -57.6 57.8 - 54.7 54.7 -51.9 51.9 -48.1(48.1 - 43.9143.9 - 41.9141.9 130.378 36 A -74.3 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3.-38.8 38.8 -37.6 37.6 - 36.1 36.1 - 34.3 34.3 58.378 B, E . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 68.5 9QA 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 - 60.5 60.5 - 57.4 57.4 -54.6 54.6 -51.7 51.7 - 48.0148.0 - 43.8143.8 - 41.8141.8 134 37 A • • -72.9 70.0_ -42.2 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 - 36.7 36.7 -35.5 35.5 -33.7 33.7 60 B, E -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 CAF -90.0 70.0 -90.0 70.0 _ -90.0 70.0 -77.1 70.0 -67.3 67.2._ -63.3 63.3 - 59.1 59.1 -55.9 55.9 -53.0-53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 - 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18" 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 I -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 (3116 "HS,.090,3 /16 "HS) G. 13/18" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/18 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 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. Raved By F.K. Revco By: F.K Rend By F.K. Duren By: F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 11 Dar 7/10/03 Revisions: C NO CHANGE THIS SHEET Gale: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76' HEIGHTOPT1ON Ore: 12117102 Checked Br Oale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Ter ALUMINUM CASEMENT WINDOW, IMPACT Senestrodet CA -740 lea& NTS Shear 9 of 13 Darr, ,o. 7045 -8 l X 0 x UNEQUAL UTES x 0 UNEQUAL UTES O x UNEQUAL LITES • • • • •• • • •••• • • •••• • • •• •• • • • PROMO' REYiS»• • with Os) • • • • PROMV P. IEW I4 kaa Lucas A. Turner, P.E. • PE #58201 Mechanical •••• • • •••• • ••• • • • •• • • • • • •••• • •••• • •••• • • •••• • •• • • • •••• REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT -•- DAYLIGHT OPENING --I (SEE SHT. 3) REFERENCE "XX" FRAME "77--REFERENCE ASSEMBLY DETAIL, SHEET 11 Q MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX • • • • PRODUCT REVISED • • • • Ot mply4 Sg with qis net • • edam c • • • MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) 1. w w' MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED es complying with the Florid s Raiding Cede • Acceptance No ( I/ 2013 VERTICAL SECTION OPERABLE UNIT r VERTICAL SECTION FIXED UNIT Date. 12/17/02 Revisions: c Resin 0 Checked By ADO 13/16.1.0. GLAZING 8E40 ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 IIP Visihly Better mss. SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Steel: . I &swing 10 a 13 7045 -8 vv/or Lucas A. Turner. P.E. PE #58201 Mechanical ••• • • ••• • • • • • •• • • • • • • •••• • •••• • •••• • • • • •� • • • •• • • • • • •••• FRAME ASSEMBLY TUBE MAIL: 6063-T6 "X" FRAME #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .095" CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A .062" NOM. 2.919" -- 2.784" FRAME HEAD, SILL, JAMB MATL: 6063-T6 '••▪ '•: DWG# 7002A Revel By F.K. Bawd F.K. Revsa By: F.K. Dale: 3/25/03 Defer 7/10/03 Gate: 6/23/05 Revisions B NO CHANGE THIS SHEET Revislu C NO CHANGE THIS SHEET Reviswna D ARD ITEM 89 Drawn By F.K. Dale: 12/17/02 Checked By: Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Desmia6an: EXTRUSIONS & ASSEMBLY DETAILS Visibly (letter Title: ALUMINUM CASEMENT WINDOW, IMPACT Scab: Sfwt OM.9NV. NTS 11 al 13 7045 -8 st,da rrd•tec CA -740 • .•• • • • • • •• 04=G1.* • PP.ODUCT RENEWED s tafeatlyb j Cr!iin iFe• I• aUa3� r 9etlbg Aetreyd z &? I';0 J. . Stew. De PV4rik • Jit III Lucas A. .+'Ebner, P.E. PE #58201 Mechanical •••• • • •••• • ••• • • • •• • • • • • •••• • •••• • •••• • • •••• • •• • • •••• ;. • • • • • • • • • • • • • • • ITEM DWG # 7002A 1155 7008 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 7003A 1155 7017 7009 7024 7026 PARTS LIST PGT. # DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 781PQA #8 X 1 QUAD PH SMS FRAME CORNER KEY 1 /2 "X1/2 "X1 /8" CLOSED -CELL FOAM. TAPE SASH - TOP, BOTTOM & SIDE RAILS 781PQA #8 X 1 QUAD PH SMS 67017K BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI-POINT LOCK 7014 1157 7013 7015 7028 7027 7030 7031 LOCK SUPPORT PLATE 410-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (RH. & L.H.) 78X78PPSMS #8 X .875 PH. FN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PIL PN. TYPE B STUD BRACKET (L.H. & RH.) 7858ZA #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE. 12" HINGE (HEAVY DUTY) 710xl2FP #10 X .500 PH. PHL. 5/16" LAMINATED (1 /8A & 1/81-IS GLASS) .090 INTERLAYER. - SOLUTE& OR DUPONT PVB 5/16" LAMINATED (1/8118 & 1/8I1S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7116" LAMINATED (3 /16A & 3/1613S GLASS) .090 IN'IERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16IIS & 3/16HS GLASS) .0901NTERJAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16") 7032 25 26 7033 7022 7023 30 31 32 33 40 7036 41 7042 43 1224 44 45 46 50 51 52 53 54 55 1634 7006 7040 6TP247 VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND 6163K SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH 61635K SCREEN SPLINE - SERRATED 60976 CASEMENT SCREEN CLIP 78x12PSTW/B #8 X .500 SQ. PN. TES. SMS 67004 CASEMENT FRAME ASST. TUBE 712X1PPT` #12 X 1" PH. PHIL. TEK LOCK SUPPORT PLATE LACK SPACER 711573 SNAP -ON T- HANDLE KNOB 7FLDHD FOLDING HANDLE 1635 331 67 68 69 L 70 71 r 72 7004A 7011 7012 7019 7018 PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION - 73 7025 MAXIM SINGLE LOCK 74 7016 SINOJ.E LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FDC] D FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/8 "HS, MR SPACE, 5/16 "LAND 5116" LAI411= (2) LITES OF 1/8 "HS GLASS w1TII AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (I /8 "HS, AIR SPACE, 7 /16 "LA VII) V = 1-6" LAM1 3/16A & 3/16118 GLASS WITH AN.090 iNTERI.AYER - SOLUTIA OR DUPONT PVB 88 13:16" LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMT= 3/16115 & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (ST R NOTE 4, SHEET 13) 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" ! .865" .050" 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 040" .423" 1.000" CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 .9913" 289" t -- ----- .172" .870" 050" .4 I--- .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG # 7047 .125" .062" • • • • • •• • INSTALLATION HOLE COVItali MAT'L: 6063 -T6 DWG# 7007 •••• • • •••• •• •• • • • • • :"Cif • *1 tette" Ifce 1114,8" • P1teDUCPRENEWED as coangtring 1 Sulam Cede At ssR1r3. -1141•Q 016 .,7 ,i✓ - 1 1. CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Revad By: F.K. Date: 3/25/03 Ra's: B ADD 13/16" 1. G. GLASS & GLAZING BEAD Rayed 8 F.K. Data: 7/10/03 Ravlsions: C NO CHANGE THIS SHEET Revad By: FX. Date: 6/23/05 Rawsion& 0 ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Drawn By F.K. Dale: 12/17/02 Checked Br Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better D"s riaban: PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT SeNesNeedta. CA -740 Stela- NTS 12 at 13 Drawing 7045 -8 D Lucas A TLrnet; P.E. PE 458201 Mechanical •••• • • •••• • ••• • • • •• • • • • • •••• • •••• • •••• • • •••• • ••' • • • ••••• A 2x WOOD BUCK (SEE NOTE 3) -, 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 1 A SEE NOTE 4 114" MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 ,_111/4" MIN. O ERABLE-- UNIT,ERAME -1 CONCRETE W/ WOOD_BUCK -- LESS :THAN 1 X1 /2“ THICK • • BLE UNIT FRAME CONCRETE 1/4" MAX. SHIM &SEE NOTE 1 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 1nJ ,. 'uuaanutlaFtt A SEE NOTE 4 11/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 11/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 ___.411/4" MIN. .•. FIXED UNIT FRAME TO CONCRET : ,: WOOD BUCK LESS THAN 1 1/2" T.F.1414 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. •••• • - •••• • • •• • •• • • • iiiii.R11iee 12.5 Sobaks PRODUCT RENEWED a, complying with the Herat !3akLfag Cede Acceptance DN .; ate ri/✓ I Raved OF F.K. Date: 3/25/03 Revr.�ns: B NO CHANGE THIS SHEET Raved By F.K. Date: 7/10103 Rawls/cm: C NO CHANGE THIS SHEET Revolt,: F.K. Data: 6/23/05 Roman: D REVISE NOTES AND REMOVE 3/18" TAPCONS & #14 SCREWS Drawn 8y Date: ancked8y Date: F.K. 12117/02 1070 TECHNOLOGY DRIVE NOKOZtM /S, FL 34275 P.O. BOX 1328 NOKOM1S, FL 34274 Visibly Berter DesanWom ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Sa;a.rsr,ea CA -740. sews Saner: NTS 13 m 13 7045 -8 C 1 Il r / (r Lucas A. Turner, P.E. PE #58201 Mechanical ••••. • •.•• • • ••• • • • • • •• • • • • • • • • •••• • •••• • • • • • • •••• ••.. • • • • • ••. • • • • • ••••:: ANCHORS DETAIL "S' "C" OR "D" AT B077-I ENDS AND AT BOTTOM MULLIONS M1) M2) W ANCHORS DETAIL A ANCHORS DETAIL A k !"} 1 H Li -/ ,_, /...,---- 1 /"ti !Gl l t�, / e WI 1 W2 w W - W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR WI +W2 MULL LENGTH = H I 1 NOS THE 33 1/3% STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. ANCHORS DETAIL "B", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS /.1„` y tjf \\\:\)/K.\\ j --- /^`1 t 1 � l — '1- ' „-1 - W2 -� � W3 W W = W 1- F -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 H 1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "8'; "C" OR "0" BOTH ENDS ANCHORS DETAIL "8", "C" OR "D" BOTH ENDS W1 W2 W W = WI +W2 (c A ► 1 /]51L''111 NW nal tw oI FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE • •••. • • FOR DETERMINING MAX ALLOWABLC". DESIGN PRESSURE SEE TABLES • • • • ON PAGE 5 • • • • • MAX OPENING = H OR HI +H2 . . • • • .. • MULL LENGTH = W FOR ANCHORAGE TYPE, QUANTITY AND 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL-2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - ZIX MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AA TO THE STRUCTURE. LOCATION, REFER TO le tooldtkit with die amide nmptimeelkddinln---- -RIMmy TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS. Robert L Clark, P.E. PE 09712 Structural 1 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd 8y: F.K. Raved 8y: F.K. Revisions: D— ADD MOMS 5 &6 Revisions: C —ADD TECH. REFS. Drawn Sy: P.J.P. Date: 4/28/00 Description: 1" STANDARD WALL. ELEVATIONS Title: ALUMINUM TUBE CLIPPED MULLION Series/Modet: Scale: Sheet: Drawing No. MULLS t TS 1 of 5 6220 Rev. n .40.41 • • 8000 • ••• • • • •• • • • • • 0041. • 880• • • • •• • • • •41Aioi PGT • 1x MULLION MULLION CLIP. .CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK 1" MULL= " 1 MIN. #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 TYPICAL MULLION TO MULLION INSTALLATION, DETAIL 'A" #12 SCREW, SEE NOTE 3 'PGT 1 x MULLION SEE NOTES 2 & 3 MIN. 2b(TYP) 1(TYP) 2" OR 4 "--i )f WOOD — BUCK 28( }P)1g(TYP 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 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 `1•• •• - 2 • •• TYPICAL MULLION TO STRUCTURE WITH `NOTESS WOOD BUCK, DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI –DADE COUNTY, USE ONLY MIAMI –DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE –FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2". MW. 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 A 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. • PGT 1 x MULLION rr SEE t NOTE 1 CAL MUL TO STRUC-T- UR-E– WITH 7 - W00D- - � MO ICED FROM CONC.. F-2" OR 4 "-•-1 r 2 --- MIN } 2g(TYP)l (TYP) SEE NOTE 1 a #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT ••••• . TO INTERFERE WITH EACH OTHER) • • • • SEE NOTE 3 • • • • • •• • • WOOD BUCK • • •. • • • • • • MASONRY ANCHOR, SEE NOTES :1 • •7.3 • -WITH PI ll SEE NOTE 1 • ° :;: • . •,f r. .••• • • .••• . • • • • • • • • • • • •.•••• • •••• • •••• P O .cCt eNEw$a ��� bAlo �' _pI s ERfindforavitiktilCade • 1.•. • • •••• • •• •• • •••• TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert 1. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By 5J.3Q /Q6 Revisions: 0- MODIFY NOTES 3 & 5 Raved By: F.K. 5,8/06 Revisions: C -ADO EMBED. DETAILS Drawn By: P.J.P. Date: 4/28/40 Description: 1" STD. WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /MadeL• MULLS Scale: NTS Sheet: 2 of Drawing No. 6220 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1x MULL 1 11/16 3 11/16 AMAX. A/2 z o 4MAX. c) TWO (2) ANCHOR 13MAX. f 8-3 MIN. TYP.��MlN. 0 3MIN.J 11 16 F011R (4) ANCHOR LOCATIONS 1 -4MAX. ® L Ql NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. 4 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 11099 L --A /2 8MlN.ILgJ ONE (1) ANCHOR LOCATION (3)EQ.SP.0 (A -3/4)/ 3MIN. TYP. 2 THREE (3) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, A.E. PE #397t2 Structural IND STRIES Re F K Rend 9y: Oar 5/�3 %6 5/8/06 Revisions 0 -N0 CHG THIS SHT Revisions: C— REVISE SPACING Drawn By: P.J.P. 40,18 /00 • .. .• • • 1141 .. • • • • .. •• • • • • .. room= RENEW 1 D eettoplying with tie Flerl& liddingCode Acceptance Sepbraties Description: 1" STD. WALL. ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, Ft. 34275. P.O. BOX 1529 NOKOM/S, FL 34274 ntle: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 3 of 5 Drawing No. 6220 Rev: • • • ••• . • • .. • • • •..• •••• • • .... • • .. • .... 4 1/44 4�' -- (TYP) 1 x STD. WALL MULLS MAT'L: 6063 —T6 3 4 1 14 -1 (TYP) TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS NOTE: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L Clark, P.E. PE #39712 Structural 1:1-1r" IND STRIES Rev d root : 1/9/06 Revisions: 8 —NO CHG. THIS SHT. RevsF K. Dohr 5/8/06 Revisions: C —NO CHG THIS SHT Drawn B P.J.P. Da e: 4 28/00 • • �.... • • •. • ..•• •• .. • • • • •••• . • • •••• •••• • • • •• • •• ••• • • . . • •••• • 1110DUCP4ENEWAI a =wale the Florid* Aseeephteee Igqiindku Description: 1' STD. WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.o. BOX 1529 NOKOMIS, FL 34274 lII8e: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Scale: 1X Sheet: 4 of 5 Drawing No. 6220 Rev: • • • • • • • • • • • • • • • . CHART 1. -1 x2x.125 QTY. & TYP. ANCHOR CLIP TO OPENING s (7 z z MULL LENGTH LIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 OPENING WIDTH IN INCHES 50. 60 70 100 ' 110 120 130. 160 (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A I (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 80 90 (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 129 83 70 57 41 115 73 61 49 35 107 104 103 67 63 61 55 ' 52 50 44 41 39 31 29 ' 27 103 103 103 103 103 61 61 61 61 61 49 49 49 49 49 38 38 38 38 38 35 30 27 24 23 30 26 23 21 19 23 20 17 16 20 17 15 26 25 25 25 25 22 21 20 20 20 18 18 17 17 17 18 15 T CHART 2. -1 x4x.125 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 _A CLIP TO (2) A (2) A (2) A (2) A (2) A (2) A (2)A (2) A (2) A (2) A OPENING (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (17 z 2 H w J J 42' 170 170 , 170 170 170 170 170 170 ' 170 170 48 170 170 170 170 - 170 170 1• 70 170 170 170 50.625 170 170 4- 170 170 170 170 1• 70 170 170 170 54 170 170 170 170 162 158 157 157 ' 157 157 60 170 170 157 143 134 127 124 122 122 122 63 170 160 141 128 119 112 108 106 106 106 66 170 145 127 115 106 r 100 96 93 92 92 142 120 105 95 87 81 77 74 72 41 71 76 120 102 90 81 74 69 65 63 61 59 78 111 ' 94 83 74 68 63 60 57 55 53 84 88 75 65 59 53 49 46 44 42 40 • 90 72 60 53 47 ' 43 39 37 35 33 31 96 59 50 43 38 35 32 30 28 27 24 108 41 : 35 30 27 24 22 20 19 18 16 111 38 32 144, 17 28 24 22 " 20 19 17 16 cp n. p 367 - NOTE'S_] 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. Vertical Mull , Horizontal Mull Mull Opening Length Width 1 1 �Opening� Width Mull —1 Length Multiple Mulled Units Mull Length Opening Width 0o�_ efai 111-d#�) 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • .. 11. • • • • 00.0 • • .. 11. • .11 • • .. • . a- • • • PRODUCit RENEWS') es complying with din pews adding Code Acceptance No TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. $QX 1529 NOKOMIS, FL 34274 Revsd Rend By: F.K. r >30 /o6 5//8/04 Revisions: 0 -NO CHG THIS SHT Revisions: C- MARKED CHANGES Drown 8y: Dote: P.J.P. 4/28/00 Description: 1" STD. WALL, PRESSURE CHARTS 1 & 2 Trite: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 5 of 5 Drawing No. 6220 Rev D 0000 • • 0110. • 000 • .. 11. • • • • • .000 • .00. • O 000 ..0. • .. .. • . 000 1- GENERAL NOTES MGr-H RZON L=RGEIER WINDOW [ A 5/16" LAMI CONSISS1NG OF-(2 • :" a. ► • LED GLASS WITH A .090 DUPONT SIJTACITE OR SA X/K " ' E MAXIMUM PVB INTER B. 516" 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. G 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/ ING OF (2 16" . 'I 1 .1 • gip i' - PONT-BUTAC1T%QR SAFLEX/KEEPSAFE_ MAXIMUM_ PVB INTERLAYER. _- E. 716" 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" : (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AI ACS u • k . • 2}L -I-T .090 D PONT AFE MAXIMUM PVB INTERLAYER. • 1 •; H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIF8`PACE AND 5116" 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. 1. 13/16" LAMI 1G: (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. • LAI }LIT€ OF t/81--OR 3/16" AN . • N-) GLASS, 3/16" O' AIR ' • 16 • 1 G •�2) LITES d ITH AN 090 • - • • BUTAGITE CELSAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYEF:.. K. 13/16" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR lie 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 INTERLAYER. 'L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1,1" 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. IGN PRF�SSU:RE &:.-(SEF -TAR1 FS, SHEETS AN_° 4} AA. 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 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5 SHUTTERSARE NOT R GUIRED_ 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASINE T . 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSIIAF &PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL . THIS PRODUCT - HAS -BEEN DESIGNED & TESTED. Tn COMP! Y WITH THE REQUIR MFNTS OF THE FLORIDA$UU.DING CODE, 2004 EDITIONINCLUD_1NG,_ `NURRICAN€ ZONE (HVHZ). T Reval Date: Revsd .`!y F.K. Rersd Sy: F.K. Dare: 10/17/06 MIK 5/13/06 CHANGE TO ASTA4 E 1300-02 ADD AIR SPACE AIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. mm ti Ay F.K. Dom: 2/28106 Checks. dSy. J.J. Dam; i 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 RO. BOX 1529 NOY.GMIS, FL 34274 TGENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SnmNhkdm• (R-Rbw l Stark 11R710 NTS 1 ar 11 4127-ln NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS „4 VERT. SECTIONS HORIZ. SECTIONS.. PARTS LIST EXTRUSIONS CORNER DETAIL ANCHORAGE • • •••••,io • ••••5, •• *a _11 •.• - • • •• •• • • • • • • • • • • •• • Robert L. Clark. P.E. PE #39712 • •••• • • •••• • ••• • • • •• • • • • • •••• • •••• • •••• • • ••••• • •• • • •••• 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE t 60,61,62 -r-- 1/8" ANNEALED OR HEAT STRENGTHENED GL SS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 63,64,65 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 \Z/16" i INATED- GLASS--- - -- - -1 -•-- 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 1/2" NOM. GLASS BITE `L Q2,73,74,75,76,7� 3/16" ANNEALED OR HEAT STRENGTHENED GLASS i- - .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" 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 Roved By: Date: Raved By: F.K. Date: 10/17/06 Rovsk ts: ■ 8 NO CHANGE TNIS SHEET Re,sd By F.K. Dale: 5/13/08 Reviews: A ADD AIR SPACE DIM. TO LAM! IG DETAILS &awn 8y F.K oat,: 2128/06 Checked By J.J. Dew 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better gib. GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Se•• HR710 Stale: Sheer' Doming No 2 11 4127 -10 • • • • •• • • •••• • • •••• • ••• • • • •• • • •••• • • • • •••• • ••. • •••• • • • • • • • • • • •• • Approved as coesPIAGS wkik W Robert L. Clark, P.E. PE #39712 Atel If`1llYnl •••• • • •••• • •• • • • (XOX 1/4,1/2,1/4) DESIGN PRESSURES TABLE 1. WINDOW GLASS WIDTH TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63' 84" 96" 106 3/8" 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 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 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 60.0 -60.0 111" A, �, G, H +60.0 -60.0 +60.0 -60.0 UP TO 111" C, I +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 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 +56.0 -56.0 +55.5 -55.5 +52.1 -52.1 +60.0 -60.0 +59.5 -59.5 UP TO 111 ", D,E,F,J,K,L +55.0 -55.0 +51.7 -51.7 +54.0 -54.0 +50.9 -50.9 +60.0 -60.0 +75.0 -75.0 ()COX 1/3,1/3,1/3) DESIGN PRESSURES TABLE 2. WINDOW GLASS WIDTH TYPE TO 86 7/16" TO 86 7/16" A,B,C,G,H,I D,E,F,J,K,L 26" I 36" ! 38 3/8" WINDOW HEIGHT 48" ( 50 5/8" 11 •... • • 'l .. •. A,B,G,H C, I A,B,G,H C,I A,B,G,H C, I +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 - 75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 - 75.00 -75.00 -75.00 - 75.00 - 75.00 -75.00 -75.00 +75.0 +75.0 -75.00 -75.00 +75.0 +75.0 -75.00 -75.00 +75.0 +75.0 -75.00 -75.00 +75.0 +74.7 -75.00 -74.70 +75.0 +70.0 -75.00 -70.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 -75.00 +70.1 -70.10 +65.0 - 65.00 -75.00 -75.00 -75.00 .SGViV +75.0 +68.6 +74.7 -75.00 -68.60 -74.70 +72.1 +63.5 +70.8 U1iTD -74 JE,F,J,K, L +75.0 -72.10 -63.50 -70.80 - 75_00 S I1' X), FTL -4859 (OX & XO1 -7 A. 5 AM -- Q 1I8' A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D77/16" LAMI - •" , E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F, 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI 1G -1 /8" OR 3116 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1/8 "A, .090,1 /B "HS) �11E'�Mt- tG=11� ? 16" 0� -114 SPAt;E `7/'t� ‘LAMI _ -, {118 "HS, .090,118 "H$fi i. ,_1 _11-6 I. 13/16" LAMI 1- 1!8" OR 3/16"A, 5/16" OR 318" AIR SPACE, 5116" LAM1- '�_ - -0�! ,�7 K. 13/16'" LAMI Ib- 1/8 "OR3/16 "A, 3/16" OR IM" SPACE; 7116" LAMI (3116 "A, .O90, 3 /16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16 "HS) • $. .... • .. • • • . • • .. • Revsd ey Dab Rawstorm: Rend ay! Due: F.K. 10/17/06 Revisions: 8 REVISE DP TABLES TO ASTM E 1300 -02 Raved By. Dete: F.K. 5113/06 Drawn Ely: Data: F.K. 2/28106 liensiam: A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L CheckedB J.J. Date: 3/23106 1070 TECHNOLOGY DRIVE NOKCIMIS, Fl 34275 P.O. BOX 1529 NOKOMIS, FL 34274 +: DESIGN PRESSURES arts: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better serie satocbt IiR710 NTS sheet- 3 ar 99 08w Na 4127 -10 Row B 9-4 Robert I .. Clark, P E. PE 4139712 Structural • .. • • • • • 25 118" 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 33 9/16" MAX. DLO VENT 57 3/8" MAX. DLO ALL FIXED LITES Re+iad 9y.• Revsday. F.K. 1fevsd ay: F.K. Dane BE F.K. Dant 74' MAX. WIDTI 1 `DETAIL A - OX-OR—X4- Dale. 10/17/06 Dale' 5/13/06 Dam 2/28/06 Rev�,atons: B NO CHANGE TH!S SHEET kevtslcne: A NO CHANGE THIS SHEET C'mckedBy: Daic: J.J. 3/23/06 A 56" MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. 251 /8" MAX. DLO VENT 251 /8" MAX. DLO FIXED oe • • • • •••• • • • •• • • ••• • • • • • •" • 86 7/16" MAX. WIDTH • DETAIL C - XOX (1/3- 113 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS • • • •••• • 1 • • • •••• • • • •••• • • • •• •• •••• • s • • • • • • •••• • • • ••• l • • • • •• • • •• • • • • • •••• roved as cosfyiyuka vitiktte 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Desniptkr ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Robert L. Clark, P E. PE #39712 Structural 4-+— MAX. FIXED DLO —�- MAX. WIDTH MAX. VENT DLO SECTION B -B (HORIZONTAL SECTION - XOX) EXTERIOR SECTION C-C (VERTICAL SECTION) INTERIOR SECTION A -A (HORIZONTAL SECTION - OX) SEALANT OR GASKET AT HEAD AND SILL VIEW D -D (FRAME CORNER CONSTRUCTION) Raved or Date: Revkkns: Revsd BT: F.K. Date: 10/17/06 Revesons: 8 NO CHANGE THIS SHEET Rev3 F.K. Data: 5/13/06 Revistane: A NO CHANGE THIS SHEET Drawn 8r F.K. 2/28/06 Checked ay: J.J. Date. 3/23106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS, Ft. 34274 Deseeker plo loon SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Sents/M ar HR71D Half Sheer 5 ' 11 Orwdr?0 Ru. 4127-10 APFtWejit ifrTfri fi •" • • • • • .. • • .... • • .... • .. • • • • • .. .. • Robert L. Clark, P.E. PE #39712 Structural • • •. • • .... • .... • • .. • • • • • • • •••• • • .... • •••• • • •• • • • • • .. • mum- DWG# REV DES CRIPTION MAT' L PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 SA SH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8 X 3/4 PH. PAN HEA D 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 12 13 14 15 16 17 19 21 22 23 24 29 32 33 1626 4002 4134 1155 4110 4054 4066 4105 1683 225 -1 226 4128 4006 1235 WEEP HOLE COVER POLYPROP. 71298 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 A FLANGE FRAME JAMB 6063 -T6 AL 612225 GASKET FOR MA TN FRAME SILL JOINT 74134W/K #8 X 1.000 QUAD PN. SMS 781 PQA G B SCREEN ADAPTOR 6063 -T5 AL 64110E FIXED MEETINGRAIL 6063HD -T6 AL 64054A W STP.,.187 X .230, FIN SEAL 64066G SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 WSTP.,.250 X 270 BACK, FIN SEAL 616830 ROLLER HOUSING & WIDE 42112110 BRASS ROLLER WHEELS BRASS 7BRWHL2 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N D SA SH MEETING RAIL 6063HS -T6 AL 64006 W STP.,.170 X .270 BACK, FIN SEAL 67S160 35 36 37 38 39 1096 1016 4126 1683 7070 SWEEP LATCH DIE -CAS '1 71096 #8 X .625 PH. FL. SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP.,.250 X .270 BACK, FIN SEAL 616830 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R. 50 GAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 52 53 1224 1225 4039 B VINYL GLAZING BEAD BULB (THICK) 6TP247W,K VINYL GIAZINGBEAD BULB (THIN) 6TP248K GAZING BEAD - 5/16" 6063 -T5 AL 6403913 54 4044 B C,TAZINGBEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 55 56 59 4222 A GAZING BEAD - 7/16" 6063 -T5 AL 64222 985 C (LAZING BEAD - 7/16" W /GRILL KIT 6063-T5 AL 6985 4067 GLAZINGBEAD - 13/16" 6063 -T5 Al 64067 60 GLASS 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) 61 5/16' LAMI (1/8" A, .090 PVB, 1/8" HS) 62 63 ft 64 65 66 PI 5/16' LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16' LAW. (3/16" A, .090 PVB, 3/16" A 7/16' LAMI (3/16" A, .090 PVI3, 3/16" HS) 7/16' LAM' (3/16" HS, .090 PVB, 3/16" HS) 13/16" LAMI IG- 1 /8 "A, 3/8"A IR SPACE, 5116" LAMI (1/8 "A, .090 PVB, l /8 "A) 67 " 13/16" LAM1 IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) /TEM DWG# REVI DESCRIPTION 1VMAT'L PGT# 68 CIA SS \ 13/16" IAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (U8 "HS, .090 PVB, 1 /8 "HS) 69 13/16" LAMI [0- 3/16 "A, 5/16" AIR SPACE, 5/16" IAMI (1 /8 "A, .090 PVB, 1 /8 "A) 70 " 13/16" IAMI IG- 3/16 "A, 5/16" AIR SPACE 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" A IR SPACE, 5/16" LAMI (1/8" HS, .090 PVB, 1 /8 "HS) 72 ". 13/16" LAMI 1G- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 13/16" IAMI 1G- 1/8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI 1G- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16" HS, .090PVB, 3/16 "HS) 75 " 13/16" IAMI 1G- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI IG-3 /16 "A. 3/16" AIR SPACE, 7/16" LAMI (3 /16 "IIS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR. & VE.R.) 3105-H14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 S • 'IN SPLINT - ..135 DIA. FOAM EM PVC • • 95 1635 SCREEN SPLINE - .135 DIA , HARD EM PVC • • • • 96 SCREEN CLOTH , Re+sd By: Revisions: Raved By. P.K. Raved 8y: F.K. Date: 10/17/06 Revisions: 8 NO CHANGE THIS SHEET Date: 5/13/06 Revisto A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Dtaan By F.K. Date: 2/28/06 Checked By J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI, FL 34274 PcT Visibly l&etrrre PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT serresawoeer NR710 Saga : rim:, Ain NTS 6 of 11 4127 -10 Re B •••• • • ...• • • •• •• • • • • • • • • •• • Robert L. Clark, P.E. PE *.39712 Structural • • •• • • •••• • • ••• • • • • • •• • • • • • • • •••• • •••• • • • • •. ••••• • • •••• • • •• • • • • •. •••• 1.373 .062 2.710 - 1.273 FLANGE FRAME HEAD #4102A, 6063 -T6 490 J Il 1-*- 1.451 -0-1 SASH STOP #4025, 6063 -T5 .062 L1.349-I SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .678 .050 1.096 1-, GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .437 .461 HORIZ. ROLLER TRACK #4131, 6063-T6 1-+ ----- -2.710 FLANGE FRAME SILL #4136, 6063-T6 .061 2.279 .062 -- 1.081 (--- SASH MTG. RAIL #40060, 6063HS-T6 1.187 .050 .678 1.096 I - - I I 0 GLAZING BEAD 7/16" #4222A, 6063 -T5 0 FRAME SILL ADAPTER ��..// #4137, 6063-T6 L1.403� FIXED MEETING RAIL #4054B, 6063HD -T6 .291-+ -1 SASH SIDE RAIL #4126, 6063 -T5 j9 050 .678 1.115 GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED WI GRILL KIT) 1-u-- 1.513 -•f .040 I .738 0 SASH STOP COVER �� #4053, 6063-T5 1.363 F.050 .678 1.096 1- i if GLAZING BEAD, 5/16" #4039B, 6063 -T5 2.784 FLANGE FRAME JAMB #4002A, 6063 -T6 .683 f .050 -1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 Rowe By: Rem, 8r F.K. Revsdlry F.K Drawn Ry F.K. Date Re ‘s. Date. 10/17/06 Date: 5/13/06 Date: 2/28/06 Revlsons• 8 Ravisans: A c+,ecxaa By J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET yaw 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, .R.. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Descriptiere EXTRUSIONS rm- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 Stain Half si 7 d 11 na 4127 -10 Roc 6 • • • • • •• • • • • •• • • •••• • ••• • • • •• • • •••• • • • •••• • • • •••• • •• •• •••• • •••• • • • •••• • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • Robert L. Clark, P.E. PE #39712 Structural •••• • • •••• • • ••• • • • • • •• • •••••• • • • • • • • • ••••. • •••• • • • .• •••• • • •••• • • • •• • • • •••• • • ANCHOR QUANTITIES, XOX (114- 1/2 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 0 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116" LAMI - (118" A,.090,1l8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16' LAMI - (1 /8" HS,.090, 118" HS) D. 7/16" LAMI - (3116" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3116" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI 1G -118" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090.1/8" HS) L 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16' LAM( 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" HS) L. 13116" LAMI IG - 118' OR 3/16' A, 3116" OR 1/4" SPACE, 7116" LAMI - (3116" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING & 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. • • • • • 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2° MAX. O.C. ' TABLE KEY: •••• X O X •....• GLASS TYPE ANCHOR TYPE & SUBSTRATE A,B,C,G,H,1 D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW St 2E W v H HEAD & SILL 22 g ' HEAD & SILL 22 4 HEAD & SILL C6 g ¢ HEAD & SILL li HEAD & SILL co g ¢ HEAD & SILL g 53.125x 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+02+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 1 +C2+1 +C2 +1 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 1 +C2 +1 +C2 +1 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 1 +C2 +1 +C2 +1 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 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 60.000 x 38.375 1 +C2 +1 +C2 +1. 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 2 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 1 +C2+2 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2 +1 +02 +1 3 1 +C 2 +1 +C2 +1 1 +C2 +1 +C2 +i 1 +C3 +2 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C3 +2 +C3 +1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 1 +C2 +1 +C2 +1 2 1+C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1+C2 +2 +C2 +1 A 1 +C3 +4 +G3 +11 3 -■-- ANCHOR QUANTITY PER JAMB • • • • • • • • • • • •• • 1 +C2 +2 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 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 +C2+1 3 1 +C2+2 +C2+1 3 1 +C2 +2+C2 +1 3 1 +C2+2 +C2 +1© 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1+C2+2+C2+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN: O.C. ANCHOR SPACING) 1-•-■--1 25 3/4" rnax. -•-• -) 1-•---3" MIN. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1+C3+24-C3+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1 +C3+2 +C3 +1 1 +C2 +2 +02 +1 1 +C3+2 +C3 +1 3 84.000x 38.375 48.000 50.625 54.000 00.000 63.000 106.375 x 38.375 48.000 50.625 54.000 60.00 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +02 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2+2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C3+2 +C3 +1 3 rroveat att• .3003plytits with lM 1 '" '` '' I p p 1 s' %-` '"` !`+ 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C3 +2 +C3 +1 1 +C2 +2 +C2 +1 1 +C3 +2 +C3 +1 3 9" REF. - --- 1 1 1 1 / i I i X_ 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2 +1 1 +C2 +2 +C2 +1 1 +C3 +2 +C3 +1 1 +C2+3 +C2 +1 1 +C3 +2 +C3 +1 1 +C2 +3 +C2 +1 1 +C2 +2 +C2 +1 1 +02 +3 +C2 +1 1 +C3 +2 +C3 +1 1 +C2 +3 +C2 +1 3 2 X O "''.,, 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C3 +3 +C3+1 1 +C3 +3 +C3 +1 1 +C2 +3 +C2 +1. 1 +C3 +4 +C3+1 3 MTG. RAIL, TYP.--f A.. 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C3 +3+C3 +1 3 1 +C 3 +3+C3+1 3 1 +C2 +3 +C2 +1 3 1tC3 +4 +C3+1 3 EXAMPLE CLUSTER WI 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 li-C2 +3 +C2+1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1+C3 +3+C3 +1 1 +C2 +2 +C2 +1 1 +C4 +3 +C4+1 3 1 +C4 +3+C4 +1 3 1 +C2 +3 +C2 +1 1 +C4 +4 +C4 +1 1 +C3 +3 +C3 +1 3 1 +C2+2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+C4 +1 1 +C3 +3 +C3+1 3 1 +C4 +4 +C4 +1 3 ` P- 25 3/4° MAX 111,000 x 38.375 48.000 50.625 1 +C2 +3 +C2 +1 2' 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C 2 +3 +C2 +1 fl i +C;2 +3+C2 +1 2 1 +C2 +4 +C2 +1 2 �1 1/2" TYP. I- -�--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 1 +C3 +4 +C3 +1 1-- 1 T, y (•r obert L. Clark, P.E. PE #39712 Structural 9" REF. 1 1 1 1 1 1 iL -- - -- ' ` ._ -- - -' r 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 54.000 1 +C3 +3 +C3+1 3 1 +C2 +2 +C2t1 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 ` ~- - . __ 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` EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 63.000 1 +C3 +3+C3 +1 3 1 +C2 +2 +C2 +1, 3 1 +C4 +3 +C4 +1 3 1 +04 +3 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C5 +4 +C5 +1i 3 Revrd ay (7"!c- Revisitlrro. TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 pryGp,,,• ANCHORAGE SPACING, XOX (1/4- 1/2 -1 /4) RevsuBy. F.K. Data. 10/17/06 Revision: 8 1070 REVISE ANCHORAGEFORMAT, HEAD & SILL CLUSTERS rte' ALUM HORIZONTAL ROLLER WINDOW, IMPACT Raved fly: F.K. Date. 5/13/06 :. A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better Sedegatodek HR710 seek, NTS Sheet. 8 0 11 c`8"' Re. 4127 -10 B Orman BF F.K. Date: 2/28/06 Checked ey- J.J. Date: 3/23/06 •••• • • •••• • • ••• • • • • • •• • •••••• • • • • • • • • ••••. • •••• • • • .• •••• • • •••• • • • •• • • • •••• • • •••• • • •••• • ••. • • • •• • • • •• • • • • • •••• • •••• • • • • •. •••• • •: •••• • • • •• • • • • • 0000 ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 5 NOTES: ,� 1. ANCHOR TYPES: L\ 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.O90. 1/8" HS) C. 5/16" LAMI - (1t8" HS,.090, 1/8° HS) D. 7116" LAMI - (3/16" A,.090, 3/16" A) E. 7116" 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, 5/16" OR 3/8" SPACE, 5116" LAMI - (1 /8" A, -090, 1/8" A) H. 13!16" LAMI IG 118" OR 3/16" A, 5116" OR 318" SPACE, 5116" LAMI - (118" A,.090, 1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -118° OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAM - (3116" A,.090, 3/16" A) K. 13/16" LAMI IG - 118" OR 3/16" A, 3/16" OR 174" SPACE, 7/16° LAMI - (3/16" A,.090, 3/16" HS) L. 13!16" LAMI 10 -1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" HS, -090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. • • .•• HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE • • • 25 3/4" MAX. FROM CORNERS JAMBS: 9' MAX. FROM CORNERS AND 22 1/2" MAX, O.C. • TABLE KEY: •••• X 0 X 0•...0 GLASS TYPE) ANCHOR TYPE> & SUBSTRATE A,B,G,H C,D,E,FI,J,K, L 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 2 -1 HEAD & SILL 2 ' HEAD & SILL Q HEAD & SILL 2 s HEAD & SILL g a HEAD & SILL 2 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 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 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 14-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+ H +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 53.125x 38.375 48,000 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 21 3 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 2 3 1 +C2 +1 +C2 +1 50.625 54.000 60.000 63.000 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 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 14-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 +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 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 1 +C3 +1 +C3 +1' 3 1-- ANCHOR QUANTITY PER JAMB 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 I 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 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 +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 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2+1+C2+1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2+1 +02 +1 2 3 ( _ 253/4° MAX. �I r If -PI -3" MIN. Approved asw xatthe Fio, • Z ,.; 1 t+lp • ,.iirIiGrca' #:, +- r;Y"'^ :�•, 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 9" REF. 1---.. 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 +02 +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 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 , 84.000x 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+14-C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 MTG. RAIL. TYP. EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 1 +C2 +1 +C2 +1 3 1tC2 +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) 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 3 1 +C3 +1 +C3+1 3 yr � r Robert t cram, P E PE #39712 Structural 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. 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 1 1 /2 "TYP. MIN. -if -- 86.437x 38.375 48.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 2 3 1 +C2 +1 +C2 +1 2 1 +C3 +1 +C3+1 3 a a It a • a 9" REF. 1 x • O s a X t 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 +C241 +C2 +1 3 1 +C3+1 +C3 +1I 3 Q,..! 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 +C3 +1 +C3 +1 3 1 +C3+1 +C3 +1 3' MTG. RAIL, TYP. ---- 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 Revd ay: Oate: Ravisms: • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P:O. BOX 1529 NOKOMIS,FL34274 l7escr7t<c ANCHORAGE SPACING, XOX (11'.3- j( /S-1i.3} Revsetly: F.K. 0 10/17/06 'mm 8 REVISE ANCHORAGE FORMAT, HEAD SILL CLUSTERS r - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT [tetrad ay: F.K. uraF.By.• F.K. .Date- 5/13/06 rite. 2/28/06 R s: A Checked By. J.J. ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Mato • 3/23/06 + r Visibly Better °r HR710 g`xa NTS tee" 9 a 11 """s�'� 4127-10 Row $ •••• • • •••• • ••. • • • •• • • • •• • • • • • •••• • •••• • • • • •. •••• • •: •••• • • • •• • • • • • 0000 •••• • • •••• • • ••• • • • • • •• • • • • • • • ••••• • •••• • • • • • •••• • • • •• • • • • •. •••• ►NCHOR QUA( T1TIES,X- 4-&-OX WIND tS - - - -% TABLE 4 4 cu TEs -� ,1ASS TYPE AB,G,H _ C,F.I.J,K, L grANCH PES: Q Maim/112E4 STRATE' 2,3. WOOD 2, CONC , • ' 2,3, WOOD 2, CONC `1, CONC 1 - 1 /4 "__ELC }- TAPCONE__ 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) • ZONES ZONES ZON ZONES ZONES -I ZONES ? 0 .-I.t w = ° $ JAMBS Q ut _ JAMBS Q -, W ' = o I JAMBS 1 o ) _ ) •ts JAMBS 0 J W u� 1 JAMBS L cd� _ O JAMBSi , SS TYP _-5T1_E"-L7�IRi �� v 1 6 A,D9s� 11,3" A )_____ B. 5/16" LAMI - (1/8! A,.090, 118" HS) C. 5/16" LAMI (1/A HS„090 1- 8"HS) - --- " 3T0�0��B -�ZS� 48.000 E 7 1 +C2 +1 2 1 +C2 +1 2 '1 +C2 +1 2 ___ 1-__�3/1_6f-A,090 -3/16" A)- _ E. 7/16" CANT - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/18" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1t8" A,.090, 1/8" A) 1 +C2 +1 3 kl+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 0.62J 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 3 `� r ..� }' 1r'�� 1 +C2 +1 a 3 1 +f �+ 1 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 I ' /WI. . 13/16" LAMI IG - 1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/18" LAMI - (1/8" A,.090, 1/8" HS) 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1 /8" HS) 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 i J. 13118" LAMI 1G - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI -43/16" A,.090, 3/16"-A) 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) 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 . . 1 6" I IG - 1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3116" HS,.090, 3/16" HS) 2' (! /(.)� INDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. • ••• HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. • • • 18 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX. OC. • TABLE KEY: © X •••••• 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 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +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 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03+1 3 2 53.125 x 38.375 48.000 50.625 54.0{X} 60.000 1 +C2 +1 2 1+C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 • • •• •• • •• • • • • • •••• • A 2 +C3 +2 4 3 -- ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +C2 +1 3 1 +03 +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 f HEAD AND SILL ANCHOR QUANTITIES C CLUSTER OF ANCHORS 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE ANCO SECTION. (7) ANCHHORRSS T TOTA OTAL 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 63.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3 +1 3 (8Q 000 -x' 38.375 48.000 50.625 60.000 •3..00 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 1 +C2 +1 3 1 +C2 +1 3 2 +2+C3+2 3 1 +C2 +1 3 1 +C + +C3 +2 3 1 +C3 +1' 3 1 +C2 +1 ` 3 2 +C3 +2 3 1+ 3 1 +C - 3 2 +C3 +2 3 18 1 +C3 +1 3 1 +C2 +1 3,+ + 1 +C3 +1 3 1+C2+1 3 2 +03 +2 I '' 3/4" MAX. 3 MIN. f Af� a°c'a� ylag with i3Mt ..�,,,,,,• 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3' 1+ '%�C3 +1 3 2 +04 +2 3 - _ I 9" REF. -e. 1 I 1 O 1 +C3 +1 3 r1 +C3 +1 3 r +C4+ } +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 -- 1 66.000 x 38.375 48A00 50.625 54000 60.000 63.000 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 �y `X 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C2+2 3 1+C2+1 3 3 2 +C3 +2 3 MTG.RAIL - EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS Amid* 0, 2 +C3 +2 3 1 +C2 +1 3. 2 +C3 +2 3 2 +C3 +2 3 1 +C2 +1 2 +C3 +2 3 ��A.- r 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 (SHOWN IN TABLE KEY ABOVE) 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 7 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 I I 18 3/4" MAX. �+-1 1!2" P. -1I :1131" MIN. (7470111:r* 38.375 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 48.000 50.625 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2+C2 +2 3 2+C 3 /el t..4 -° oberl L. Clark. P.E. PE #39712 Structural 9" REF. -1 1 x O 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 - +C3 +2 3 - __- 54.000 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2` 3 2 +C3 +2 3 .. +2 3 2 +C3 ±2 3 -- 60.000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2+ 3 2 +C3 +2 3 2 +C4 +2 3 MTG. RAIL A EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 2 +C3 +2 3 1 +C3 +1 3 2 +123 r2 +C4 +2 4 2 +C3 +2 3 2 +c4 +2 3 3 Re sd 9y Dal": ReNda,°: 1070 I'tt�HNOlOGY DRIVE NOKOMIS, FL 34275 - P.O. BOX 1529 NOKOMIS. FL 34274 - Mvarrahn. ANCHORAGE SPACING OX AND XO WINDOWS , Raved Sy. F.K. Da(a.' 10/17/06 RevhYOne: 6 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 4 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT geese By: F.K. Drawn 9y- F.K. D° 5/13/06 Date; 2128/06 Ra A CBacknf 9r J.J. ADD SPACE' DIMENSIONS TO GLASS TYPES G THRU L. Date: 3/23/06 Visibly Setter 'ew"•{q HRT10 G.,^' NTS &mx 10 "' 11 Dra" N° 4127 -10 Rev B •••• • • •••• • • ••• • • • • • •• • • • • • • • ••••• • •••• • • • • • •••• • • • •• • • • • •. •••• A 3KSI CONC. lx WOOD BUCK (SEE NOTE 3) 3KSI CONC. sd CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) amTAIL A-7J 2x WOOD BUCK (SEE NOTE 3) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) 1 3/8. MIN. DETAIL B S <71 EXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM MAX. ° •1318 MIN. PETAL-C=4' 2x WOOD BUCK (SEE NOTE 3) J' 1/4" MAX. SHIM 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR A2. 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED. • • • • • •• • • 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO qQr cT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 24114;•• SECTION 2003.8.4 (SUPPLEMENT 2005). •••• • • 1/4" MAX. SHIM —"--1 " - 1 3/8" MIN. A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM MAX. 1 3/8 MIN. TYPIICA17-SILLSECTRINS a d DETAIL D Pi DETAIL E �V2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —► I-+- �-- "- CONCRETE ANCHOR W/ #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) INTERIOR (BOTH JAMB DETAILS) EXTERIOR zs, 1 1/4" MIN. (1.5KSI CMU) OR : 1 3/8" MIN. (3KSI CONCRETE) .,. — 1x WOOD BUCK (SEE NOTE 3) Revsd By Dare: Revisions: Ram' By F.K. Revsd By: F.K. 10/17/06 Date: ■ 5/13/06 Revisions: B Revisions: A REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. Drawn By F.K. Date: 2/26/06 marked ay J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 Efdlr ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR7.10 Seale. Half Shear 11 of 11 Dawns De. 4127 -10 R"Y• 8 • • •. •• • • • • • • • • • • •• • /r Robert L. Clark, P.E. PE #39712 Structural •••• • • •••• • • • • • • • •• • • • • • •••• • •••- • ••.• • • •••• • •• • • - •••• I le 0 II WINDOWS • o= • 11fi "__LAM-INATEO_GLASSGOMFRISED OF (1) UTE OF 3/16" ANNEALED 1-LLJ (1 3/1T HEAT STRE G E-N-ED - LASS V\IITNAN . ON - SAFLEXKEEP-SAFE- MAXIMUM_L1[� . B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) " A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ,i INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN:8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE... 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 200►LLUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Ras.dBy Raacalm a: Rom De: F.K . 4/4'07 Re sdB Dalx F.K 12116/03 DRAMEty. Dam F.K. 7/14103 Revisions: GSHG. NOTE2 TO REF. ASTM E 1300 -d2 AND REVISE ANCHORAGE NOTE3. ADD REFERENCES TONO7E6 AND ADD NOTE 7. RIniskow A Chedced sy: REDUCE ANCHOR SPACING Dad: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 irt Vistbty Better D NOTES & TABLE OF CONTENTS --- -88.00 ALUMINUM PICTURE WINDOW, IMPACT • , • •. •. • 0804 • • • • .• •. . • • • • PAQOUcrRENEwED4 • as g r me >,' • E .doe tt /0 `k Division PRODUCT REVISED ma covotdying vdth the Florida I�� oe No 0 Dale NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1116" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI 1.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) /B\ A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, t� INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE... 10 -12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04 -0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 2005ALUMINUM DESIGN MANUAL 4-.12-1w11, 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT i \ EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (I-IVHZ). Revad By Revsd8i^ FK R.dB- F.K ttmmay: F.K Itedst on= naro: 4/4107 Revlstaw CHO. NOTE2 TO REF. ASTM E 1300-02 AND REVISE ANCHORAGE NOTE 3. ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. 12115103 Dater 7114103 ReNeimkr A Mocked By REDUCE ANCHOR SPACING frets: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PA Visib& Better t NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT ftedestMattet PA4701 NTS Shoat 1 w 12 auboak 4259 -4 . • • .. .. • • .... • • • * .. • • • .. • MOM/Cr RENEWED. • as ernagtkekqg with the Markle. Wen � • BY Mod MMus p447 Robert L. Clark P.E. PE #39712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS _.... 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 11/16" NOM GLASS BITE OUTSIDE 11/16" NOM GLASS BITE 1 t OR OR fib" LAW-GLAZING-DETAIL (i GED OR tTEG-RAL -F'I f (FLANGE-FRAME -SHOWN( _ 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Rend B. R ar AK Dear 414897 Roviskeis: a NO CHANGE 7H1S SHEET Revel De FJC 12115103 Rewskoz A NO CHANGE THIS SHEET Drewn FJC 7/14/03 Checked Ely: Date 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI3, FL 34274 F GT Visibly Better GLAZING DETAILS rae ALUMINUM PICTURE WINDOW, IMPACT PW-701 sm�c Sheer tFU 2 m12 4259-4 B • .. .. • • • • ••• • PRODUCT RENEWED as eempiyhts with the i • • Daddias Cade Aceephueee r °� • • .. • • • • • • • MINA Stan PRODUCT REVISED as complying with the FiuriJa Baia* Cade Ateeptaace Ni. Espleallan stale .1//#5( (4/r1.7 L: Oa*. P.E. PE #39712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. 96" MAX. — ANCHORAQE INFORMA 921 /4" MAX. DLO ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. a l 44 1/4" MAX. DLO MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. HEE-TS 1.011-1ROUGH_12;— ARCH. : „•': MAX. SIZE = 48” X BFI:'.. OR MAX. AREA = 30.28 SQ, FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Roved By Revlsbns: Roved By F.K Dalc 4/4/07 Revision= UPDATE A N C H O RA G E NOTE Rosa By F.K -Daft 72/15/03 -Amid ortg A NO CHANGE THIS SHEET yawn ey: F.K Dew 7/14103 Checked By! Data: 1070 TECHNOLOGY DRIVE NOKOA41S, FL 34275 P.O. BOX 1529 NOKOM1S, FL 34274 PAGT. Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT eel PIN-701 Stake NTS Shoot 3 ce 12 Draft hb. 4259 -4 •••• • • • • •• • • • • • PRODUCT RENEWED.' • eastplying with the Blast • Balding Code • • • Eip tre* E No r � Date +y Maid PRODUCT REVISED as omittying with the nitride guiding Cade Ateeptasee No Expiration Dad: ••. • • • • ••.• • • • • • • • • • • • ••.. • • .••• • •• • • • Robert L (:lark, P.E. PE #39712 Structural • • • • • • • • HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 981/4" FRAME O.D. 96" MAX. A 7 501/4" FRAME O.D. 48" MAX. L ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. '1 t 45 1/4" MAX. DLO 1 NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 931/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. ' ' MAX. SIZE = 48" X.96• ".. OR MAX. AREA = 30.28S4.FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. •••• • • - -- • • • •• • •• • • • PRODUCT RENEWIEFJ • as cap(yh with the Florid. • Ridding Cede •• • Acceptance Nee; i i2.10 Expiration Date 4eJ SY Miami Onvie Division PRODUCT tra.V►.v:. as cwnpkriatt with Abe Ft»ci3# Holding Code Asseptesco Ne Date Reid By: Mew Ravmdonr Reader FJG 7 ReKSfaar B ADD FRAME 0.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE R•ad By. FIG "arson 13.v: F.K Dab: 12115/03 A NO CHANGE THIS SHEET Pat= 7/14/03 Checked By 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1029 NOKOMIS. FL 34274 Visibly Better INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT P/11 -701 NTS sneer: 4 of 12 4259 -4 B "7",„ ele-/7 Robert L Clark, P.E. PE #39712 Structural al •••• • • •••• • • • • • • • • • • • • • • • • • • • • • • •••• • .••• • • •. •••• • • •••• • •• • • • •••• • • DESIGN P ESSURESr SLANGED WIN�DWS(DLMENSI.ONS- ARE- Tt-P- -TO TtR)- S TYPES' A.- 7/-16"LAMINNATED_ CLASS -(3/1-6 "A, -.- 090,- 3/1 -6HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3116IiS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAME (3/16HS, .090, 3/16" HS) WINDOW "X' DIM. GLASS TYPE 28.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 39.500 49.000 A,B,C,D +80.0 J -80.0 +80.0 -80.0 +80.0 1 -80.0 54.500 A,B,C,D AREA AREA 65.500 A,B,C,D AR 71.000 1 A,B,C,D AREA 10.79 SQ.FT. +80.0 -80.0 11.88 SQ.FT. +80.0 -80.0 12.96 SQ. FT. +80.0 f -80.0 14.05 SQ.FT. -80.0 12.87 SQ. FT. +80.0 -80.0 14.17 SQ.FT. +80.0 1 -80.0 15.47 SQ. FT. +80.0 1 -80.0 16.76 SQ. FT. 45.000 +80.0 1 15.31 S +80.0 -80.0 .03 SQ. FT. +80.0 -80.0 16.46 SQ.FT +80.0 17.9 Q. FT. 0 I -80.0 19.48 SQ.FT. +80.0 -80.0 18.75 SQ.FT. +80.0 j -80.0 20.47 SQ. FT. +80.0 -80.0 22.19 SQ. FT. +80.0 -80.0 19.38 SQ.FT. +80.0 j -80.0 21.15 SQ.FT. +80.0 1 -80.0 22.93 SQ.FT. :11 V1 f +80.0 1 -80.0 21.83 SQ. FT. +80.0 1 -80.0 23.67 SQ.FT. • • •••• • • • • • • • • • • • •• • •••••• •••• • • •••• • • • -79.3 -78.0 -76.8 82.000 87.500 AREA A B,C,D AREA A c B,D AREA A C B,D AREA 15.14 SQ.FT. +80.0 -80.0 +80.0 -80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. +80.0 +80.0 +80.0 20.98 SQ. FT. +80.0 -80.0 23.91 SQ.FT. +74.5 -74.5 +80.0 -80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 -80.0 22.49 SQ.FT. +78.0 t -78.0 +80.0 -80.0 +80.0 -80.0 24.00 SQ.FT. +74.0 -74.0 +80.0 -80.0 +80.0 -80.0 25.51 SQ.FT. +80.0 -80.0 25.63 SQ. FT. +70.0 -70.0 +79.1 -79.1 +80.0 -80.0 27.34 SQ.FT. +65.5 -65.5 +74.0 -74.0 +80.0 -80.0 29.06 SQ.FT. +80.0 -80.0 26.48 SQ.FT. +80.0 -80.0 27.33 SQ.FT. PRODUCT RENEWED • • as cemplying with the Fla' • • Bidding Cale Acceptance No Esp rathia Mite 14 +68.4 +77.3 +80.0 -68.4 -77.3 -80.0 +67.0 +75.8 +80.0 -67.0 -75.8 -80.0 +53.9 +72.2 +80,0 -63.9 -72.2 -80.0 30.03 SQ.FT. +62.4 +70.5 +80.0 -62.4 -70.5 -80.0 " 31.00 SQ.FT. +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. Raved By UPDATE DESIGN PRESSURES PER ASTM E 1300 -02 AND NOTES. 1070 TECHNOLOGY' DRIVE F.K 414107 8 CLEAN UP TASLE 1 DESCRIPTION AND HEADINGS. NOKOMIS FL 34275 Revd ar ada Ram F.K 12/15/03 A HANGE NOTE 1 ANCHORING WITH #12 SCREWS P.O BQX 1529 awn By: Dam awaked Dom,; NOKOMIS, FL 34274 F.K. 7/14103 12 I GT Visibly Better ALUMINUM PICTURE WINDOW, IMPACT Oftesibtodet PW -701 Rai! 5 d 12 4259 -4 •••• • •••• • • • • • • • • • • • •••• • • •••• • • • •• • • • • • •••• TABLE Z. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X" DIM. 49.000 FTL -3835 FTL-3835 FTL -3850 WINDOW "Y" DIMENSION TYPE 28.500 A,B,C,D +80.0 I -80.0 34.000 _ 39.500 +80.0 r -80.0 +80.0 r -80.0 45.000 46.500 48.000 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 13.44 SQ.FT. +80.0 .0 15.31 SQ. FT. 15.82 SQ. FT. 16.33 SQ.FT. +80.0 I -80.0 AREA 10.79 SQ. FT. 12.87 SQ. FT. 14.95 SQ. FT. +80.0 j -80.0 +80.0 I -80.0 17.03 SQ. FT 17.60 SQ.FT. 18.17 SQ.FT. 60.000 1 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. +80.0 -80.0 +80.0 I -80.0 +80.0 -80.0 18.75 SQ.FT. 19.38 SCUT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. ' 17.97 SQ.FT. +80.0 r -80.0 71.000 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 21.15 SQ.FT. 21.83 SQ.FT. 20.47 SQ.FT. +80.0 -80.0 +80.0 T -80.0 +80.0 ' -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 B,C,D +80.0 -80.0 +80.0 19.48 SQ.FT. 22.19 SQ.FT. 80.0 -80.0 +79.3 -80.0 +80.0 -80.0 +80.0 -80.0 -79.3 22.93 SQ. FT. -78.0 +76.8 +80.0 -80.0 +80.0 23.67 SQ.FT. +78.0 -76.8 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ. FT. 23.91 SQ.FT. 24.70 SQ. FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74,5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 AREA 16.23 SQ. FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. A 87.500 C B, D AREA A 93.000 C B,D AREA A 96,000 C B,D AREA +80.0 +80.0 +80.0 - 80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 - 68.4 +67.0 -67.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 - -65.5 +63.9 -63.9 +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 -80.0 +80.0. -80.0 +80.0 -80.0 ' +74.0 -80.0 ' +80.0 -74.0 +72.2 -72.2 -80.0 +80.0 -80.0 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 29.17 SQ.FT. +62.4 -62.4 +70.5 -70.5 +80.0 -80.0 31.00 SQ. FT. -60.0 -67.8 +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +7t2 -71.2 +69.5 -69.5 +67.8 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +8a.0 19.00 SQ.FT. 2Z67 SQ. FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. -80.0 32.00 SQ. FT. NOTES: 1 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. • • • • • •• • • • • •.e. .. ■• • . • • • PRODUCT RENEWED. • • • as complying with the ilei4da • Balding Code Acceptance Noe* 10 Expiration !late BY NNW Division PMDUCI. REVISED as compking wilik Sae florid* Wass Code AixeSsase No EsPhiltion 0• 009 !lewd ar Cgs: RtIvistorrx Render F.K. Dam 4/4/07 Revlabrux B UPDATE DESIGN PRESSURES PER ASTME 1300-02 AND NOTES. CLEAN UP TABLE2 DESCRIPTION AND HEADINGS F.K Oabx 12/15!03 rte: A CHANGE NOTE 1 ANCHORING WITH *12 SCREWS Drawn By: FJC 7/14/03 Checked By: Dade: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1629 NOKOMIS, FL 34274 n GT Visibly Better INTEGRAL FIN UNIT DESIGN PRESSURES Taw ALUMINUM PICTURE WINDOW, IMPACT SNlaadet PW-701 NTS 6 or 12 wae No. 4259 -4 B ."7 Robert L Clark, P.F. PE #39712 Structural •••• • • •••• • ••• • • • •• • • • • • • •••• • •••• • • •••• • •• • • • •••• OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH — HORIZONTAL SECTION (FLANGE FRAME) O CI 111101 0 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y Rood B (FLANGE FRAME) Dom: Ra MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) Raysd By: F.K Raved ey, F.K. Oats 4/4/07 Date: 12/16/03 NO CHANGE THIS SHEET NO CHANGE THIS SHEET Thaw Dy: tome: tom9y: Dare: F.K. 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 Vfsibty Better 0 0 0 MAX.. DAYLIGHT OPENING 2184" • • • • • •• • • •••• • • •••• • • •• •• • • • • • PRODUCT KEN EWSD • as complying with thailcilba Guiding Code Acceptance Ned& - lilt* lO Expiration Date ZJlgj 201 By 1 (At ._ .1 4 Miami Dade � Division PRODUCT REVISED as eteutRyIng itaar the Meth U Cade Amps= Re radon Date Predict Calla VERTICAL SECTION (FLANGE FRAME) Dimilateat SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT PW-701 HALF at••r 7 a 12 Dearing nt,. 4259 -4 Robert L Clark, P.E. PE #39712 Structural •■•• • • •••• • ••• • • • •• • • • • • •••• • •••• • •••• • • •••• • •• • • • •••• • • • • • • • • • .: • • • • 2.784" OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) 0 L.- ilk] II; hill O Ivi ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) Rend Cate: Rename ey F.K. 414/07 B NO CHANGE THIS SHEET Raved F.K 12113/03 Drown sr F.K Data: 7/14/03 : A 'mar NO CHANGE THIS SHEET Data: 1070 TECHNOLOGY DRIVE NOKOMIS. A. 34275 P.O BOX 1529 NOKOMIS, FL 34274 MAX. WINDOW HEIGHT 2.784" LiuLr- MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) T. SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Visibly Better • • • • ••.• • •• • .• • • .•. • • • • • •. • • • • • • • •••• • •••• • • • •• •• •••• • • • PRODUCT RENEWE11• •' • as cenaptylng with the b9oAfda • &aiding Cede Acceptance No /(I2 , tj+ !Expiration Date z f pi / AO By Mfaml Dade Division PRODUCT REVISED at sonsplying with the PIM& Raiding Code Date 9 se t.rlatedac PIN-701 s HALF suet 8 of 12 na.aagao. 4259 -4 aav B L. Clark, P.E. PE #39112 Structural • •••• • • •••• • •• • • * •.•• • • • •• • • • • ITEM DWG NO. 1 4256A PART # 2 4253 64256 64253 7 1155 781 PQX DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAM! GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 18 20 4262 64262 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1/16" LAMI l.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" .970" ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 .346" - .....I ►."- .975" .050" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 1.875" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4266A ��-- .062" 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4263 Roved 8y: Date: Revisions: Reeved By: Dom: F.K. 1 4,4/07 12/15!03 Rend Sy F.K. Revlatorts: 8 NO CHANGE THIS SHEET Revistonte A NO CHANGE THIS SHEET Drawn ar F.K. 7%14/03 areor•dar• Dann 1070 TECHNOLOGY DRIVE NOKOMIS, F2 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ,T. Visibly Better EXTRUSION PROFILES & PARTS LIST nee ALUMINUM PICTURE WINDOW, IMPACT Sett a4mdtE PW-701 Satre: HALF sox 9 ar 12 Drewhp 4259 -4 I B • • • • • •• • • •a•• • • •••• • • •• •• • • • • • • •• as complying with %R )4.4414 • Balding C,wte Acceptance Nua 0 Expiration Date By SSW Dude no. PRODUCT REVISED as complying with die Florida Bigiang Code Avreptance •. • • • • •••• • ••• • • • •• • • • • • •••• • •••• • • • • • • • • • • • • .••. • •••• • • • •- • • • •••• • • .131 "DIA.MN. x 2 1/2" NA L, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. I SHIM 44. 4 . SEE NOTE 1 FOR EMBEDMENT A -3.5 KSI MIN. CONCRETE E[A a 11 Mel • Y) f WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. EMBEDMENT INTEGRAL FIN DETAIL B 1/4" MAX. f SHIM T 2x WOOD BUCK (SEE NOTE 3) WOOD ANCHOR (SEE NOTE 2) L 1 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM 1 FLANGED DETAIL C 2x WOOD BUCK CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. f SHIM T SEE NOTE 1 FOR ; ; _ :. •' Y •' _ 1 x WOOD BUCK A EMBEDMENT: . • ... (SEE NOTE 3) 3.5 KSI MIN. CONCRETE - FLANGED DETAILE7 -FOR 1:5 KSI MIN. CMU A NOTES: A ,2A151t 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS - , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Revealy: Revktwne Rend Br FJC Data: 4/4,77 nmestonsr 8 REVISE AND UPDATE ANCHORAGE PER CURRENT FIX Raved 8,: F.iC Date: 12/15!03 Drawn 8y: F.K. 7/14/03 Reetebre: A tbeebessie CHANGE NOTE 1 AND FASTENER SPACING Date: 1070 TECHNOLOGY DRIVE NOXOM1S, FL 34275 A.O. BQX 1529 NOi(OM1S, FL 34274 Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT PW-701 &mar NTS shot 10 of 12 *rxa. 4259 -4 (SEE NOTE 3) . • . • •. • • 4041•• • • 40_400 • • .. • •• • • • • • PROthic't itk.mt.i. }Py • • as complying wit*i the A o?ta • • guiding Code Acceptance No a8 —, t a • (.6 Expiration Dale g 1 ? t4•I Dale PRODUCT Mang Code J • • •••• • • • • • • • •. • • • • • 0000 • •••• • 00••;. • • •••• • •• • • •. ••••. TABLE ER DIM___ _ _ pN !3Y NsIC OR -TYRE- WOOD - SUBSTRATE- WIND. "X" DIM. 0 0 Q > ;_ INDOW ' 1'" DIMENSION 15.0" 20.0" 25.0" 28.5" 30.0" 34.0" `39.5 "T 45.0' 46.5" 480" - -- - 1.,2.,4. "1.,2.,4. 1.,2.,4.;1.,2.,4.1.,2.,4. 1. ' 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. . ) 4. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y XTY X Y X ¥ X ¥ X Y 49.0" O,C. 12 3/8 7 1/2 Co N r C7 r co CC' N 1121/21 00 co N r 8 114] CD co N r 1 12 3/8 r ,- 12 3/8 11 112 3/8 1 r r 12 3/8 co M 0) co P�^ N r CD `" CZ [12 3/8 CO r. M CA CO C� N r r r 1 12 3/8 1 r r CO c3 N r r 1 12 3/8 1 N r`- r r 112 3/8 N r r 12 3/8 N r\- r r 123/8 N r 12 3/8 12 00 N r N P. 54.5 " O.C. 10 5/8 7 1/2 CO 4C�) 0 r 0 r CO \ o r 12 1/2 CO i o r 8 1/4 10 5/8 CO o r r r 10 5/8 11 M 0 r r r C0 0 r to M CO 10 5/8 1 Co M 0) 110 5/8 (0 M d) 1 10 5/8J r r c0 Y 0 r r C0 [) 0 r r 10 5/8 N r e- m 10 0 ,- N r" •'- r CO 0 r N r r r 10 5/8 N r CO 0 r N r CO 0 r N r�V V.` / -• O.�w+. t+ N r 10 N r V r' N a 8 1/4 N r co N r r r N r r r N r r r CV r [ 9 3/16 N r CD 14 0) N'g r CD 0) co 1 j C>1 •-' r N r P- r tf� G3 r-' r c0 l�C N r r N r N m- C0 Cluj 0) N ". CO icy CO N r N r N r CO ,0 6) N r 65.5" 65.5 O.C. It Cry Vy r P-. v M 0 p r „__IT ") 0 e`v r � . C" 3 0 8 1/4 10 3/4 CA er o r r it ii/£ OL v,.. cc) o r t- r 10 3/4 CO CA er C C, r CD \M of 1 10 3/4 CO 0) ° CO r CO r r v C") 0 r r 1103/4] r r 1 815/16 Vu r r r 10 3/4 cv r r. r 1 10 3/4 1 r - r 1 8 15/16 L 12 M C) r N v- C� O r N 71.0" O.C. CO r -6". r r r N t+ CD r r r r Ol CD r M r . r N r-- N CO r ri r r r �- 10 CD r i�3 r r r 0, Co r c� r r r P' r CO c�5 r r r r . r CD r c*) r r r • . r co , 0) CO � 0) _, CO �-- a, r . r CD Z CO 0) co i D! CC) M CO 9 7/8 r r' CD r r r r 1 11 00 r co .- r 10 r 0) N r- rr CO r c%i .r r r N �- T" 10 r a) N r- 7 1 8 7/16 P Cif r�y, r a- N 1 9 7/8 T " 76.5" O.C. ef C\7 0 pm N �- f,., 10 3/4 O r sr 0 12 1/2 10 3/4 i,./L 8 Nr 0 CA et Ps 0 r r et C� r r 0 10 3/4 7... it pm 0)0 Co r 10 3/4 Co r P, 0)0 V M CD r C� 0C' .t T r r of CV) 0 '.- r r 0) r r at T\-. mr N r el+. M °r0r N a-- .� e\.., N r .a r CO N r \t C` 0 r. N r •p e\- rn N T- 82.0" o. c. co r r r r N r ta•. Co r r r .- d r CO r r r r 12 1/2 to r r r r 8 1/4 I Co r r r r to r r r r r r (0 ` r r r r r r Co r r r r r r 10 `� CO 0) CD r r. r r. C+') C7 r CO 1 8 3/4 r r CD r �.. r r r r C7 r r r N r _ Co ` r r_ r r N r p.� 1 8 3/4 N r r M - N r CO r r r r N r 183/4 N 87.rJ" O.C. CO N r 7 1/2 12 5/8 C? r CO N 4 12 1/2 12 5/8 8 1/4 125/8 co CO r 0 P r r 125/8 11 CO r C) r r r CC) -� %+ CO CD .�) Ci) CO r CO M CA CO r 0 r 1 9 3/16 Co \ ti CO r r , �r 1') r c e- r r CD ti P� CA r r CD .., P. co N r .r-- rr CO t1) r C7 r N r\ ' CD r` p) N - 8 7/16 12 � r 0 r- N\ r Co f� co N r - �s " 93.0" O.C. to s- r 7 1/2 11 5/8 p r coo Ct) r r 12 1/2 co \ !() r r .q. (0 co In r r C`0 r 0 r r r co CCy r r- r r ,co r r r CD �.. t'7 C)) 00 r r Co •.., M 0) CO •"' to CO ` M 0) r r C1 r r r r Cn r 1 8 v8 N r r r C\0 tt) r r N P' r r N r r r CO r a0 N r 03 r' O r N r N e- 1t 96.0' O. C• N a- N r.- N r 0 r N r 1 12 1/2 N r 81/4 1 N r 110 1/2 1 T- T- 12 11 N r Q r r r CO C CO r C'� 0) N r CD !.., t7 d) CLV ' 0 r CO 0) 1 8 7/16 r r N r O r r r p0 r r CD \ ry Co tst.s r r r N r Q r 5V r r r CD .� t`• co N r r r cc, .,, N. 00 N r C�f r 0 N r 1 8 7/16 N y- .r NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) 'X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 8 1/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. Renee)- Dais: F.K ttausdey: ate: rya: R•Hstane: B ii•�saw,�s: NEW SHEET dawn Ely: F.K 7114103 3 bite: L 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 f, ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Visibly Better semaalmer PW- -701 NTS 11 012 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5116° ELCO TAPCON • • • • • •. • • •••• • • •• • •• •• • • • • • PRRQDUCTRENEWED. • • • as complying with the lA& " Striding Code Aceeptaace N• Ce J I Z• t 6 Expiration Dater/4442w I1� Seavaillodr PRODUCT WM= as emptying whir Or PilmeitGt /Wag Code Acarinsage No Sea Dal 'Imam No. 4259 -3 Robert L Clark, P.E. PE #39712 Structural •••• • • •••• • • ••• • • • • • •• • • • • • • • • • •••• • •••• • •••• •••• • • • •• • • • •• • • • • • •••• 1: E 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR-TYPE E- SUBST-RA-1'>= 49.0" 54.5" 65.5" O.0 O.C. 15.0 3.,4.,5 N co 20.0" 3.,4.,5 CO CO O 25.0" 3. 4. 5. 28.5" 4.,5. N r CO 0 45.0" 3. 4. 5. 3. 46.5" ...uw owt�r� ■ 8 91� �61 �0I � i7L'I X .. � • N r C0 I h Y CO co Y m M CA C0 Cy) 61 X N r W rp Q r Y CO 0) X CO ti h IMO 111111111 lig r r C0 CA N co m CO Cd r co C'J O m O CO m CD X OD C7 N X m OD (i CO Y co co t`!5 co 4. X M N 0 co co 5. x Ch N i5 O CO h C N IC) O 5. x N r h ME1101111ggigagEINEINFRIN . r O a' a M cra cra INIIIVE11111 11111111P11111'? 82.0" O.C. �' m m O CO tO ■N CA co m O O o0 a.%. r �. N Cfl CA O C) O CO 00 O N. r r m o 0) r r ar— ; h (0 P tN— r 93.0" O.C. `i3 'i5 0 t i ir, r °��° co m Elm ▪ r d m N CIO N . h r 0 CO W 00 p0 nrato-co l" 47i m (0 r r r r r •, '" r 00 N N 0 ca 96.0" O.C: N: N o `• r° r m Qo r r r � � CO �N" CO h CA ! CA r `..' !.. e- � 0) CO N r rN CO r r r r O O 71.0" O.C. O.C. 416 1: AN • ANG Ira • YT lierT Ca r O? O MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS ,.--ANCHOR SPACING -FOR WINDOW-SHAPES -OTHER THAN S. U O0 0) DIM. CO co 4f? 00 CO C0 N N a-� N ✓ r co CO Lt) m co N N FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FI �— BX" DIM. DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112" FROM D ldli,RN �R • Rawl* Dew noway: Derv: F.K 414Rf7 Dawn By. Oete: F.K 7!14X13 FAAAdeaw B NEW SHEET fitivislonse Coed 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 N- CENTER O N t� 1:* I- ,�. SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT se se•3estodet k a** tt••6tgARp PW -701 NTS 12 of 12 4259-3 Visibly Better ANCHORAGE, CONCRETE _ANCHOR 1. 12 2. #14 STEEL SCREW (G5) 1 G5 11 • _ " , 4. 114" ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON 1 • • • • • • • • •• •• PRODUCT iittt a=%tte • • 8Ntdk g C ivto tits H C!it�l • • Aeotptaaee N�—t. OD: ErMatWa irate 2. �L L tul FRODZC1' REVISED at compilers with the Florida Duistbstl Code Ateeptence No • • /.! I iT�IW ,111" j .: L. Clark, P.E. PE X712 Structural •••• • • • ••• • • • •• • • .• • •••• • •••• • •••• • • •••• • •• • • • ••••• SJNG E (-1. GLAZING OPTIONS: (SEE DETAILS S ON SHEET 2) D1NTEGRALFIN- WINDOWS - - -- > A. LITES OF 1 " a r• • 1°10.'0, : a T I CIT • - • ■* e - 7 •v 7 , , - • : + ERLAY B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE -OF 178" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAM! CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAM! 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8 "ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I.13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAM! CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) z3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4645, FTL -4846, 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 ,C� HURRICANE ZONE (HVHZ). Rowdily. Dix R•radBy: Dal: F.K 11/13/00 Rdona B. CHANGE NOTES 3 $ 7. ADD NOTE 9. ADD CLASS TYPEM TO NOTE 1. GLAZING OPTIONS Raved* Dom.: F.K 1!24/08 DIM By: Defer F.K 9/1/05 A J.J. ADD F7L -4723 TO NOTE 7. 2/3/07 11170 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P O. BOX 1528 NOKOMIS. F1. 34274 13 GT VLvibb Better GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT StifroModit SHT00 saw NTS Sheet a 11 swelog 4040-20 NOA DRAWING MAP _. SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS VERT. SECTIONS i,.... 6 • HORIZ. SECTIONS • • 5 • •••r• •••,•• • •s••• .... • ••8'11 • M •-•• • • PARTS LIST EXTRUSIONS CORNER DETAIL ANCHORAGE •• •• • • • • • • • • • •• • PRODUCT REVISED as complying whi fie Florida Balding Code A+nce No spirallan Date Robert L Ctadt, P.E. PE *39712 Structural •••• • • •••• • ••• • • • •• • • • • • •••• • •••• • •••• • •••• • •• • • • ••. • I.1 (0,81 or 82 1 1/2" NOM. GLASS BITE s—� n rl rm r 33,84 or 85 +-- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1 .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS \l 5/16" NOM. i _- X11 LA /NAT 1Y-- G- tASS -_ 86,87,88 or 92 i 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASSA 13/16" NOM. 1/2" NOM. GLASS BITE t 1/2" NOM. GLASS BITE A NOTE: LAMI IG OUTBOARD LUTES MAYBE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR 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 7/16" LAMINATED GLASS (39,90 or 91 13/16" LAMI IG GLASS W/ 5/16" LAMI 1 1/2" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAM/ IG GLASS W/ 7/16" LAMI Word ins &widow &Nod Ey. FJC Dam: 11 /13/08 ADD ITEM 92 TO 5/16 LAM! LG. GLASS (AAA) & LAM 11G NOTE Reader FJC Dam: 1,241116 fintskeic A NO CHANGE THIS SHEET F.IG 9/1/05 ameba isx J.J. Dage 2/23/07 I 1070 TECI9VOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PAGT Visibly Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 2 d 11 4040 -20 Aft B • • • .. • • • • • • .... • .. • • • • • .. .. • PRODUCT REVISED o R*I awith titnod& Acceptance Na R ration Owe f'r?'7 Robert L Clark, P.E. PE 939712 Sbuctural .... • • • ... • • .. • • • • • .... • • ..... • .. .. • .... • 41111\_i ci►7at11,11:1AIN•iw' 1 liT /I :IL • .BASED ON-FLANGE rWtDTH s .s GLASS TYP TIP FRAME DIMENSIONS' r . is +80.0 (WINDOW HEM- Fib - -� „ 88" 70" A00 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" 52" 53 118" A,B,M A A,B,M A,B,M ® +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 72" +80.0 -80.0 +80.0 -80.0 74" +80.0 -80.0 +80.0 -80.0 76" +80.0 +79.0 -80.0 -79.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 75.4 +74.0 -74.0 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 50 5/8" 63" ' 72" 74" 76" 48" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 1 -70.0 52" A,B,MA +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 -87.6 53 1/8" A,B,MA +80.0 -80.0 +80.0 - -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -85.5 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0, -80.0 +80.0 -80.0 , +70.0 -70.0 +70.0 -70.0 , +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 1 /8" 53 1/8" D,E,F,J,K,L +80.0 1 -80.0 22 11/16" +80.0 -80.0 28 3/16" I 33 3/4" +80.0 -80.0 +80.01 -80.0 39 5/16" +70.0 1 -70.0 4413/16" I 50 3/8" +70.0 ` -70.0 +70.0 1 7a 55 15/16" + -70.0 +70.0 -70.0 TV? E& i TEST t RTS-2 TABLE 4. A. 5/16" LAIN Imo- f118"A B. 5/16" LAMI - (1/8 "A,.090,1/8 "HS) C. 5/16" LAMI - (1 /8 "HS,.090,1 /8 "HS) D. 7/16" LAMI - (3!16 "A,.090, 3/16 "A) E. 7/16" LAMI - (3!16'A,.090, 3/16"HS) F. 7/16" LAMW - (3116 "HS,.090, 3116 "HS) G. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,118 "A). H. 13116" LAMI 10 - 118"HS, AIR SPACE, 5/18" LAMI - (1 /8 "A,.090,1 /8"HS) I. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1 /8 "HS,.090,1 /8 "HS) J. 13/16" LAMI IG - 118"HS, AIR SPACE, 7116" LAMI - (3/16 "A,.090, 3/16 "A) K. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 7/16" LAMI - (3!16 "A,.090, 3/16 "HS) L 13/16" LAMI IG - 1/8 "HS, AIR SPACE, 7/16" LAMI - (3/16 "HS,.090, 3116 "HS) M. 13/16" LAMI IG - 1 /8 "A, AIR SPACE, 5/16" LAMI - (118 "A,.090, 1 /8"A) -1<11-484 7-i- 4648,47234957 FTL- 4647, 4648 FTL- 4647, 4648 FTL -4845, 4885 FTL -4845 FTL -4645 FIL -4646, 4723 FTL -4646 FTL -4646 FTL- 4649, 4650 FTL- 4649, 4650, 4958 FTL -4649, 4650 FTL -5063 W HT. HT. "0" MEETING RAIL "X" "O" MEETING RAIL S S H "X" "O" MEETING RAIL 0"3/4 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. A, 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. WHT. MINUS SASH HT. H F.K. AIM ay: Rased Mc Rood Ely FJ( Draw Br FJ( Oster r 11/13108 Mix =4108 UPDATE TOASTMF 1300.02 REMOVE -RD V/EW SASH HT REr A?LE2 REVISED CUSTOM FORAMATDPSI ADDINT. PIN. UPDATE TEST NOS ADD FTL-4723 TO GLASS TYPESA AND G. 911/05 J.J. Dabx 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 94274 Visaly Better DESIGN PRESSURES rs. ALUM. SINGLE HUNG WINDOW, IMPACT SH700 ew• NTS Mee 3 a 11 4040-20 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • e • • • •• • PRODUCT REVISED eemoplyies with tit Medic Aseepeakeee Espirstioa Doe .r.:171,11 r, .04 za/ Robert L Clark, P.E. PE #39712 Structural •••• • • •••• • • • • • • • •• • • • • • •••• • •••• • •••• • • •••• • •• • • • ••••. SEE DLO TABLE 4 1 SEE DLO TABLE (MAX.) 49 5/8" MAX. FIXED DLO (ALL) 1 53 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH An I 75" MAX. I.F. 1 A D HEIGHT SEE DLO TABLE 76" -I FLANG to HEI HEI HT \\ \\) f HEIGHT SASH SEE DLO TABLE 38 7/16" 48 1/4" MAX. _. -_ VENT DLO (ALL) DETAIL Al 11 � 1 SEE DLO TABLE 1 1 SEE DLO TABLE 75" MAX. I.F. HEI HT A 76° MAX. FLANGED HEIGHT .+L O 75" MAX. I.F. HEI HT A 76" MAX. FLANGED HEI HT S1E NO E4 DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE 1 1 75" MAX. I.F. E - HEI HT 20" 4 SASH SEE DLO TABLE HEIGHT �- B+ DETAIL D VIEW (CUSTOM SASH) 20° SASH HEIGHT A 76° MAX. FLANGED • HEI HT DETAIL E RADIUS TOP {CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A, 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A SEE DLO TABLE SEED LO TABLE 75" AX. I.F. HEI HT A 76" MAX. FLANGED HEI HT 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 1/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/16" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 271/8" C 27 7/16" 271/8" D 163/8" 15 3/4" E 163/8" 153/4" TABLE 5. Dais; Ida,: FJG 71/13106 Read*: Ws: FK 1124!06 Won Deis: FK 9/1/V5 Rotator B Revkloas A owlets ay: J.J. ADD INTEGRAL FIN (7.F.) VERSION, CHG. NOTE 3 ADD NOTE4 NO CHANGE THIS SHEET Daft 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 Visibly Better ELEVATIONS TN* ALUM. SINGLE HUNG WINDOW, IMPACT a.re°sa rke SH700 Boric NTS Bale 4 av 11 4040 -20 • • • • • .. • • • • • • .... • .. . • • • • • • .. • PRODUCT REVISED es comfdyies wk8 die Nadi Balding Cede Aseeideatee .04 Robert L. Clark, P.E. PE #39712 Structural • • • ••• • • • • • .. • • • • • • • • • • .... • • • • •••• • . •••• • • • • • • • • MAX. HEIGHT i+-'-- 2.784" INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INS IDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16 MAX. FIXED LITE DAYLIGHT OPENING 1 2.710" 7,8 OR 17 MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A-A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS A, INSIDE OUTSIDE MAX. VENT DAYLIGHT OPENING HEAD `IAMB OUTSIDE 2.330" (LOW SILL) SEE NOTE ABOVE i SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY 2.946" (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY 2.710" FME oUTSIDRAE i 0 0 Mg I 0 0 SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) mar Dag FJG 11113/08 Rowdily: Ws: FK 1124106 ONWn By; Doc FK 9'1105 ADD IF. SECTIONS & CONSOLIDATE SAL COMPONENTS toiltsionse A QsdasdE J.J. NO CHANGE THIS SHEET 2123/0. 123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pic" Visibly Better SECTIONS 7srx ALUM. SINGLE HUNG WINDOW, IMPACT fieriestedak 314700 ante: Half Oast 5 x+11 Awing •a 4040-20 • • • • ••• • • •••• • •••• • • •.•• • • ••• • • .• • • •• . • • • • • • • • • •••• • • • •• •• ••.• • • • • • • .••• • a • • •••• • • • •• • • •• • • • • .. • PRODUCT REVISED es eumplydsg while FIK,idr &Win Cede Actcpbsce No G/7 Robert L. Clark, P.E. PE 939712 Structural • •• • • • ITEM DWG# DESCRIPTION 1 4002A FLANGE FRAME HEAD 2 1155 #8 X 1.000 QUAD PN. SMS 3 4003C FLANGE FRAME SILL (LOW SILL) 5 1626 ADHESIVE OPEN CELL FOAM PAD 6 4004 FLANGE FRAME JAMB 7 4025 SASH STOP 4026 SASH STOP (EGRESS) 1.125 LONG PGT# 612225 781 PQA 612226 7PAD1626 612227 612244 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 10 1080 11 BALANCE COVER, 3/8" OR 5/8" #8 X.750 PH. PN. SMS 12 13 BALANCE BOTTOM BRACKET 1085/1086 SASH TOP GUIDE 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 16 1080 -1 BALANCE COVER, 11116" 17 4053 SASH STOP COVER 18 4029 -1 SASH BRACKET 19 #8 -32 X1/2" LG. PH. FH. TYPE F S. STL 21 4054C FIXED MEETING 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 (LOW SILL) 30 1226 WSTP., BULB VINYL 31 4008 SASH SIDE RAIL 34 1268 SASH FACE GUIDE 35 1622 LAM SETTING BLOCK 3/32" X25/64" X1" 36 1052 LAM IG SETTING BLOCK 1" X3/4" X1/16" 6BALCVR916 7834AA 7BALTBKT 42504 78X1FPAX. 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64006 67516G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 37 1224 VINYL GLAZ BEAD BULB (THICK) 38 1225 VINYL GLAZ BEAD BULB (THIN) 41 4039E GLAZING BEAD, 5/16 LAM GLASS. 42 40446 GLAZING BEAD, 5/16 LAM W/GRILL KIT 44 4222A GLAZING BEAD, 7/16" LAM 45 985C GLAZING BEAD, 7/16" LAMA W/GRILL KIT 46 4067 GLAZING BEAD, 13/16" LAM I.G. 47 4071A FRAME, I.F. HEAD 6TP247W,K 6TP248K 64039E 644703 64222 6985 64067 64071 48 4072A FRAME, I.F. LOW SILL 49 4073A FRAM/_, IF. HIGH SILL 50 4074B FRAME, I.F. JAMB . 52 4009 SILL LATCH (EGRESS) (LOW SILL) 53 1088 SPRING, SILL LATCH (EGRESS) 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 55 1014 SCREEN FRAME (HOR. & VER.) 56 1630 SCREEN CORNER KEY WRINGS 57 1631 SCREEN CORNER KEY W/OUT RINGS 58 1073 SCREEN SPRING 59 1624 SCREEN SPLINE - .135 DIA FOAM 64072 64073 64074 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K Nand Hy Rend By FJC Date Dade 11 /13/06 Rewoone 13 ADD 1.F. FRTMEHEMS 7, 48, 49 AND 50. UPGRADE 1TFA421. ADD 1TEM92. CHG. DESGR1P77ON ITEMS 7,9 & 13 Readily: F.K Nee 1/24/16 geffeloric A NO CHANGE 7111,9 SHEET F.K Date 9/1X15 rxrdr.d9y. J.J. Dee 2123/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 ITEM 60 61 DWG# DESCRIPTION 1635 63 505 64 1161 SCREEN SPLINE - .135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X .500) #6 X 1.000 PH. BUGLE TEK PGT# 61635K 61816 6533402 706X1 67 GLAZING TAPE, 1/16 X 1/2 - 7/16 LAM 625V1510 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 5/18" LAM, (1/8 "A,.090 P1B,1/8 "A) 81 B. GLASS, 5/16" LAM, (118 "A.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAM, (1/8 "HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAM, (1/8"A.090 P1/8,1/8 "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" LAM IG; 1/8"HS, AIR SPACE, 5/16" LAM. (1/8 "A.090 PVB,1/8 "A) 87 H. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 5/16" LAM, (1/8 "/,.090 PVB,1/8"HS) 88 I. GLASS, 13116" LAM IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8"HS,,090 PVB,1/8 "HS) 89 J. GLASS, 13/16" LAM IG; 118 "HS, AIR SPACE, 7/16" LAM, (3/16 "A.090 PV13,3 /16 "A) 90 K. GLASS, 13t16" LAM IG; 1/8"HS, AIR SPACE, 7/16" LAMI, (3116 "A.090 PV8,3 /16"HS) 91 L. GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 7/16" LAM, (3/16 "HS,.090 PVB,3 /16 "HS) 92 M GLASS, 13/16" LAM IG; 1/8"A AIR SPACE, 5/16" LAM, (1/8 "/,.090 PVB,1/8"A) 2.784 4 1. 0 .082 FRAME, I.F. HEAD #4071A, 6063-T6 FRAME, I.F. LOW SILL #4072A, 6063 T6 • • • • • • •• • • •••• • • •• •• • • • • • • • . • •• . •••• • • • ••• • . • •• • •+ • • • • • • • • •••• • • •••• • • •••• • •• • • • •••• • • • .• • • • • PRoDSCT REVISED as emptying with Se Markle Rattling Cede Acupimace Na tke Date .062 NOM THICKNESS 71 FRAME, I.F. JAMB FRAME, I.F. HIGH SILL #40748, 6063 -T6 #4073A, 6063 -T6 (USED AS RADIUS TOP HEAD) PG" Visibly Better Daealptiar PARTS LIST >arR ALUM. SINGLE HUNG WINDOW, IMPACT /7/ s.+,.e NTS Shaft 6 of 11 Avery No. 4040 -20 Robert L. Clark, P.E. PE #39712 Structural I-+- -- 2.784 1.363.s .062— �-�-+- FLANGE FRAME HEAD #4002A, 6063 -T6 .062 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) .062 FIXED MEETING RAIL #4054A, 6063HD T4s. ►-.. 2.784 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 2.830 2.330 FLANGE FRAME SILL (LOW) #4003C, 6063-T6 1 -- "--.082 11.490 1+- 1.4514i-1J SASH STOP #4025, 6063-T5 f- +--- 2.279 1.707 .062 SASH TOP RAIL #4006C, 6063HS-T6 .062 .738 SASH STOP COVER #4053.6063 T5 C or 47 SEALANT ALONG ENTIRE JOINT 11 I.F. FRAME (6or5Q SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) • • • • • •• • • •••• • • •••• .678 1.096 k - GLAZING BEAD, 5/16" #4039B, 6063-T5 SASH BOTTOM RAIL_ (Low) #4007, 6063 -T5 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 SASH SIDE RAIL #4008, 6063 -T5 .050 iff.678 1.096 GLAZING BEAD 7/16" #4222, 6063 -T5 .050 "'-a .678 1.115 1 - GLAZING BEAD, 7/16" #985C. 6063 -T5 (USED W/ GRILL KIT) .060 1.096 I m 17 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .678 .683 .050 t�- -1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T5 Ravi Oak Sr Rovistortc m•da F.IC bake 111131(16 8 Rovday: F.K Thomas pee 1126 Defer 911'105 Realm A aimed er UPDATE FRAME CORNER ASSEMBLY TO INCLUDE 1.F. AND UPGRADE ITEM21ALLOY NO CHANGE THIS SHEET Dim 2123/0T OM TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 113GT Visl & Better EXTRUSIONS & FRAME CORNER DETAIL TON ALUM. SINGLE HUNG WINDOW, IMPACT soneede Half 4040 -20 Rya B • • •• •• • • • • • • • • • • •• • PRODUCT REVISED complying with the Mills Raiding Code Aeceptwce Na ratios Date Robert L. Clark, P.E. PE #39712 Structural •••• • • •••• • ••• • • • • • • • • •••• • •j•• • •••• • • •••• • •• • • •• •••• : • 4' HOR QUANTITIES FOR 111 FLANGED WIN1?Gltlt - SUBSTRATE ANCHOR TYPE: - W LWIDTH GLASSi ;TYPE - - 19.125 -, 24.000 32.000 C,D,E,F,G, H,I,J,K,L f 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 28.603 crl cv0`∎O 1 1 1,2 1 1 WINDOW HEIGHT 34.60 40.603 0 CV z 0 1 1:1 0 z 0 1 3 TABLE-5; 52.603 1.2 0 0 IU 1 2 2 0 �z 0 0 1 2.2 58.60 0 Nz 0 0 0 z " O 0 0 -z 0 0 t+'3 0 N o 64.603 76.000 1 1 2 2 2 2 1 1 1 2 1:2 1 1 2 2 2:3 1 1 2 1 1 2 1 1 2 1 1'2 1 1 2 2 2 1 1 2.2 1 2 1 2.2 1 1 2 1 1 2 2 1.2 1 -2 1 2 2 1 2 2 1 1 1 ,2.222 1 1 2 2 2.2 1 1 2 2 2 2 1 2:2 1 2:2 1 2 2 1 2 2 1 2 2 1 22 1 2 2 1 2:2 1 2 2' 1 2;2 1 2.2 0 CNiz 0 1 2 2 1 1 1 22222;2 Zc) BOO 1 1 2.2 2 3 1 1 2.2 2:3 0 N z 0 0 � Z 0 0 1 212 2 2 1 3: 3 1 3 3 i- 1 2.2 2 2 1 2 2 1 22 2 2 1 2 2 1 23 1 2 3 1 2:2 1 22 2.2 2 3 1 2:2 1 1 1 22 2.3 2 2 1 1 2 3 3 3 2:3 3.3 1 2:2 1 2 2 1 3 3 33 1 2 3 1 1:2 1 23 1 1 2 3 2 2 1 2 3 1 23 1 2 2 1 2 3 2 3 3 1 2 2 1 2 1 3 3 3.4 3 2 1 2 3 3 3 4 1 3 3 1 4 4 A,B,M 1 1 2:2 2 3 1 1 :2 1 2.2 1 1 2 3 1 2 1 2 3 1 1 2 3 2 2 37.000 C,D,E,F,G, 1 1 2;2 1 2 1 1 2223 1 1 2 1 2`3 2 2 3 1 2 2 1 2 3 2 1 2 3 2 2 1 2 3 2 2 3 1 1 2 3 2 2 2 2 3 1 2:3 1 33 1 2 3 2 2 3 2 34 1 2.2 1 2'3 1 1 3 3 3 4 3;2 1 1 3 3 3 4 2 2 1 2 2 33 3 4 3 3 3 4 3 5 1 3 3 1 3 3 1 44 2 4.4 A,B,M 1 1 2 2 1 2 1 1 2 2 2 3 1 1 2 1 2 3 2 1 2 3 2:2 1 2 3 2 1 2 3 2 2 2 2 3 2 1 2:3 2 3 2 2 3 2 34 1 2'3 2 2 1 2 3 3 3:4 3 3 3 4 3 5 1 33 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 • 22 1 2 A,B,M 2 2 2.212 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 2 2 2 2 2 2 1 2 2 2 2:3 2.2 2 3 2 2 2 2 3 2 2 2 3 2 2 2 2 3.2 3 2 3 2 2.4 2 2 3 2 3 3 2 3 4 2 3 2 2 3 4 3 5 2 3 3 2 2 3 4 4 5 2 33 2 4 4 2 2 2 2 4 2 3 3 3 2 2 2 2 2 2 2 2 2 3:4 2.3 3 4 3 5 3 :3 3 4 4 5 3:3 4:4 44.000 PSF C,D,E,F,G, H,I,J,K,L 79 2 2 2 2 2 2 1 2 2.2 2 2 2 3 2 2 2 3 F 2 2 3 2 2 223'3 2 2 4 2 2 2 3 3 3 2 2 2 34233:3 2 2 2 2 3 4 2 3 3:4 3 5 2 2 2 2 2 3 3 3 4 4 5 3 4 4 5 A,B,M 48.000 PSF C;D,E,F,G, H,I,J,K,L 2 2 212 2.2 79 2 2 [2 2 2 2 2 2:2 2 3 2 2 2 79 2 2:3 2 2 2 3 2.2 2 3:3 2 2 2.4 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 2 2 3;4 3.5 3;3 2 2 3 4 4.5 2 3 4 2 4 5 2 2 2 2 2-1-2 2 3 22 2 3 2 34 2 2 2'3 33 34 2 2 2334 2 3 4 2 2 :3 2 3 4 2 2 . 2 .- 3 3153:3.3435 2 2 3 2 2 334;5463455 A,B,M 2 2 21222 2 2 212 2; 3 2 2:2 2 2 3 2 2 3 4 2:3 2 3 3 2 2 3423 2 3 4 2 2 2 3 4 23 3.4 2 3 5 2 3 3 2 3 2 2 3 3;43533454;6 2 3.4 2 5;5 53.125 PSF C,D,E,F,G, H,I,J,K,L A,B,M 72 2 2 2 2 2 2 2 2 2T2 2: 2 79 79 2 2 2}223 2 2 2 2 2 3 2 2 2`2 23 2 2 2 2 2: 3 2 3:4 2 3'4 2 2 2 3 3 4 2 2 2 3 3 4 2 2 2 3:4 2`3 3:4 2 2 2 3 4 2 3 3.4 3`4 3 34 323 3 ;3 2 34 .324 3 2 2 3 3 5 3 3 4 4 4 6 3 2 2 3 35334.44;5 2 3 3 2 3 3;44.54:63;45.6 2 2 3 2 3 33 4:5 4 6 3 4 4 5 ANURCMGENOTES. ' 1LANCHOR TYR S: 1,41,11."- ELCO TAPCONS - 2 - 114" ELCO S54 CRETE -FLEX 3 - #12 SCREWS 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 BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A • • BOLD ITALICIZED VALUE ABOVE THEM, INDICATE% • 1 MAXIMUM DESIGN PRESSURE WITH THE NTITY•. • • OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE • MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE 23 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL rrny: Rowdily: FJC Revisions Deft 19/13/08 Rem B REVISE TABLE AND MAX WHERE ANCOQTVIS RESTRICTED BYSIZE. r F.IG Deft 9'24(06 Flindennic A NO CHANGE THIS SHEET Dr.em Sy: F.IC WO5 txrereoaey: Datc2J23107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 BGT Visibly Better ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT sate•tdokt SH700 NTS 8 of 11 4040-20 Rog ••• • ••• •••• • •• • •••• • • • • rltOmmJCT VIStD rs eoplyi REwhb t . Pf�riir tinkling Coda Aoptn No . -, .D6 rattan JMW 7r,T E 12D1/ .,,." l Robert L. Clark, P.E. PE #39712 Structural • .• •• •' -•• • • • • • 000• • • • •00 • • • •• • • • • • 0000 • •000 • • • •00• • •• • • • 0000 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS WINDOW HEIGHT TABLE 6. SUBSTRATE: 29.655 37.155 44.655 52155 59.655 67.155 74.655 76.000 ANCHOR T YP -❑ 0 0 0 0 0 ❑ 0 U ❑ 0 U ❑ 0 0 0 0 0 ❑ 0 0 ❑ 0 0 "OzZc>ONZZc*ONZZ 0.70,,Z Z0.30 z zo O;yzzolONz ,_Zr?ONZi_z WINDOW GLASS N NO ON A 'ONO O 'ONO NO rONO O rON O rON O ONO O O WIDTH TYPE U 0 00 U 0 00 ? U U (...)0 c.) U 0 0 19.125 C,D,E,F,G, 1 1 1 1 H,I,J,K,L 1 1 1 1 1 1 2 2 A,B,M 1 1 1 1 1 1 1.1 1.1 2 2 1 1 2 2 2 2 1 4 1 2 2 2.2 24.040 PSF 79 '1 1 2 1 2.2 1 1 2 1 2:2 1 2 2 1 2:2 1 22 212 1 2;2 212 1 2:2 1 2 2 1 22 1 22 1 2.2 1 2.2 1 2.2 202 1 2'2 1 22 1 2 2 1 2'2 1 3;2 1 3 2 2 2 1 32 1 2 2 1 32 1 3�2 3 2 1 2: 2 1 2 2 1 3.2 1 3 2 C,D,E,F,G, 1 1 1 1 H,I,J,K,L 1 i 1 1 1 1 2 2 111 1 1 2 2 2 2 1 2 2 1 2: 2 1 2 2 1 2 2 1 2 2 1 1 2 2 2.2 1 3 2 1 3.22232 1 3 2 2 2 3.2 1 32 2 2 1 3 2 32.000 A,BM 1 1 1 1 1 1 1 1 111 1;1 1 1 2 2 1.1 2.2 2 2 2 2 PSF 68 77 1 2 2 1 2 2 1 1 2 2 2 2 1 2 2 1 1 1 2'23232 2 1 1 1 3 2 3 2 2:2 1 1 1 3 2 3.2 2.2 1 3 :2 C,D,E,F,G, 1 1 1 1 1 H,I,J,K,L 111 1 1 1:1 2.2 2. 2 37.000 1 1 2 2 2 3 1 2.2 1 2,2 2 3.3 2 2 3 3 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2:2 2 3 2.2 2'2 PSF 59 67 79 2 1 1 3.3 2 2 3 3 323 2 3 3 1 1 323,3 1 1 3 2 3 3 1 3,3 1 3 3 212 212 313 313 1 4 3 1 3 2 1 4.3 1 43 1 3 2 1 4 3 413 413 312 1 3 2 4 3 1 4;3 C,D,E,F,G, 1 1 1 2 1 H,I,J,K,L -11-1- 1 1 111 2 2 2 2 1 2 2 2 2:3 1 2 2 2 2 3 2 3 3 1 2.2 2 3 3 2 3 3 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 3 2 2 4.3 A,B,M 40.000 1 1 2 1 2 2 2 2 2 2 2 3 2 2 2 3 PSF 54 79 62 79 2 1 2 3 3 2 23 3, 2 1 2 3 3 3 3 4 3 2 1 2 3 3 3 2 3 3 2 1 2 4 3 3 2 4 3 2 1 2 4:43243 C,D,E,F,G, 2 2 H,I,J,K,L 11 1 I 1 1 1 A,B,M 44.000 2 2 2 2 2 2:2 2.3 2 2 ;2 2 3: 3 2 3 3 2 2:2 2 3 3 2 4 3 2 3 3 2 4.3 2 3 3 2 3 3 2 4 3 4 4 2 3 3 2 4 3 4.4 2 3 3 5 3 _2 2 2 2 1' T1 1112222 PSF 49 79 56 79 2 2 2 2 2'223223.3 79 2 2 2 3 3 2 2 3 3 2 2 2 433;343 2 2 2 333;34:3 2 2 2 4:4 3,3 43 2 2 2 4 4 3:3 5 3 C,D,E,F,G, 2 2 2 2 2 H,I,J,K,L 111 1' 1 1 I 1 22 2 2 2 2 2(2 3 3 2 2'2 2 3 3 2 3;4 2 2 3 2 33 2 4.4 2 3 3 2 4. 3 2 4:4 2 2 3 3 4 :3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5:4 A,B,M 2 2 2 2 2 1 j1 11 1 i .11 212 2 :2 2 2 2`2 3 3, 2 2 2 2 33 2 2 2 3 4 2:3 3;3 2 2 2 4:4 3 3 43 2 2 443:3 2 4 3 2 2 2 4 4 3 3 413 2 2 443:35:4 48.000 PSF 45 74 51 74 C,D,E,F,G, 2 2 2 2 2 11111121222 79 79 A'B'M ,_ 2 2 2 2_ 2 111 1�1 111 212 2.2 2 irk 31 3 2 2 2 313 2 2 2 2 2 2 33 2 3:3 2 3 4 2 3 4 2 3 3 2 3 3 2 33 323 3 4 4 3 44 2 3 3 2 3:3 2 44 2 4 4 2 Z 4:4 4�4 3 3 3 ?3 2 4.4 4. 24 3 4:4 3 44 2 4 :3 423 2 54 2 5 :4 3 4 4 3 4.4 2 43 2 4 3 2 5 :4 2 5 :4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 53.125 H,I,J,K,L 1i1 111 11 212 2:2 212 313 3 3 3,3 2 2 2. 2 2 2 3 2 A,B,M -[1 111 111 1 1 2 2 2:2 212,3;3 3 3 3 4' 4 2 3 3 3 4 4 2 3 3: 3 4'4 2 3: 3 3 4:4 3 3 4 4 4.4 2 3- 3 2 3 3 3 4 :4 4.4 3 3 4 :4 2 3:3 3 3 4 :4 4.4 2 3 ;3 3 5 5 2 3 4 4 .5 :4 2 3 3 2 4 3 514 5 5 4 3 3 5 4 5 4 4 3 3 5 3 5 4 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 FOLLOWING DIMENSIONS: HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. AABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A • • BOLD ITALICIZED VALUE ABOVE THEM, INDICATE • • : MAXIMUM DESIGN PRESSURE WITH THE QUANTITY• • • • OF ANCHORS SHOWN IN BOLD. OTHERWISE, TH6 • MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF (DP LIMITED). HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL •••• • • •••• • • •• •• • • • • • • • • • • •• • PRODUCT RCVLSEU as cesepbgieg wigs She Thrift Bad Cade Aceepcee bate (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG., RAIL Revel BF Raved By. F.K er F.K REVISE ANCHORAGE TABLE AND NOTES. B ADO DP MAX WHERE ANCHOR QrYIS RESTRICTED BY SIZE brawn Op F.K 7!19/15 Fumigate A NO CHANGE THIS SHEET GrodmdBy: Dada; J.J. 2/23/07 1074 TECHNOLOGY DRIVE NOKOMIS, F7.34275 P.O. BQX 1529 NOKOMIS, FL 34274 ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better • NTS smut 9 or 11 Waft gm 4040-20 xI47 Robert L. Clark, P.E PE #39712 Structural • .•• • • •••• • ••• • • •• • • • • • •••• • •••• • •••• • . • •••• • •• • .• • • r••• ANCHOR QUANTITIES SUBSTRATE: -•.,� ANCHOR TYPE: < ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28211 33.754 39.296 44.839 50.382 55.925 O tc Q 2 CONC U �z Uy a c4? CO 2 1 CONC 1 CONC 0 co. 0 NOO 2 CONC 1 CONC 0 « O N 2 CONC U ON `z O c? O ?s 2 CONC U z �O 2,3 WOOD 2 CONC U z ` oN0 0 c? O CONC 1 CONC 0 Cl. 0 N 2 CONC Tz O WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2, 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24 000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D, E,F,J, K,L 1 1 1 1, 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3, 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 T 2 2 2 2 T 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,K,L,J, - -. 1- 2 2 3 3 3 4 4 4 5 4 5 5 4 6 1 1 2 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1_ ------ 2 2 2 3 3 .._.3 4' 4 4 5 4 5 6 5 6 fi 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE: \ 12.776 ANCHOR TYPE 0 01 N WINDOW WIDTH Z � 0 15.776 18.776 21.776 24776 27.776 30.776 31.106 0 z 0 cn 0 z N � z r o M 0 0 N 0 0 19.125 1 1 1 2 1 2 1 24.000 2 1 1 2 1 2 2 0 r 4 0 t11 0 U 0 co O N � U O z r criO N Q 2 2 2 2 2 2 2 2 2 2 NZ O U 2 z U el 0 N p 0 N z 0 8 2 2 2 2 2 2 2 2 2 2 2 32.000 2 1 2 2 2 2 37.000 79 40.000 44,000 2 1 1 1 2 2 r2T2 2 74 2 2 2 3 2 2 3 3 2 3 3 2 2 3 2 2 3 2 2 3 4 2 4 2 3 2 j 3 3 2 3 3 .3 1 3 31313 4 1 3 1 3 4 ( 3 j 4 2 2 3 1 2 1 3 3 1 2 48.000 53.125 2 1 2 ] 2 2 2 E2 73 2.212 68 2 63 2 58 2 2 2 2 78 2 72 2 66 2 _ 1 3 2 3 79 3 2[3 72 3 3 ] 3 3 1 3 1 3 4 T-3 1 3 4 1 3 1 4 3 ( 3 3 4 F3 T-5 4 13 j 4 4 [ 3 ( 4 4 1 3 ' 3 4 314 413(4 4T3f4 4 314 5 1 3 4 5[314 5 TY1 4 5I3J5, 5 1 3 ( 4 5 1 3 1 4 5 315 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 18112" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW tgak WINDOWS ARE 12 5/8" MIN. TO 38" MAX. iTABLE 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 A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMA • DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS • SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN •: PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 TABLE 8. KEY: MAX. PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG, RAIL 112 2 2 Road Syr Deg ReaQBr FJC Doh: 11/1514)6 ldswalonc B REVISE ANCHORAGE TABLE AND NOTES ADD DP MAX WHEREANCHOR QTY IS RESTRICTED BY SIZE Rend Ary: FJC Dawn Eir F.K Affix 1/24,06 Mier 7/29/05 gevisicair A NO CHANGE THIS SHEET Ch. * Jb Deb: I JA 2!23/07 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1E28 NOKOMIS, FL 34274 Visibly Better ANCHORAGE SPACING, CUSTOM VIEW 17a¢ ALUM. SINGLE HUNG WINDOW, IMPACT asisysiost 311700 Salt NTS shoat a d 11 4040 -20 • • • •••• • • •••• • • •• •• • • • • • • • • .• •• • PRODUCT REVISED as romp/yin wifi Ihe!bens Sodding Cede Acceptance E 3r rwitatt c ,,_I .21G>! 711.4 •tab 2Dtl /41 7 R rt L. Clark, P.E. PE #39712 Structural •••• • • .•••- • ••• • • • •• • • • • • •••. • •••• • • • •••• • •• . • ,• • ••• • • 3.35 KSI MIN. CONCRETE • OPTIONAL 1x WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR (ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK A,(SEE NOTE 4) • • % i 3J8" MIN., 1/4" TAPCONL, •` •1.3/4" MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM 1/4" MAX. SHIM DE ITA-71-7---All WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL B 1 3 /8" MIN. 114 "J MAX. SHIM LTYPTCAL FLANGED HEAD ASI-M3RAMI7 A 1 1/4" I_.-_I MIN. • :r1 « . !W■ R1 ❑, i'11111 N!r [elf •,,111, i 111,t • . :: ■ 3.35 KSI MIN. CONCRETE • OR 1.5 KSI MIN. CMU 1• • .13? DIA. MIN. x 2 1/2" NAIL, AT CORNERS 1 AND 5" O.C. 'INItI 11� I _Y_ "-j 1/4" 11 MAX. SHIM 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)A, , 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL D TYPICAL 1 ANGED JAMB ANCHORAG 1/4" MAX. -ft- SHIM MIN. g QTE 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" 554 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 APPUCATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. • • 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRtn EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) WOOD FRAME DETAIL F, (HEAD) .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MI ! r)i�iii�{min IA. N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL 0, (SILL) 1/4" MAX. SHIM WOOD FRAME Rawd I Defix R•v dtlp: FJC 11/13/08 Rawl By: DOW F.K 1s24100 rn>3"avBr We: F.K. 9/1/05 R B ADD INTEGRAL FINANCHORAGE UPDATE & REORDER NOTES.1070 TECHNOLOGY DRIVE ADD NOTES T. UPDATE CONCRETE EMBEDMENT DIM. NOKOMIS, FL 34275 Roomy A Medal ftr ADD NOTE 6 RE FLAT HEAD ANCHORS 2/23/07 P.O. BOX 1628 NOKOMIS, FL 34274 Et1 Visibly Better ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT arkialoge Sx700 /l1 ltr `S9 Sheet 11 or 11 Rook g No. 4040-20 ••• • ••• •••• l• • • •• •l •••• • • •j. • • • • • • •• • PRODUCT REVISED w11:I1erieli8 Exotica* Date VWIF. .7 -011 mat J "Lsie Dart • T Robot L. Clark, P.E. PE #39712 Structural •••• • • •••• • ••• • • • •• • • • • • •••• • •••• • •••• • • •••• • •• • • • ••••