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WS-10-1289111 Ivo BUILDING PERMIT APPLICATION FBC 2001 $ Value of Work For this Permit X// / e Total Fee Now Due $ (Continued on opposite side) • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 10(NroPinT BY: Permit No. I 0 1 Master Permit No. 1 Permit Type (circle): Building J 1 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) � /C44 e/ C//f117 Phone # (.3 05) ) l.Q —4 4(.4 r Owner's Address / 01.2 54/ i2 /D 9 '' ' 7/ e.0 City" - vi' ; 4 e S State /:::C.. Zip 3 /6 / Tenant/Lessee Name Phone # Job Address (where the work is being done) / $‘/. iV e `e 1 f 5 e City Miami Shores Village County Miami -Dade Zip 3 3 l6 / Is Building Historically Designated YES NO V Contractor's Company Name ate .. .,✓e ois-s-Ade:e4Phone # ti 6 $ � /"L Contractor's Address 3 G 6 U A/ .64.. 5/ sC47172 -e - r City �1 ! % State/ Zip 43 4/.2 er` .(,�.1 // //if/4e7-..f — '2/ 2 Qualifi �?»f State Certificate or Registration No. Certificate of Competency No. / 7 7 6 7 Architect/Engineer's Name (if applicable) 410)4E It S Phone #007) X 4 3 " 3X., i Square Footage Of Work: Type of Work: ['Addition ['Alteration ❑New Repair/Replace ❑ Demolition Describe Work: /3 / 7"!, l rt' oci /o7s * * * ** * * * * * * ** ** * * ** ** * * * * ** Fees * * ** * * * * ** * ** ** * * * * * * ** * *,e ft * * * Submittal Fee $ 6), Permit Fee $______ CCF $ • CO /CC Notary $ '? 9 Training / Educat i on Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City, State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY. BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of ch posted notice, the inspection will not be approved and a reinspection fee will be charged. - The foregoing day o1' -T"Y Signature Signature Owner or Agent ent was acknowledged before me this 20/D b 3r222tc& e/C- who 1s pe s hall '� .. � own to me or who has produced As identification and who did take an oath. Print: NOTARY p gt;IC -SUIT N FLORIDA My Commission Exg G joria Coto >. ,, : Cmiss #DD882215 * * ** * * * * * * * * * * ** . ° a AeeY om c x 1 * * * * * * * * * * ** BONDED THRU ATLANTIC BONDING CO., INC. Cho 05/13/03 APPLICATION APPROVED BY: The foregoin instrument was acknowledged before me this day of 20P , byllidfi r, ,/104l'- W-2) who is personall known to me or who has produced ' dentification and who did take an oath. NOTARY PUBLIC: Sign: Contractor f•STATE i , t � ± oria Co Gloria ( � aptg >ll � d ,, Coaunissioid #' - - 15 *'B�f 1vl7ED ' UA `�' TLANI IC * DING .,INC. BONDEDTH5UATLANTICBC.._ . ei C. * ********************** *** ** ******** *** ** * *** *** ********* **** *** ** ***** ****** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LIR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MMIDDIYYYY) POUCY EXP (MMIDD/YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR 0L00068813 4/20/2010 4/20/2011 EACH OCCURRENCE $1,000,000 X PR S RENTED PREMISES E ( (Ea occurrence) $ 100, 000 CLAIMS-MADE X MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APP PER: POUCY n IEC I ( I LOC PRODUCTS - COMP /OP AGG $2,000,000 7 $ B AUTOMOBILE LIABILITY ANY AUTO ALL ONMEDAUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CA 0004471 7 4/20/2010 4/20/2011 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ B x UMBRELLALIAB EXCESS LAB X OCCUR CLAIMS -MADE UMB0002258 7 4/20/2010 4/20/2011 EACH OCCURRENCE $3,000,000 AGGREGATE $3,000,000 DEDUCTIBLE RETENTION $10,000 $ X $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N l A 001 -WCO8A -42367 3/1/2010 3/1/2011 X WCSTATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $1,000,000 IN I E.L. DISEASE - EA EMPLOYEE $1, 000, 000 below E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Addhlonal Remarks Schedule, If more apace Is required) I 0/444 1 4 " ....."'" 41 -- '" --- Miami Shores Village 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE AC D CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION 15 WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NSI Insurance Group 8181 Northwest 154th Suite 230 Miami Lakes FL 33016 INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 St Miami FL 33142 cNAAMME: Laura Cardoso (NC No 305- 556 -148A X242 (IC, No):305 -556 -3680 E RESS: laurac@nsiqroup . orq PRODUCER CUSTOMER ID #: 656 INSURER(S) AFFORDING COVERAGE INSURERA:National Trust Ins Co (FCC) INSURERB:FCCI Commercial Ins Co INSuRERe:FCCI Insurance Co INSURER D : INSURER E : INSURER F : DATE (MMIDD/YYYY) 7/9/2010 NAIC # 20141 33472 10178 COVERAGES CERTIFICATE HOLDER CERTIFICATE NUMBER:20374 • ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /l' 2/gt. •XD) STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. This Notice of Commencement should be recorded at: The Clerk of Courts Miami -Dade County Recorder Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128 1. Legal description of property and street/address: /9'/ /✓ -= /0 s 7 S.O xe i �C ,34 / 2. Description of improvement: NOTICE OF COMMENCEMENT 3. Owner(s) name and address: l Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is spe led) Signature of Owner Print Owner's Name Sworn to and s ,4 ‘s+.e/e/I eve Notary Public Print No My commission expires: mire/ putiLte,9TAT lulorla Colo Commission #DD882215 Expires: JULY 12,6013 BONDED TIIRU ATLANTIC BONDING CO., INC. Prepared by 111111111111111111111111111111111111111111111 CFN 2010R0415709 OR Bk 27326 F's 15671 Ups) ) RECORDED 06/21/2010 10:44:59 HARVEY RUV'I{1r CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 20/ (Seal) Scheduled Inspection Date: September 29, 2010 Inspector: Bruhn, Norman Owner: CLAY, MICHAEL & GENEVIEVE Job Address: 141 NE 109 Street Miami Shores, FL 33161- Project: <NONE> Building Department Comments September 28, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-148586 Permit Number: WS-7-10-1289 Contractor: COCONUT GROVE GLASS AND MIRROR CORP. For Inspections please call: (305)762-4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number 305-756-9832 Parcel Number 1121360040520 Phone: 305-634-3420 14 IMPACT WINDOW OPENING Passe( 9 ,29(9_ Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Inspector Comments Page 3 of 17 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildinecode 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 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: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Mime Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos 8. Rionda, P.E. 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, 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, dated 03/08/2006, signed and sealed by Edmunds Largaespada, P.E. (Submitted under NOA# 06 0405.06) 3. 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, 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 - 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control 5 NOA No 07-0 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT 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 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03 - 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL 5330, issued by Fenestration Testing Laboratory, Inc., dated 07 /18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06 - 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Analysis by: E. LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: MIKE & JENNIFER CLAY 141 N.E. 109 ST MIAMI SHORES, FL. 33138 Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or I Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (2 Width Paral. To Wind Dir (L Building 146 II C 1 4.0 18.4 Hipped 0.85 9.00 15.00 12.00 44.00 55.00 mph Hz :12 Deg ft ft ft ft ft Type of Structure Height/Least Horizontal Dim Flexible Structure 0.27 No Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 m zm Lzm Q Gust2 Zmin Cc * (33/z) ^0.167 I *(zm /33) "Epsilon WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Ise 0t Rigid'.. (11(1 +0.63* ((B +Ht) /Lzm) ^0.63)) ^0.5 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) la►t Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = zg = At = 0.105 Bt = Bm = Cc = I= Epsilon = Zmin = 9.500 900.000 1.000 0.650 0.200 500.00 0.200 15.00 ft ft ir± Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 0.85 15.00 0.2281 427.06 0.9225 0.8842 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 ft ft 7/2/2010 Page No. 1 of 2 Component Width (ft) Span (ft) Area (ft^2) Zone GCp Wind Press (1b/ft^2) Max Min Max Min MKS. "C,D & E" 10.00 4 1.00 -1.10 46.46 -50.40 10.00 5 1.00 -1.40 46.46 -62.21 MARK "B" 19.00 4 0.95 - 1.05 44.52 -48.46 19.00 5 0.95 - 1.30 44.52 -58.33 MARK "F" 29.00 4 0.92 -1.02 43.25 -47.18 29.00 5 0.92 -1.24 43.25 -55.78 MARK "A" 39.00 4 0.90 -1.00 42.35 -46.29 39.00 5 0.90 -1.19 42.35 -53.99 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4. 4.40 ft a a Hipped Roof 7 < Theta <= 27 4 -_> Double Click on any data entry line to i Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 7/2/2010 Page No. 2 of 2 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.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 all 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 SH -700 Aluminum Single Hung Window - L.M.I. 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 RATING: Large and Small Missile Impact Resistant LABELING: Pac,h 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 - and E - 3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 - 20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Per " Product Control . � � ' er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS - 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. IrrL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel Per • . Product Control er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-:4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 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 uel ' P.E. Product Contr ' er NOA No. �+ • x.22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 ■ GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2 LITES OF 1/8" ANNEALED GLASS W T T A .090 DUPONT BUTACrTE OR SAF_EX. /KEEPS. E IV CVE NTCP._r.'• ./Eo B. 16 LAtvl. CO: \SSTAG OF ` <i E 31 Li T_ :�..: �„ ST ?. r.ENED GLASS v,171-: A .v9C DL. " _` F .KEEPSA ��y �. f;;�., ": �:�:v T .^_uT.�,CiTE OR .�,. _i =X: MAXIMUM PVB INTERLAYER. MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W!TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16" LAM! 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" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116° ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S-- F-EX/KEEPSAFE MAXIMUM PVB INTERLAYER 1. 13/16" LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318° AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI IG: (1) UTE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 1/4' AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACTTE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYE'c. K. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116* ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAM! CONSISTING OF (1) LIE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI IG: (1) UTE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LTTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 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. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOD: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CENT. ft: p GION4NQh?41AJNG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Revs# By •FK Revd BY F.K. Rend By: F.K. Oman Br F.K Data: 4/15/07 DOW 10/17/06 Date: 5113#06 tmtee 2/28/06 ReM57onr 8 A aeesr J.J. ADD FTL-5330 TO NOTES 7& CHG. NOTE8 TO CURRENT EDIT. CHANGE TOASTM E 1300 -02 ADD AIR SPACE DIM. NOTE 1. TECH. REF. NOTE 78 NOTE 8. 3/23/06 1070 TE:34NOLOGY DRIVE NOKOMIS, FL 34275 P.O. LOX 1529 NOKOMIS. FL 34274 P ST Visibly Better Assripeorn GENERAL NO`T`ES" - mr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ,w+mama.t HR 710 Satke NTS Sheet d 11 4127 - -10 SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES._ 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE ......8 -11 PRODUCT REVISED as complying with die Florida 1:v7cl_a, Codc A L; "woe No 0 Exiirsma Dal; 1 Di 0 L pats, F.E. PE #39712 Structural C. 5/16" LAM! 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) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 7/16" 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 NOA DRAWING MAP RersdBr FK Fend Br FX Pend F.K 66,67,68,69,70,71 Dab: 4/15/17 Daze: 10/17!!16 Dab: 5/13/06 for - a— 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8' OR 3116' ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI 1G GLASS WI 5/16" LAMI C Revisloas B Revisions A •■•■•••••■01••■ Drawn 8y. Gab: ChecJeedar ma Fit 2128/06 J.J 3123/06 1/2' NOM. GLASS BITE NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI IG DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 3OX 1529 13/16" LAMI IG GLASS W/ 7/16" LAMI visibly Better (2,73,74,75,76, 3/16' ANNEALED OR HEAT STRENGTHENED GLASS _090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3116" OR 1/4' AIR SPACE 1/8" or 3/16' ANNEALED (MIN.) GLASS 13/16" NOM. D000notier GLAZING DETAILS 730c ALUM. HORIZONTAL ROLLER WINDOW, IMPACT soave aetrt HR710 soar saner Drawing No. FUJI 2 d 11 4127 -10 PRODUCT REVISED compiliaS with the Florida 8ts3d a� Ccodc Ac ep =oe No O 8 Expirmion Dar. f / o4/azt L. Clark, P.E. PE #39712 Structural 1/2' NOM. GLASS BITE 60,61,62 --a 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS NOKOMIS. FL 34274 63,64,65 i li 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 7/16" LAMINATED GLASS <=1 EXTERIOR INTERIOR C> "��� (ALL SECTIONS) GLASS TYPES: TEST REPORT FTL -4858 (XO)), F11-4859 (OX & XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG -1/8" OR 3116"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1 /8"HS) C. 5/16" LAM1 - (1/8" HS, .090,1/8" HS) 1 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1 /8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI tG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16 "HS) WINDOW W I DTH I GLASS . TYPE WINDOW HEIGHT 26•' 3E" 38 3/8" 48" 50 5/8" 5 I 60`' 63 84" A, B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" 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 +54.6 -54.6 +51.7 -511.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 UP TO 111" D , E , F , J,K,L +75.0 -75.0 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) XOX (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT TABLE 2. WIDTH TO 86 7/16" TO 86 7/16" WINDOW WIDTH 60" TYPE A ,B,C, G,H,I J,K,L ALL HEIGHTS UP TO TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) GLASS TYPE A,B,G,H 66" 72" A,B,G,H +75.0 A,B,G,H +75.0 WINDOW HEIGHT 26" +75.0 -75.0 -75.0 -75.0 36" +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 38 3/8" +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 +75.0 -75.0 -75.0 -75.0 50 5v +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 54" +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 60 " +75.0 +74.2 +69.6 -75.0 -74.2 -69.6 63" +60.0 +75.0 +75.0 +70.2 +65.2 +63.8 +75.0 -60.0 -75.0 63" -75.0 -70.2 -65.2 +75.0 +75.0 74" UP TO 74" A,B,G,11 C,D,E,F, I,J, K, L +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 • +75.0 -75.0 +75.0 -75.0 r +75.0 -75.0 +68.1 -68.1 -63.8 -75.0 Rersd ay: D • FJG 411507 Revs: Br FJG Read Etc F.K Dann, By: F.K X 7/06 Clafec 5/'13/06 Dabs 2128/06 Reviskor B Riorkikar A relax J.J. ADD INTEGRAL FIN OPTION & UPDATEASTM E 1300 -02 DPs REVISE DP TABLES TO ASTM E 1300 -02 ADD AIR SPACE DIMENSION GLASS TYPES G THRU L Cbger 3/23106 I 1070 TECHNOLOGY DRIVE NOKONIIS, FL 34275 P.O. 1 30X 1529 NOKOMIS, FL 34274 P ___g;I DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better su HR710 Sails NTS shat& 3 e 11 4127 -10 Roby C ... "JlVISED with the Florida :.ode Acscpta :c No o7 - 08/5 .o Date - B 27 3/8" MAX. DLO VENT 54 5/16° MAX. DLO FIXED 0 110 MAX WIDTH I.F. FRAME 27 3/8" MAX. DLO VENT 273/8" MAX. DLO FIXED Read Br Rama Dr F.K Br F.K. Gamey: F.K. 57 M DLO Dear 4/15107 Deter 10/17106 Data: 5/13/06 Duke 2/28106 111` MAX. WIDTH FLANGE FRAME 3/8" ALL ES A 0 IGO A 56" MAX DLO Revisiartv Ravisbar 8 Raab= A Chided its .14. 33 9116" !VAX DLO FIXED DETAIL B - XOX (114-1/2-1/4) 33 9/16' MAX c —"1 DLO VENT 73 MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR ?CO ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. NO CHANGE THIS SHEET NO CHANGE '1111S SHEET 3/23106 ALL 62' MAX IF. FRAME ALL CONFIG. A 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 63` MAX FLANGE FRAME ALL CONFIG. A Visibly Better Seaslieedek HR710 NTS DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL Sheet 4 of 11 IF. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) ELEVATIONS Tax ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Deeiv No 4127-10 /ter !C :7 REVISED with the Melds . No 02 = Go9 zi„ 1 5 7/16' MAX. WIDTH IF. FRAME--111 A 86 7/16' MAX WIDTH FLANGE FRAME MAX HEIGHT FLANGE EXTERIOR z INTERIOR INTERIOR MAX VENT DLO EXTERIOR INTERIOR v C te4_4 �-- — MAX. FIXED DLO ----J MAX. WIDTH (FLANGE FRAME)) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 3 FJC Reader. FJC Read FJC Dram By. F.K SECTION C-C (VERTICAL SECTION, FLANGE FRAME) Dear 4115177 sae& 10117/36 arax 5113/06 arse 2/2 Rerriskar C R B Fterlsixac A macaw ey: J.J. 1— MAX_ FIXED DLO -- 0 - 1 MAX WIDTH (IF. FRAME) SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL Fl1FRAME) ADD INTEGRAL FIN FRAME ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET arrx 3123f06 SILL 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 (VERTICAL SECTION, I.F. FRAME) Q Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME) Q 0 SECTIONS s«t,ad: HR71O MAX. VENT DLO YAM ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half sae 5 d 11 Daming 4127 -10 Rem C PRODUCT REVISED as CG , the Florida Cotic Aw:; -,s:,o No 07 -0 915. cog Dam Z Zr - OI1 i .i • '..., Robert L. Clack, P.E. PE 439712 Structural MAX. VENT DLO 70 13116" LAMI 1G- 3/16 "A 5/16" AIR SPACE, 5/16' LAM1(1 /8 "A, .090 PVB, 1 /8 "HS) 71 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 72 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIRSPACE, 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 IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16 "HS) 75 " 13/16" LAMI IG- 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" LAMI (3116 "A, .090 PVB, 3 /16 "HS) 77 , " 13/16" LAMI 1G- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (BOR. & VER.) 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 SCREEN SPLINE- _135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA_ HARD EM PVC 96 SCREEN LOTH ITEM 1 3 4 6 7 DWG# 4102 4025 4053 4136 REV A DESCRIPTION FLANGE FRAME HEAD SASH STOP (STD.) (ANTI LIFT CLIP) 48 X 3/4 PH. PAN HEAD SAS!! STOP COVER (SASH STOP) FLANGE FRAME SILL MAIL 6063 -T6 AL 6063 -T5 AL 6063-T3 AL 6063 -T6 AL PGI# 612237 612244 7834A A 64136 ITEM 66 67 68 DWC# GLASS, „ REvi DESCRIPTION 1 MAIL i PGT# 13/16" LAMI IG- 1 /8 "A, 3/8 "AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8 "A) 13/16" LAMI IG- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE 5/16" LAM- (1!8 "HS .090 PVB, !!8 "HS 69 ;.crib LA MI IG-3/ 16 "A . 5/16" AIRSPACE 5./16 1 _A :MI t "Q A .09C PVB. 11 :A, 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 I683 225-1 226 4128 4006 1235 1096 1016 4126 1683 7070 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 Raved ttp. F.K Awed Er F.K RaysdBy: F.K. F.K 4139 4140 4141 1224 1775 4039 4044 4222 985 4067 GLASS, " 111 " owe: 4115/07 Dear 10/17/06 5/13106 Deli= 2/28/66 WSTP.,.170 X 27Q BACK, FIN SEAL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD A FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS G SCREEN ADAPTOR B FIXED MEETINGRAIL WSTP.„187 X 230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,250 X .270 BACK, FIN SEAL ROLLER HOUSING & GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE D SASH M:EETINGRAIL SWEEP LATCH #8 X .625 PH. FL SMS SASH SIDE RAIL WSTP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP I.F. FRAME HEAD LF. FRAME SILL LF. FRAME JAMB VINYL CAZINGBEAD BULB (THICK) VINYL GAZING BEAD BULB (THIN) B CLAZINGBEAD - 5/16" B GAZING BEAD - 5/16" WKEILL KIT A CAZINGBEAD - 7/16" C CLAZ1NGBEAD - 7/16" W /CiRI L KIT G[AZINGBEAD- 13/16" Revue C Revisions: 6 Revision= A Clocked Sr .1..I. 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063-T6 AL 6063 -T5 AL 6063RD -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HS -T6 AL DIE-CAST 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL (LAZING SILICONE, DOW 899, 995 OR EQUIVALENT 6063 -T5 AL 6063 -T5 AL • 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL ADD 17BYIS 41, 42 & 43 140 CHANCE THIS SHEET ADD SPACE DIMENSIONS ITEMS66 THRU 77. 3/23/06 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 64110G 64054A 64066G 612240 61683G 42112HD 7BRWHL2 44128N 64006 67S16G 71096 7858 64126 61683G 67070K 74078 "C" LORR 64139 64140 64141 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, U8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAM! (3/16" A, .090 PVB, 3/16" A) 7/16" LAM- (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 A A I�is�81y Better f .062 --0- -1.988 —� 1 2.784 1 I.F. FRAME JAMB 0 #4141, 6063 -T6 svdso foeec HR710 seder 'Sheet NTS I 6 m 11 I.F. FRAME HEAD #4139, 6063 -T6 2.710 .F. FRAME SILL © #4140.6063 -T6 boraieSsis PARTS LIST lakc ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 4127 -10 Rae C PRODUCT REVISED as complyin with the Florida Braiding Cede Ace No 0 Expiration Date ff 2.710- ---0.1 FLANGE FRAME HEAD #4102A, 6063 -T6 .490 j 11 I ✓- 1.451 -y-� SASH STOP #4025, 6063-T 1.122 FLANGE FRAME SILL #4136, 6063-T6 --I 1.187 r--- Rand By: FJC Agysti FJC F.K. Rend 87: rarawneY F.K. Oster 4/15107 10/17/06 Thetrc 5/13/06 Deer 2/28/06 Rerotsions C lievisionx B A Checked 6• J.J. .678 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .050 1.096 - -}� - -►) GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W1 GRILL KIT) 1 A6 HORIZ. ROLLER TRACK #4131, 6063-T6 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3!23/06 I SASH MTG. RAIL #4008D, 6063HS -T6 .678 1096-- }-■—s-{ GLAZING BEAD 7/16" #4222A, 6063 -T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 89X 1529 NOKOMIS. FL 34274 SASH SIDE RAIL #4126, 6063 -TS .050 1.115 1 - GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) PcT VisibIy Better 1.40 FIXED MEETING RAIL #405413, 60631-1D-T6 EXTRUSIONS HR710 .683 sd. r Half 7 1 11 1.096 1 � - 1J GLAZING BEAD, 5/16" #4039B, 6063-T5 0 .678 .097 GLAZING BEAD, 13/16" #4067, 6063 -T5 Tier ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Owing No. 4127 -10 R•: PRODUCT REVISED as complying with the Florida Buifung C de A, ep nm NoG —O:t Expiration Dote Ell 2e4 1 P roduct IF r/o/7 Robert L. Clark, P.E. PE #39712 Structural 3.090 FRAME SILL ADAPTER #4137, 6063 -T6 1. 1.363: b1.513 1 L r°J fi 738 E i SASH STOP COVER #4053, 6063 -T5 �+--- - 2.784 —�-{ 1 .062_4 FLANGE FRAME JAMB #4002A, 6063-T6 ANCHOR QUANTITIES, XOX (114 - 112 -114) WINDOWS ANCHOR TYPE> & SUBSTRATE 2,3, WOOD ZONES GLASS TYPES A,B,C,G,H,1 2. CONC ZONES 1, CONC ZONES 2,3, WOOD ZONES GLASS TYPES D,E,F,J,K,L 2. CONC ZONES TABLE 4 1, CONC ZONES 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) W;NDOW SIZE -,EA.: 3 S.__ - _.A:.: a -_ r> C -- .>. SILL z S T 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 R"rsd 8)c F.K. Rsnsd 8r. F.K. amass FJC Dew 4/15/07 Dad: 10/17X8 5/13/06 1 +C2 +1 +C2 +1 1 +02+1+02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1+02 +1 1 +02 +1 +02 +1 1 +C2+1 +C2+1 1+C2+ 1+02+ 1 1 +02 +1 +02+1 1 +02 +2 +02+1 1 +C2+2+C2 +1 1 +C2 +2+02 +1 1+02+2+02 +1 1+c2 +2+02+1 1 +C2+2+02 +1 1 +C2 +2+02 +1 1 +C2 +2 +C2 +1 1 +02+2 +C2 +1 1 +0x+2+02 +1 1 +C;2 +2 +02+1 1 +02 +2+02 +1 1+02 +2+02 +1 1+02 +3+(2 +1_ 1+02 +3+02 +1 I +03+3+03+1 1+03+3+03+1 1 +03+3+03+1 1 +02+3+02 +1 1+02+3+02 +1 1 +02 +3+02 +1 1 +03+3+03+1 1 +03+3+03+1 1 +C3+3+C3+1 Res 8 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 Own Br. Daft: Chocked By: Sam: F.K 2/28/06 J. J. 3/23/06 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1+022 +1 1+02 +1 +02 +1 1 +02 +1 +C2 +1 1+02 +1 +02 +1 1 +02 +1 +02 +1 1+C2#,�+C2 +1 1 +C2 +1+02+1 1+02 +1 +01+1 1 +02 +1 +C2 +1 1 +02+2+01 +1 1 +02 +2 +02+1 1 +02+2 +01+1 1+02 +2+02 +1 1 +02+2 +02+1 1+02 +2+C2 +1 1 +C2 +2+02 +1 1 +02+2+02 +1 1 +02+2+02 +1 1+02 +2+02 +1 1+02+2+02 +1 1+02 +2+02 +1 1 +C2 +2+02 +1 1+02+2 +C2 +1 1 +C2 +2 +C2 +1 1+01 +2 +C2 +1 1 +C2 +2+02 +1 1+02 +2 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +02+1 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +02 +1 1+02 +1+02 +1 1 +C2 +1 +02+1 1 +02+2+02 +1 3 1+02 +2 +02 +1 2 1 +02 +2 +02 +1 3 1 +C2 +2+02 +1 3 1+02 + + 1 +03+2 +03+1 1+02 +2+02 +1 1 +C2 +2+02 +1 1 +03+2 +03+1 1 +03+2 +03+1 1 +C2 +3 +C2 +1 1 +C3 +3+03+1 1 +03+3+03+1 1 +04 +3+04 +1 1 +C4 +3+04+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 3 3 3 3 3 3 3 3 3 3 2 3 1+02 +2 +02 +1 3 1 +C2 +2 +02+1 3 3 3 2 3 1 +03+3+03+1 3 3 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +C4 +3+04 +1 3 1 +C2 +1 +02 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1+02 +1 +02 +1 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +02+1 1 +C2 +1 +C2 +1 1 +02 +2 +02+1 1 +02 +2 +02 +1 1+02 +2+02 +1 1+02 +2 +02+1 1+02 +2 +C:2 +1 1 +03+2 +03+1 1 +C:2 +2+02 +1 1 +C1 +2 +02+1 1+03 +2 +C2 +1 1+02 +2+02 +1 1+03+2 +03+1 1 +03+2+03 +1 1 +C2 +3+02 +1 1+03+3+03+1 1 +03+3+03+1 1 +C3+3+03+1 1+04 +3+04 +1 1 +C4 +3+04+1 1+02 +3+02 +1 1 +03+3+03+1 1+03 +3+03+1 1 +03+3 +03+1 1 +04 +3+04 +1 1+04+3+04+1 UPDATE TABLE 4. SELECT VALUES DUE TO ANCHOR CAP. ADJ. - REVISE ANCHORAGE FORMAT, HEAD & SILL CLUS7ERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L. 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 3 4 1 +02 +1 +02 +1 1 +02 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 1+02 +1 +02 +1 1 +02 +1 +02+1 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 1 +02 +1 +C2 +1 1 +02 +2+02 +1 1 +02 +2 +02 +1 1+02 +2 +C2 +1 1 +02+2 +02+1 1 +G212+02 +1 1+02 +2+02 +1 1 +02 +2+02 +1 1+02+2+02+1 1+02+2+02 +1 1 +C2+2 +02 +1 1 +02+2+02 +1 1+02 +2 +C2 +1 1 +02 +3+02 +1 1+02 +3+02+1 1 +C3+3+03+1 1 +C4+3 +04 +1 1+02 +3+02 +1 1+02+3+02 +1 1 +03+3+03+1 1+03 +3+03+1 1 +C3+3+C3+1 1 +C4 +3 +04+1 P.O. BOX 1529 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 1 +03+3+03+1 1 +03+3+03+1 3 3 3 3 2 3 3 3 3 1070 TEC*INOLOGY DRIVE NOKOMIS. FL 34275 1 +C2 +1 +02 +1 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +02 +1 +C2 +1 1+03+1 +03+1 1+02 +2 +02+1 1 +02 +2 +C2 +1 1 +02 +2+02 +1 1 +02 +2+02 +1 1 +03+2 +03+1 1 +03+2 +03+1 1+02 +2 +02 +1 1 +02+2 +02 +1 1 +02 +2+02 +1 1 +03+2+03+1 1+03+2 +C3 +1 1 +03+2 +03+1 1+C 2 +3+02+1 1 +03 +3+03+1 1 +03+3+03+1 1 +C4 +3+C4+1 1+04+3+04+1 1+04+3+04 +1 1 +C2 +4 +C2 +1 1+03+4+03 +1 1 +(;3 +4 +03+1 1+04+4+04 +1 1+04 +4 +04+1 1 +05+4+05+1 1 +C2 +4 +02 +1 1 +C3 +4 +03+1 1 +03+4 +03+1 1 +04+4 +C4 +1 1+04 +4 +04 +1 1 +05+4 +C5+1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 1 +02 +3+02 +1 2 1 +03+3+03+1 3 2 3 3 3 3 1 +C4 +3+04 +1 3 Visibly Better C. 5/16" LAM! - (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" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAM1 IG - 1/8" OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAM1- K. 13/16" LAMI IG -1/8° OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - L 13/16" LAMI IG - 1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8" A,.090, 1/8" A) - (1/8" A,.090,1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16° A) (3/16° A..090, 3/16° HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTRIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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. 25 3/4" MAX FROM CORNERS. JAMBS: 9" MAX FROM CORNERS AND 22112" MAX O.C. TABLE KEY: 9` REF. 9" REF f seienmalvt HR710 X 0 X 11 +C3 +4 +C3+11 3 1 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 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 1 25 3/4" max. -0-11-0--3` MIN. 1 1 1 l 1 1 (3" MIN. O.C. ANCHOR SPACING) 1 25 3/4" MAX --•--1 1/2" TYP. I+3" MIN. I ScRic Steer NTS 8 of 11 t lb1 1 X MTG. RAIL, TYP.- EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS i:» ___c: ANCHORAGE SPACING, XOX (114- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Dreabg No. 4127 -10 PaROPt?C: S =. VTSED av with (ice Florida Ac x7t;,:tcc Na 0 E Darc .0 Robert L. Clark. P.E. PE #39712 Structural W v H NOTES .:_A S ' YP S: A. 5!i6" _AMi - 113' A,.09G, .;o A; B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) ANCHOR QUANTITIES, XOX (113- 113 -113) WINDOWS TABLE 5 ANCHOR TYPES & SUBSTRATE WINDOW S!ZE 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.E 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.00 50.625 54.000 60.000 63.000 86.437 x 38.375 48.E 50.625 54.000 60.000 63.000 Rood By: FJC -Reese or F.K Revadep. F1( Dtewn By: FJC Deft 4/15/07 Dear 10/17/06 Date: 5/13/06 Dans 2128/06 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,1,J,K, L 2,3, WOOD 2, CONC ZONES ZONES r : ..._ M .C.::_ . S - u .,,..i nCr.i. 2a .,._ ; C �aAL L' J.L.L. c ...v y.. Q._ 1 +C2 +i +C2 +i 2 1 +C2 +1 +C2 +1 2 i +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+i +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1+C2 +1 1+C2 +1 +C2 +1 14-02 +1 +C2 +1 1+C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +c2+1 +C2 +1 1 +02+1 +C2 +1 1+02 +1+02 +1 1+02 +1+02+1 1+02 +1 +02+1 1 +C2 +1+02 +1 1+C2 +1 +C2 +1 1 +(2+1+02 + 1+02 +1+02 +1 1+C2+1+C2+1 1+02 +1 +C2 +1 1+02 +1 +C2 +1 1+(2+1+(2 +1 1 +02+1 +C2 +1 1+02 +1+02 +1 1+(2+1-2(2+4 1+02 +1 +02+1 1+02 +1 +02+1 1+02 +1 +C2 +1 1 +C2 +1+02 +1 1+03+1 +03+•1 1+•02 +1+0;2+1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1+02 +1+02 +1 1 +03+1 +03+1 Revisions C Revisbos B Revisions: A Chocked Bs J.J. 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1+c2 +1+02 +1 1 +C2 +1 +C2 +1 1 +02+1+(2 +1 1+02 +1 +C2 +1 1+02 +1i•C2 +1 1 +02+1+(2 +1 1+02 +1+02 +1 1 +02+1+(2 +1 1+C2+1+C2+1 1+02 +1+02 +1 1 +02+1+(2 +1 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 1 +C2 +1+02 +1 1 +C2 +1 +02+1 1+02 +1 +C2 +1 1+02 +1 +02+1 1+(2+1+(2 +1 1 +02+1+(2 +1 1+02 +1 +C2 +1 1+C2 +1 +C2 +1 1402 +1+02 +1 1 +C2 +1+C2 +1 1 +02 +1 +02+1 1 +C2 +1+C2 +1 1+02 +1+02 +1 1+02 +1 +C2 +1 1+02 +1+02 +1 1+02 +1 +C2 +1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1, CONC 2,3, WOOD ZONES ZONES 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2+1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1+C2 +1 +C2 +1 1+C2 +1 +C2 +1 1+02 +1+02 +1 1 +C2 +1 +C2 +1 1+C2+1+C2+1 1+c2 +1+02 +1 1 +C2 +1 +C2 +1 1+Q +1+02 +1 1 +(2+1+(2+1 1 +C2 +1 +02+1 1 +C2 +1 +C2 +1 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 1+(2+1+(2+1 1 +C2 +1 +C2 +1 1 +C3+i +03+1 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1. 1 +02+1 +c2 +1 1 +C2 +1 +C2 +1 1 +03+1 +03+1 1 +03+1 +03+1 1 +(2+1+02 +1 1 +C2 +1+02 +1 1 +C2 +1+02 +1 1 +03+1 +03+1 1 +03+1 +03+1 1 +03+1 +C3 +1 1+02 +1+02 +1 1+02+1 +C2 +1 1+C2 +1 +C2 +1 1 +03+1 +C3 +1 1 +03+1+(3 +1 1 +03+1 +03+1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1+C2 +1 1+C2+1+C2+1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+c2 +1 1+(2 +1+(2 +1 1+02+1+C2+1 1 +C2 +1+c2 +1 1+02 +1+02 +1 1+32 +1.02 +1 1 +(3+1+(3+1 1+02 +1 +02+1 1+02 +1+02 +1 1 +C2 +1 +C2 +1 1+(2+1+(2 +1 1 +(3+1+(3 +1 1 +(3+1+(3 +1 1+02 +1 +02+1 •1 +C2 +1+02 +1 1+02 +1+02 +1. 1+02 +1 +C2 +1 1 +03+1 +03+1 1 +03+1 +03+1 1+(2+1+(2 +1 1 +C2 +1+02 +1 1+02 +1+02 +1 1 +03+1+(3 +1 1 +p+1 +03+1 1+03 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02 +1+02+1 1 +C3+1 +C3 +1 1+03 +1+03+1 1+03 +1+03 +1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 4 4 UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L 3/23/06 I 2, ;ONC ZONES 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2+1+C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02+1 1+02 +1 +02+1 1 +C2+1 +C2 +1 1+02 +1 +02+1 1+02 ±1 +C2 +1 1+02 +1 +02+1 1+C2+1+C2+1 1 +C2 +1+02 +1 1+02 +1 +C2 +1 1 +C2 +1+02 +1 1+(2 +1 +C2 +1 1+02 +1 +02+1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2 +1 +02+1 1+02 +1 +C2 +1 1+02 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 1 +03+1 +03+1 1 +03+1 +03+1 1 +02 +1 +(2 +1 1 +02+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1403 +1 +03+1 1 +03+1 +C3 +1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1070 TECHNOLOGY Drove NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 1, CONC ZONES 1 +C2 +1+C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C3+1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1+C2+1+C2 +1 1 +C3+1 +C3+1 1 +C3 +1 +03+1 1+C2 +1+C2 +1 1+02 +1 +C2 +1 1+C2+1+C2 +1 1 +03+1+(3 +1 1+03 +1 +03+1 1+03 +1+03 +1 1+02 +1+02 +1 1+02 +1+02 +1 i +03+1+(3 +1 1 +03+1 +03+1 1+03 +1+03+1 1+03 +1 +03+1 1 +C2 +1 +C2 +1 1 +03+1 +03+1 1 +03+1 +03+1 1+•03 +1+03 +1 1 +c3+1 +03+1 1 +03+1 +03+1 1 +C2 +1 +02 +1 1 +03+1 +03+1 1 +C 3 +1 +03+1 1 +03+1 +03+1 1 +03+1 +03+1 1+C4 +1+C4 +1 1 +02 +1 +C2 +1 1+03 +1 +03+1 1 +C3 +1 +C3 +1 1403 +1 +C3 +1 1+C4 +1 +C4 +1 1 +C4 +1+C4 +1 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 4 2 3 3 3 4 FAG"' Better NOTES: 1. ANCHOR TYPES: 2. GLASS TYPES' 3. WINDOW ANCHOR QUANTMES ARE PER ADJACENT TABLE AND BASED ON 'THE FOLLOWING DIMENSIONS. FOR WINDOW SIMS NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/7 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX FROM CORNERS JAMBS: 9" MAX FROM CORNERS AND 22 1/2" MAX. 0.C. TABLE KEY: 11+C3+1+C3+11 3 H--ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTTTES 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. Seeinalcdsh NTS (T MIN. O.C. ANCHOR SPACING) EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 0 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Clesalptlax ANCHORAGE SPACING, XOX (1/3-1/3-11.3) TRW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sheet 4127-10 PRODUCT REVISED cempIring with the Florida Btildirig Code zon DadC Pro eV v/2/ PE *39712 Structural ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE & SUBSTRATE WINDOW SIZE W V H 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Reasd Sy. FJC Retsdfir FJC Renal Br FJC Donn Br. F.IC Deter 4/15/07 Doke 10/17/06 Deis 5!13/06 Does 2/28/06 2,3, WOOD ZONES cc y s 2 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +02 +1 3 1 +02 +1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +03 +1 1 +03 +1 1+02 +1 1+02 +1 1 +02 +1 1 +03+1 1 +433+1 1 +433+1 1+02 +1 1 +02 +1 1+03 +1 1 +03 +1 1 +03 +1 1 +03+1 4 2+02 +2 2+C2 +2, 4 2+03+2 2+C3+2 2 +433+2 1+03 +1 2 +02 +2 2 +03 +2 4 2 +C3 +2 2 +03 +2 4 2 +433 +2 2 +433 +2 Revisions C Revisions 8 Rerbiom A Checked By J.J. 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 3 4 4 4 4 3 4 4 4 2, CONC ZONES w I 1 +02 +1 1 +02 +1 1 +02 +1 1+02 +1 1 +02 +1 1 +432 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +432 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +42 +1 1 +02 +1 1 +02 +1 1+433 +1 1 +02 +1 1 +02 +1 1+02 +1 1 +02 +1 1 +03+1 1+433+1 1+02 +1 1 +C2 +.1, 1 +02 +1 1+02 +1 1 +433 +1 1 +433 +1 2+432 +2 2 +02 +2 2+02 +2 2 +03 +2 1 +433+1 1 +03 +1 vJ 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1, CONC 2,3, WOOD 2, CONC ZONES ZONES ZONES 1 +02 +1 1 +02 +1 1+02+1 1 +02 +1 1 +03 +1 1 +03 +1 1 +02 +1 1 +02 +1 1 +433 +1 1 +03 +1 1 +03+1 1 +433 +1 1 +02 +1 1 +03+1 1 +03+1 1 +03+1 1 +03 +1 1 +C4 +1 2 +02 +2 2 +433+2 2 +433+2 2 +03 +2 2 +04 +2 2+04+2 2+02 +2 2 +03+2 2+04+2 2+04 +2 2 +02 +2 2 +03+2 2 +03 +2 2+04 +2 2 +04 +2 2+04+2 cc Q 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 2 3 3 4 4 3 3 4 4 4 4 4 4 4 I 0 6 1 +C2 +1 1+02+1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1+02 +1 1 +02 +1 1 +433 +1 1 +03 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +03 +1 1+03 +1 1+03 +1 1+02 +1 1 +02 +1 1 +433 +1' 1+433 +1 1 +03 +1 1+03 +1 2 +02 +2 2 +02 +2 2+03+2 2 +433 +2 2 +03 +2 2+433 +2 2+02 +2 2+03 +2 2 +433 +2 2 +C3 +2 2+03 +2 2 +04 +2 vi c Lu CJ) 2 3 3 3 3 2 3 3 3 3 3 3 3 4 4 3 3 3 4 4 3 4 4 4 4 4 3 4 4 4 5 5 CHG.TABLE1 TO 6, & SELECT VALUES DUE TO ANCHOR CRP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G TI-IRU L. 3/23/06 1 +C2 +1 1 +02 +1 1 +02 +1 1 +02 +1 1+02+1 1 +02 +1 1 +02 +1 1 +02 +1 1 +432 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02+1 1 +432 +1 1 +02 +1 1 +133+1 1+432 +1 1 +02 +1 1 +02 +1 1 +432 +1 1 +03 +1 1+433 +1 1 +02 +1 2 +433 +2 2 +03+2 1+02 +1 1+02 +1 1 +02 +1 1 +03 +1 1 +03 +1 2 +432 +2 2 +02 +2 2 +02 +2 2 +03 +2 2 +433 +2 2+433 +2 2 2 3 3 3 3 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 4 1, CONC ZONES - ct O I f Q 1 + C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +03 +1 1 +03 +1 1+02 +1 1 +02 +1 1+433+1 1+433 +1 1 +03+1 1+433 +1. 1+02 +1 1 +03 +1 1 +433 +1 1 +03 +1 1 +03 +1 1 +434 +1 2+02 +2 2 +03+2 2+03 +2 2 +03+2 2 +04+2 2 +04 +2 2 +02 +2 2+433 +2 2+03 +2 2 +433 +2 2 +04 +2 2+04 +2 2+02 +2 2+03 +2 2 +433 +2 2+04 +2 2+04 +2 2 +04 +2 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.C. SOX 1529 NOKOMIS. FL 34274 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 4 3 4 4 5 113GT Visibly Better NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ' GLASS TYPES: A. E.:16" LAM! - :'8' A. .39 i:G• B. 5116" LAM] - ('/8" A,.09C, 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. 7116" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16° LAMI H. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16" LAMI 1. 13/16" LAMI IG -1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1l4" SPACE, 7/16° LAM! - K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4° SPACE, 7/16" LAMI - L. 13/16° LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI 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: 1012° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX_ FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2" MAX O.C. TABLE KEY: 9" REF. 9° REF. 0 X 2+C3+21 3 1 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL MTG. RAIL Saamilkorkt HR710 Static NTS (3° MIN. O.C. ANCHOR SPACING) 8 3/4° MAX. -P-11-4-3" MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) } 183/4" MAX --P- H-1 1/Z" TYP. -4-I I.-f-3' MIN. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS r ANCHORAGE SPACING, OX AND XO WINDOWS Tess ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Meat 10 ao 11 Gawk" ilo 4127 -10 Roc C - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 118" HS) (1/8" HS,.090, 1/8' HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16° HS) - (3/16" HS,.090, 3/16" HS) PRODUCT REVISED as c 1p ;, 3 with t;:: Ronda Building rode _081 Amer-Am= No . 01 Bxpi -a iou Date 2 - l! 11 i. Dade Product Robert L Clark, P.E. PE #39712 Structural 7 A ©t MIN. 3.4 KSI I CONCRETE ix WOOD WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 Or _ I 13/4" MINA SI E.D. TYP. MIN. 3.4 K CONCRETE DETAIL C 1/ MAX SHIM .' NOTE 1 CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, DETAIL D NOTE 3 A TYPICAL FLANGE FRAME SILL SECTIONS Rend Sr age. ioMs REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. F.K 4/15/07 C ADD LF. FRAME CHG. NOTE 5 TO FBC, CURRENT EMMA?" ttsradey F.K. F.K. -Rend Sy: Bey. F.K Data 10/17116 Dater 5/13/06 Dater 2!28!06 awisions: A aedex J.J. REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. mea 323/06 , ; 13/4 EXTERIOR INTERIOR . Y MIN. ED (HEAD & SILL DETAILS A, B, C, D, & H) TYP. 7 INTERIOR (JAMB DETAILS E, F & 1) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 EXTERIOR Visibly Better DETAIL G (SILL) © DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS p T1 ANCHORAGE DETAILS rrc ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SaclestAndet HR710 DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & 1. Sezkr Half 11 d 11 tea. 4127 -10 Rat: C j e/ D l Robert L Clark. P.E PE 039712 Structural CONCRETE ANCHOR, NOTE 1 DETAIL A 1 /4' MAX SHIM 13/8" MIN. 1 3/4' MIN. E.D. TYP. WOOD BUCK, 2x NOTE 3 NOTE 1 1/4" 1 MAX. — SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 114" MAX SHIM 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 A (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO A TAPCONS EMBEDED 1 3/8" MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3!4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. - !' i v'.00r A °PL[CAT :ONS r�L Ri.MF: r-iEAL,. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD 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 ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT ©EDITION. L_ GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) UTE 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 1.13/16" LAN IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAM1 CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16" LAM1 IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/16" LAMI IG: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER AM. 13/16" LAMI IG: (1) UTE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: °OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) A 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5_ SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL- 4645, FTL- 4646, FTL -4647, FTL -4648, FTL4649, FTL- 4650, FTL- 4651, FTL- 4723, FTL -4957, FTL -4958 AND FTL -5063. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. ,pp 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY L A HURRICANE ZONE (HVHZ). Roved By: Der Road ily: F.K Rod ay. F.K Drawn at,-. FX 111/13436 Oder 112406 Dme: 911/05 Rovalo c Re dfoone 8 A tx,.c9sdBy: J.J. CHANGE NOTES 3 & 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1, GLAZING OPTIONS ADD F7L -4723 TO NOTE T. 223/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL. 34274 Visibly Better GENERAL NOTES 70c ALUM. SINGLE HUNG WINDOW, IMPACT dociwiliodok s°"4 NTS awe or 11 Onwov No. 4040 -20 Rnc B NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS DESIGN PRESSURES ELEVATIONS VERT. SECTIONS HORIZ. SECTIONS PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 2 3 4 5 5 PRODUCT REVISED as complying with the Ffarkta Iloiding Code - .. fr : 70 Robert L Lark. P.E. PE #39712 Structural 5/16" LAMINATED GLASS o -"-- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS A, 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1 1/2" NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 1/2" NOM. GLASS BITE 9,90 or 91 r , 0 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 J' 13/16" LAMI IG GLASS WI 7116" LAMI 1/2" NOM. GLASS BITE 1 1/2" NOM. GLASS BITE 1 -4-- 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 13116" NOM. ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR `11 (ALL SECTIONS) PRODUCT REVISED as complying wee Do Elwin Raiding Code Acceptance No Expiration Date BY 141. Da nadoct .0(v ,2.011 Rowed By: raewd a FJC Row d By: FJC oa9Ya e, FJC Detre 11 /13/16 Daft 1t24/06 reg 9Y1/I05 Raviskaar B Revisloner A Etc J..L ADD ITEM 92 TO 5116 LAMI LG. GLASS 64,A,A) & LAMI 1G NOTE NO CHANGE THIS SHEET 22307 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 �T- Viiby Hester 0060 GLAZING DETAILS Tikr ALUM. SINGLE HUNG WINDOW, IMPACT a a..aoat ;tare Ful! 2 d 11 Dame* No. 4040 -20 RffK 8 Robert L. Clark, P.E. PE #39712 Structural 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" TABLE 1. 72" 74" 76" 48" 50" 52" 53 118" UP TO 53 1/8" A,B,M A.B,M A A.B,M A A,B,M L C, 0,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 1 -80.0 +80.0 1 - 0 +80.0 +80.0 -80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +79.6 1 -79.6 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +78.2 -78.2 +80.0 -80.0 +80.0 -80.0 +76.9 1 -76.9 +80.0 1 -80.0 +80.0 +80.0 +77.3 +80.0 -30.0 +78.8 1 -78.8 +75.4 +80.0 -80.0 -80.0 -77.3 -75.4 -80.0 +80.0 +79.0 +75.9 +74.0 +80.0 -80.0 -79.0 -75.9 -74.0 -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" 50 518" 63" 72" 74" 76" 48" 50" 52" 53 1/8" UP TO 53118" A, B, M A,B,M A,B,M A,B,M/L C,D,E,F,G,H,I,J,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 - 80.0 - 80.0 _ +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 - 80.0 - 80.0 -80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 +80.0 -80.0 +80.0 +79.9 - 80.0 -79.9 +76.9 -76.9 +75.0 -75.0 +80.0 -80.0 +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 -70.0 -70.0 -68.0 -70.0 +70.0 -70.0 +70.0 +68.8 +66.7 -70.0 -68.8 -66.7 +70.0 -70.0 +70.0 +70.0 +67.6 +65.5 +70.0 -70.0 -70.0 -67.6 -65.5 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3. WIDTH 53 118" GLASS TYPE 13,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" +80.0 1 -80.0 2211/16" +80.0 1 -80.0 28 3/16" +80.0 1 -80.0 33 3/4" +80.0 1 -80.0 39 5/16" +70.0 1 -70.0 4413/16" +70.0 ; -70.0 50 3/8" +70.0 1 -70.0 5515/16" +70.0 1 -70.0 GLASS TYPES: A. 5/16" LAMI - (1/8"A,.090,1/8"A) B. 5/16" LAMI - (1 /8 "A,.090,1 /8"HS) C. 5/16" LAMI - (1 /8"HS,.090,1 /8 "HS) D. 7/16" LAMI - (3116"A,.090, 3/16"A) E. 7/16" LAM1 - (3/16"A,.090, 3/16"HS) F. 7/16" LAMI - (3/16 "HS,.090, 3/16"HS) G. 13116" LAMI 1G - 1/8"HS. AIR SPACE, 5116" LAMI - (1/8 "A,.090,118 "A) H. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8 "HS) I. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAM! - (1/8"HS,.090,1/8 "HS) J. 13/16' LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3!16"A,.090, 3/16 "A) TEST REPORTS F11- 4647, 4648, 4723, 4957 FTL-4647, 4648 F11-4647, 4648 FTL- 4645, 4885 FTL -4645 F11 -4645 F1L -4646, 4723 FTL -4646 FTL-4646 F1L-4649, 4650 K. 13/16" LAM! IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL -4649, 4650, 4958 L 13/16" LAMI 1G - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) F11-4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8 "A,.090, 1/8"A)A FTL -5063 HT. HT. W HT. TABLE 4. "0" MEETING RAIL "0" MEETING RAIL " "0" MEETING RAIL "j3 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. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38; MAXIMUM.A SASH 1 SASH 1 A WI T. MINUS SASH HT. SASH PRODUCT REVISED asempbiewith die FM& Buiding Cede Acap eNo Evirotioo Dote • t/ O 24111 Rends,: F.K Dstbx 11 /13/06 Rend es: Dawn By: FX FX Debt 124/06 Dater 9/1/05 Revisionc Ftereklowr A ChweadBy. J.J. UPDATE TOASTM E 130042 REMOVE STD VIEW SASH HT REF, TABLE REVISED CUSTOM FORMAT DPS ADD INT. F7N. UPDATE TEST NOS ADO F7L -4723 TD GLASS TYPES AAND G. paw 2123/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ?cT 0 DESIGN PRESSURES nbc ALUM. SINGLE HUNG WINDOW, IMPACT s.+t..uoa.t SH70o NTS Stud 3 of 11 4040 -20 Robert L park, P.E. PE 1139712 Structural VERTICAL DAYLIGHT OPENING DETAIL F IXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1 /4" 40 7/8" D 52 518" 5211116" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 341 /2" 34 3/16" 8 27 7/16" 27 1/8" C 27 7/16" 271/8" D 16 3/8" 153/4" E 16 3/8" 15 3/4" TABLE 5. 1 SEE DLO TABLE 1 SEE DLO TABLE (M-) 4 1 SEE DLO TABLE SEE DLO TABLE 49 5/8" MAX. FIXED DLO (ALL) 48 1/4' MAX. VENT DLO (ALL) DETAIL A 1/1 O B DETAIL D VIEW (CUSTOM SASH) 531/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH 1 1 75' MAX. I.F. A D HEIGHT SEE DLO TABLE 76" MAX. FLANGED HEIGHT 38 7/16" MAX. SASH HEIGHT 8 E --� 75" MAX. I.F. HEIGHT A 76' MAX FLANGED HEIGHT SEE DLO TABLE 1 SEE DLO TABLE 20" 4 SASH SEE DLO T ABLE HEIGHT X DETAIL B VIEW (STANDARD SASH) 0 1 DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT. A SIE NOTE 4 20" SASH HEIGHT 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIGHT 1 1 75" MAX. IF. HEIGHT 76" MAX. FLANGED HEIGHT SEE DLO TABLE 1 SEE DLO TABLE 1 DETAIL C RADIUS TOP (STANDARD SASH) SE NOTE 4 1 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIGHT PRODUCT REVISED as camptyiag with the Rath Raiding Cade Acceptance No Date Dads Tiedaet OC, 20/1 Floyd By: FJC ,tee FJC oavaay: F.K Ads vac 11/13126 Defer 1/24/f013 Doc 9/1/05 Reakdons Ftwiklans B ReAdskos A Cliesked »: J.J. ADD INTEGRAL FIN (IF) VERSION, CHG. NOTE 3. ADD NOTE4. NO CHANGE THIS SHEET 2/23K7 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. sox 1529 NOKOMIS, FL 34274 Visbry Better Oesofpfor ELEVATIONS ndr ALUM. SINGLE HUNG WINDOW, IMPACT 91!700 s rc NTS ah..e 4 or 11 4040 -20 Roc B Robert L. park, P.E PE #39712 Structural MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING SECTION B-B (LOW SILL SHOWN) 2.330" (LOW SILL) SEEN TOE ABOVE I INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM FACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INTEGRAL FIN (I.F.) FRAME SECTIONS ALTERNATE HIGH SILL MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH ULTRALIFT ONLY SECTION A-A HEAD OUTSIDE INSID JAMB OUTSIDE SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED A, BASED ON SASH WEIGHT 9,10,11,15,1 2.710" PRODUCT REVISED as comps with the Florida guiding Cade Acceptance No piratioa Date 7 Radar: FJ( Rewday. FJC Draw By FJ( Deft AWL 11/13/06 era: 1,24/06 Astir 911/05 Racoor Bogdan 8 Rovbtaac A Cheated 8y. J.J. ADD 1.F. SECTIONS& CONSOLIDATE BAL COMPONENTS NO CHANGE 7711S SHEET Dstsc I 2123107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Desarkiforr SECTIONS raw ALUM. SINGLE HUNG WINDOW, IMPACT SH700 Iloakc Haff Sheet 5 d 11 4040 -20 Ref: B Robert L Cleric, P.E. PE #39712 Structural ITEM 1 2 3 5 6 7 8 9 10 1 1 12 13 15 16 17 18 19 21 23 25 26 27 28 30 31 35 36 37 38 41 42 44 45 46 47 48 49 50 52 53 54 55 56 57 58 59 Revad By. Rood By. F.K Rowdily: F.K Dam By: FX DWG.# 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 1085/1086 1080 -1 4053 4029 -1 4054C 4006C 1235 1096 1016 4007 1226 4008 1268 1622 1052 1224 1225 40398 40446 4222A 985C 4067 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1631 1073 1624 Dem 11/13106 DflIV V24/06 Dow 9/1/05 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" BALANCE COVER, 3/8" OR 5/8" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X 1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11116" SASH STOP COVER SASH BRACKET #&-32 X 1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAM SETTING BLOCK 3/32" X25/64" X 1" LAMI IG SETTING BLOCK 1" X3/4" X1/16° VINYL GLAZ BEAD BULB (THICK) VINYL GLAZ BEAD BULB (THIN) GLAZING BEAD, 5 /16 LAM GLASS. GLAZING BEAD, 5 /16 LANG W/GRILL KIT GLAZING BEAD, 7/16" LAMI GLAZING BEAD, 7/16" LAM W/GRILL KIT GLAZING BEAD, 13 /16" LAMI 1.G. FRAME, LF.HEAD FRAM, IF.I_OW FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WIRINGS SCREEN CORNER KEY W/OUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA FOAM Rebdalomr Revmkrk B Reddowe A checked By; J.J. ADD I.F. FRAME ITEMS 47, 48, 49 AND 50. UPGRADE ITEM 21. ADD ITEM 92. CHG. DESCRIPTION ITEMS 7,9 8 13 NO CHANGE THIS SHEET 223/07 1 PGT# 612225 781PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 7834M 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 640398 644703 64222 6985 64067 64071 64072 64073 64074 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K A A 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ITEM 60 61 DWG.# 1635 63 64 67 68 69 70 80 81 82 83 84 85 86 87 88 89 90 91 92 505 1161 4051A 4050A DESCRIPTION SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) #6 X 1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 12 - 7/16 LAMI SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995.OR EQUIV. PGT# 61635K 61816 6533402 706X1 62BV1510 64051 64050 A GLASS 5/16" LAM, (1/8"A.090 PVB,1/8"A) B. GLASS, 5/16" LAMI, (1/8 "A,.090 PVB,118"HS) C. GLASS, 5/16" LAMI, (118 "HS,.090 PVB,1/8"HS) D. GLASS, 7/16" LAM, (1/8 "A.090 PVB,1/8"A) E. GLASS, 7/16" LAMA, (1/8 "A,.090 PVB,1/8"HS) F. GLASS, 7/16" LAM, (1/8 "HS,.090 PVB,1/8"HS) G. GLASS, 13/16" LAM 1G;1/8"HS, AIR SPACE, 5/16" LAMA, (1/8A,.090 PVB,1/8 "A) H. GLASS, 13/16" LAMI IG;1/81-IS, AIR SPACE, 5/16" LAMA, (1/8 "A,.090 PVB,1/8"HS) L GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) J. GLASS, 13 /16" LAMA IG; 1/8"HS, AIR SPACE, 7/16" LAM, (3/16 "A.090 PVB,3 /16"A) K. GLASS, 13/16" LAMA IG;1/8"HS, AIR SPACE, 7/16" LAMA, (3/16 "A.090 PVB,3 /16"HS) L. GLASS, 13/16° LAM 10; 1/8"HS, AIR SPACE, 7/16" LAMA, (3/16"HS,.090 PVB,3/16'HS) M. GLASS, 13/16" LAM IG; 1/8"A, AIR SPACE, 5/16" LAM, (1/8"A,..090 PVB,1/8"A) P c t Visibly Berger FRAME, I.F. HEAD #4071A, 6063-T6 FRAME, 1.F. HIGH SILL #4073A, 6063 -T6 s«ksal.d.0 SfinV Sags NTS sa..� 6 d 11 FRAME, 1.F. LOW SILL #4072A, 6063-T6 r 2_374- 1 71 j1 FRAME, I.F. JAMB #40748, 6063 -T6 (USED AS RADIUS TOP HEAD) .062 NOM THICKNESS PARTS LIST Two ALUM. SINGLE HUNG WINDOW, IMPACT 4040 -20 RIC B PRODUCT REVISED as complying with the FMei. %Wag Code Date AccePhuste No • _ i 22. bb 4 • s.:t .` Rsesd R F.K. ter,$: FJC Onson EPA FJC -�-- 2.784 1 n J r 1.363 1 t l .062 -4_.,_ .062 .062 FLANGE FRAME HEAD #4002A, 6063-T6 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) Des Dear 11/13/06 pier 1/24/06 Daft 56/1/05 1.749 --• FIXED MEETING RAIL #4054A, 6063HD -T6® J.J. 1 2.710 1 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 1 --.062 11.490 l - 1.451 SASH STOP #4025, 6063 -T5 2.279 .C62 1 SASH TOP RAIL #4006C, 6063HS -T6 .062 2.830 UPDATE FRAME CORNER ASSEMBLYTO INCLUDEI.F. AND UPGRADE REM21 ALLOY. NO CHANGE 771I8 SHEET 7 .062- FLANGE FRAME SILL (Low) #4003C, 6063 -T6 1.707 2.784 1 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 1 2.330 J°4 SASH STOP COVER #4053, 6063-T5 SASH BOTTOM RAIL(LOW) #4007, 6063 -T5 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 —.738 � T- E l or 47 I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT (l� l.F. FRAMEQ Jor ( or 5O) as r VIEW D -D VIEW E - (1/1 & VIEW HEAD & SILL RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) SASH SIDE RAIL #4008, 6063 -T5 050 .678 1.096 1 - O GLAZING BEAD 7/16" #4222. 6063-T5 .678 .050 1.115 1 GLAZING BEAD 7/16" #9850.6063 -T5 (USED W/ GRILL KIT) ar..akaer 611700 3ealr Half .683 GLAZING BEAD, 5/16" #4039B, 6063 -T5 1.096 an..t 7 d 11 1R 050 _ _ .678 .678 GLAZING BEAD, 5/16" 1.096 I #4044B, 6063 -T5 (USED W/ GRILL KIT) A50 ' '1 1.097 GLAZING BEAD, 13/16"1G #4067, 6063-T5 Ossafpliarr EXTRUSIONS & FRAME CORNER DETAIL ?the ALUM. SINGLE HUNG WINDOW IMPACT . 4040 -20 B PRODUCT REVISED as comps with die Flora. Balding Code Aoeeptzaa No %ft ANCHOR QUANTITIES ANCHOR TYPE: r E. ----. FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 52.603 58.603 64.603 76.000 CIOOM /,£'Z ONOO Z ONOO 6 000M £'Z - ONOO ON00 CIO £'Z ON00 ONOO GOOM £'Z ONOO Z ON00 000M £'Z ON00 ON00 000M E`Z ONOO 0N00 00 £'Z ON00 ONOO L 000M E`Z ON00 ONOD WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1. 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2.2 1 2.2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 3 3 A,B,M 1 1 2 1 1 1 1 1 1 1 1 2 1 1:1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2.2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 3 3 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ` 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 A'B'M 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 2 3 1 3 1 2 2 1 3.3 32.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 2 3 3 1 2 2 1 3 3 2 3 4 1 3 2 1 3 3 2 3 4 1 3 3 1 4 4 A,B,M 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 1 3 4 1 3.2 1 3 3 1 3 4 1 3 3 1 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 2.2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3 4 1 3 3 2 3.4 2 3 5 1 3 3 2 4 4 A,B,M 1 2 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3A• 1 2 3 2 3 3 2 3 1 3 3 2 3 4 2 3 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 212 A,B,M 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 2, 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3; 3 2 3.4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 212 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2_ 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 4 2 4 2 2 A,B,M 2 2 2.2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3'2.4 2 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3.4 2 2 3 2 3 4 2 3.5 2 3 3 2 3 4 2 4 5 2 3 4 2 4 5 - 212 - 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 4 2 2 3 2 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3i 5 2 3 3 2 3.4 3 3 5 2 3 3 2 4 5 3 4 6 2 3 4 2 5 5 2 2 212 A,B,M 2 2 2 2 2 2,3 2 2.2 2 2 3 2 3 4 2 2 2 3.3 2 3.4 2 2 3 2 3 4 2 3 4 2 2,3 2 3.4 2 3 5 2 3 3 2 3,4 3 3 5 2 3 3 2 4 5 3 4,6 2 3 4 •2 5 5 212 212 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 3 2 3 4 2 2 : 3 2 3 4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 . 4 3 3 5 2 3 3 2 4 4 3 4 6 2 3 4 3 4 5 3 4 6 2 3 . 4 3 5 : 6 ifi 2 j 2 2 3 A,B,M 2 2 2 2 2 2 2 2 2 2 2 3 2 3.4 2 2 , 3 2 3.4 2 3 4 2 2 3 2 3 4 3 3 , 4 2 3,3 2 3.4 3 3 5 2 3 3 2 4 4 3 4 5 2 3 3 2 4 5 3 4 6 2 3 3 4 5 -- 21 2[2 2 3 Read &," Draw lieno By: F.K ihread FJC Amon By: FJC Dear 11/13/06 Dew 1/24176 7/20/05 Rtaskis Reidelon s B Rem A awaked 137; J.J. REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE NO CHANGE THIS SHEET 2/23117 1970 TECHNOLOGY DRIVE NOKOMIS. FL34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better s. SEY/00 Saes INS Sweet 8 d 11 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 -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. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 113G1 ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT ataenp 4040 -20 118 2 2 3 2 2 3 I Roe:. B PRODUCT REVISED as coaaplyistt with the u1'ii RaitRag Code Acceptance Pia Bate • - D ?' Dedz Frothset ANCHOR QUANTITIES ANCHOR TYPE` FOR STANDARD .,.E. -. - . . . . . RADIUS _-- . FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ONOO ONOO 000M £'Z ONOO ON00 a £'z ONOO Z 0N00 6 QOOM £'Z ON00 ON00 DOOM £'Z ONOO ONOO 6 a00M £' Z ONOO ON00 L aOOMI ON00 Z ONOO 6 i aooMI £'Z ONOO z ONOO l 1. WINDOW WIDTH GLASS TYPE DOM £'z C,D,E,F,G, 1 1 1 1 1 1 1 1: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H.I.J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2:2 2 2 2 2 2 2 2 2 2 2 2.2 2 2 2.2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H, i,J,K, L 111 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 A,BM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 2 2 1 1 2 2 2.2 2 ; 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3.2 PSF 68 77 C, D,E, F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 1 1 1 11 2. 2222. 2232 222332233333233332233433243433243 A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 . 1 1 [ 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 4 3 3 2 4 3 4 3 3 2 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37000 H,I,J,K,L.111 1 1 iii .2j222222, 3222. 3332233333343333233433243443243 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 11 11 22 2 2 2 2 2 3 2 2 2 . 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 C,D.E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 7 i 1' 9 1 j 1 2 j 2 2 2 2 2 2 3 2: 2 3 3 3 3 2 2 3.3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4.4 3 3 5 3 A,B,M 2 _2� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 111 I 2 2 2.2 2.3 2:2 3 3 3 3 2 2 3 3 4 3 3:3 4 3 3 3 3 4,3 4 4 3 3 4 3 4 4 3.3 5 3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44 H,LJ,K,L 7. 1 1 1 .3434 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 11 1 111 212 2 2 212 3 3 2 2 3x33423 334.4334344313434.4334 :3443 35.4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48000 H,I,J,K,L , I i - 11 - i - i 1 ili 2 2 it-2 J i J 2 2 3 3 3.4 3 3 3.3 4;4 3 3 4.4 4 4 3 3 4,4 4 4 4 3 5 4 4 4 3 5 4 A B,M _ 2 _ 2 - 111 _ 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 111 212 2 2 2123 2,2 3 3 3 4 3 3 3 3 4.4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5:4 PSF 41` 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 .53.125 1 111 1 11 1 1 1 2 1 2 2 2 212 313 3 3 3 3 4 4 3 3 4•4 4 4 3. 3 4 4 4 4 3 3 4 :4 5 5 4 3 5 4 5 5 4 3 5 4 A,B,M • 2 2 2 _ _ 2 -0, 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 _111 111 111 ;2 212 2 313 . 3:3 3 3 4 4 3.3 4 4'4 3 3 4 4 4 4 3.3 4 4 5.4 4 3 5:4 5 4 4 3 5 4 Rend By: oaAt Pawl By F_K Read Br F.K Drawn By: FJC Oder 11/13/06 ,: 124,/06 7129!05 Rev REVISE ANCHORAGE TABLE AND NOTES. B ADD DPMAX VVHERE ANCHORQTYISRESTRICTED BYSIZE , A Chocked By J.J. NO CHANGE THIS SHEET 2 W 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 p T ANCHORAGE SPACING, STANDARD VIEW nee ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better s"d".euod"t Salk NTS smet 9 11 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 -18 112" MAX. FROM TOP CORNERS JAMBS - 17112" 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. 6. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD- OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 2 2 MTG. RAIL JAMB BELOW MTG. RAIL &maim Ala 4040 -20 3 31 3 117 Ran: B PRODUCT REVISED es compg wkb •e lla idi Ridding Cede Acceptunee No 11- o'Lf boee :TY !fr ,1OJl • • I Pr ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD Si JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINIS SASH HEIGHT FROM TABLE 8. ‘ 12.776 15.776 18.776 21.776 24.776 27.776 39.296 44.839 50.382 55.925 2 8, S 6 6 v 2- ON00 000M 1 _ ONOO Z IN00 aooM C'Z ONOO ON00 U zc'?O ONO 0 0 5 U O 0 0 ONO 0 0 0 O 0 0 zr?O�,Z�Z<?O O 0 0 N O 0 O 0 0 ONO 0 0 0 O 0 0 O 0 WINDOW WIDTH GLASS TYPE 19.125 K,L Wm. V•• 1 N v•• 0.1 N N N v.• 1 N 04,1 4— CV C'41 N 2 4 — C•) (4.1 2 v— 01 2 4-• 2 24.000 4— r•) 24.000 K,L N" V••• 1 • 1- I •••• eSi 2 c‘i N E • C`,1 4— CV N 4— (V 2 (v) i 2 4— CI) i 3 2 H— 3 2 . ( 32.000 2 1 32.000 K,L 2 2 3 2 • 04 • CV N I— CV ce) N cf) 3 3 2 (V - 2 3 4 2 3 37.000 79 PSF 79 21112 2 212 31213 31213 1 31313 CV CV • N 40.000 c.4 cY 4— CV CV (I) N tv) t v.) • 1 N Cr) 2 1 2 1 2 N cI) 2 • — CV It 3 1 2 1 3 3 1 3 1 3 CNI to • LC) 4 1 3 1 4 (‚4 11") 6 PSF 78 79 79 79 79 2 1 2 1 2 2 2 2 3 2 1 3 N ('4 3 1 3 4 3 1 4 C'4C'4 5 1 3 1 4 N N N •L3" N • CI) N N CV CI, CV 't CNI N CO I N 1 .0 CV • — CV Ir (‚4 11) (4 LC) N (‚4 (0 213 41313 41314 41314 51314 PSF 79 73 76 79 77 79 79 79 2 2 1 2 2 N N N V N IN 4 1, 3 1 4 5 1 3 1 4 5 1 3 1 5 CV (I) CV vt N N N N N N CV • 1 47 CV V' N • LO CSI • LC) N N LO PSF 78 79 70 79 79 71 79 73 76 N I v" N I CV N Ci N N Cr) cv CI) N N I It N CNI 1. CV In LI) N CV co LC) N N CO 3 6 2 5 N 53.125 PSF 77 79 63 77 79 64 74 66 11 69 69 D. V" ! N v" N P4 cv N N CI I CI N I 4 rl I vt N 1' cf) CV NT] 1 CI) ID 1 CV in tO CI) CO N 1.0 CI Is. I (I) CD N Ln ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT ‘ 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 SUBSTRATE. ANCHOR TYPE °NO° ONOO aooM C'Z I ONOO ON00 000M 1 _ ONOO Z IN00 aooM C'Z ONOO ON00 COOM C'Z ONOO ONO° 000M C`Z oNOD ON00 000M ONQO ONOO 000M c'z ONOO °N00 WINDOW WIDTH DOM C'Z 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2' 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 21112 2 212 31213 31213 31313 31313 41313 41314 40.000 74 2 1 2 1 2 2 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 6 78 2 1 2 1 2 2 2 2 3 2 1 3 3 1 3 1 3 4 3 1 3 4 3 1 4 5 1 3 1 4 5 1 3 1 4 48.000 - 79 212 2 2 2 213 41313 41314 41314 51314 51314 53.125 73 58 66 72 2 2 1 2 2 3 3 1 3 4 1 3 1 4 4 1, 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 Rawl By: Daft Brad By: Deft FJC 11/13/06 Roved Br Deft F.K. 1/24/06 Drawn B= Daps FJC 7/29/05 REVISE ANCHORAGE TABLE AND NOTES. Re obak B ADD DP MAX WHERE ANCHOR Q7YIS RESTRICTED BYSI7F A NO CHANGE THIS SHEET Chmksd 'Jape , J.J. 2/23+07 aeessatA iet soatz Shoot Dre"bg Na SH70I0 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 - 18 1/2" 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 WINDOWS ARE 12 5/8" MIN. TO 38" MAX. TABLE 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 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7_ KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAIV 3 ABOVE MTG. RAIL A TABLE 8_ KEY: MAX. PSF (DP LAVED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, CUSTOM VIEW NOKOMIS. A 34275 mg " P.O BOX ,5� ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS. FL 34274 Visibly Better NTS 10 er 11 4040 -20 112 2 2 2 4 112 2 2 Roc B PRODUCT REVISED as complying with De Mii Diddiag Code Ategbwket E i • /1 1�L By Ra :ae Jek Praha 2D!1 • A 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) 1/4" MAX. SHIM DETAIL A .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) DETAIL B TYPICAL FLANGED HEAD ANCHORAGE A 1 1/4° MIN. t.- 'uucrt: ; nu:unnn. 1/4" MAX. SHIM 1 1 3/8" MIN., 1/4" TAPCONA 1•3/4" MIN., 1/4" CRETE -FLEX 4 DETAIL F, (HEAD) CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU -ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C s•s,r I! 1/4" MAX SHIM 1/4" MAX. SHIM DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4" MAX. SHIM FRAME WOOD ANCHOR (SEE NOTE 2 & 3)A 1 3/8" MIN. 1 3/8" MIN. A 1/4" j MAX. SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 2x WOOD BUCK (SEE NOTE 4) A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 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 S i t(UCTURAL 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 APPLCATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING A RAIL (SEE NOTE 2 & 3) WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) PRODUCT RILIfialtb as emplyleg Oa Mils Aaep1aee AM ♦ . Espassiaa Dot ../.LWIP..4" Mk balk Amami C Raved Ety: Rowe*: F.K per F.K tkawa By: F.K Deft 11/13/06 Not 1!29/06 Ddec 9,/1/!05 R B Repfsbax A Checked 8y. J.J. ADD INTEGRAL FINANCHORAGE UPDATE& REORDER NOTES. ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIAL ADD NOTE 6 RE FLATHEAD ANCHORS arses I ?127 1070 lECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Eistisethadat SFD00 I NTS 4040 -20 Robe‘... Clark, P.E. PE #39712 Struural m V3 N 03 O 3/8 1 1 1 3/4 MASONRY OPENING 11 WINDOW WIDTH 0 0 0 0 ELEVATION 1 - REQUIRED (XOX) LIVING ROOM 3/8 03 ►I9 z = z n 03 a WW Ir] 0 03 0 co c' o Z Q If CO N P.G.T. INDUSTRIES SERIES "HR -71 0 ALUM. IMPACT HORIZONTAL ROLLER WINDOW IN WHITE FRAME WITH GRAY 5/1 S LAMINATED IMPACT GLASS N.O.A. 07-081 5.09 3/8_ 74 3/4 MASONRY OPENING 74 WINDOW WIDTH © ELEVATION 3- REQUIRED (XD) (EGRESS) BEDROOMS #1 , 2, 3 3/8 V O re IL' r N H ;t in W W N J a r- D I7 W ■ O D N • O v 3 LU3 z z OW 12 '0 Q V DAWN BY: E R . ROORIBUZZ r SMELT NUMBER '11 REVISION 't DATE . u DO -012-00 CG -2 OF 8 00 1 3/8 37 3/4 MASONRY OPEN'S 37 WINDOW WIDTH 0 ELEVATION 6 (X0) BEDROOMS #1, 2, 3 KITCHEN & PLAYROOM 3/8 Ot [9 IO P3' Mc Z }- Z W a m W o 09 >- m3 z [r)O Z 0 o Q 3 m m P.G.T. INDUSTRIES SERIES "HR -71 O ALUM. IMPACT HORIZONTAL ROLLER WINDOW IN WHITE FRAME WITH GRAY 5/16" LAMINATED IMPACT GLASS N.0 .A. 07 -D8 1 5.09 3/8 37 3/4 MASONRY OPEN'S 37 WINDOW WIDTH 3/8 O ELEVATION 1 - REQUIRED (X0) OBSCURE GLASS) BATHROOM #2 ( DRAWN DY: . RDDRI3U 0 C REVISION DATE OD -IIC-OO SHEET NUMBER CG -3 D F 8 O ELEVATION 1 - REQUIRED S.H. OBSCURE GLASS) BATHROOM #1 P.G.T. INDUSTRIES SERIES 8 SH -7D0 ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FRAME WITH GRAY 5/16 LAMINATED IMPACT GLASS N.O.A. 07- D322.06 3/8 111 3/4 MASONRY OPENING 1 1 1 WINDOW WIDTH O ELEVATION 1 - REQUIRED (XOX) FAMILY ROOM P.G.T. INDUSTRIES SERIES ° HR -71 D ALUM. IMPACT HORIZONTAL ROLLER WINDOW IN WHITE FRAME WITH GRAY 5/16 LAMINATED IMPACT GLASS N.O.A. 07-0B15.139 3/8 t� N C3 I-in re CO .W Z W W D III re • p I W W WW th QZ _� I - .. l REVISION J DATE : OD -OO -00 OH6ET NUMBER CG -4 OF B ' ir k SECTION 1/4" TAPCDNS W/ 1 3 /B EMBED. INTO CONC. @ 25 3/4" AT CORNERS, A CLUSTER 3 ANCHORS ON EACH SIDE OF MEETING RAIL CENTERLINE (ANCHORING AS PER N.D.A.) 11 ,E I • • • 'D 4 • 3/8" 1/4" TAPCDNS W/ 1 3 /B" EMBED. INTD CDNC. @ 1B 3/4" AT CORNERS, A CLUSTER 3 ANCHORS ON EACH SIDE OF MEETING RAIL CENTERLINE (ANCHORING AS PER N.O.A.) MASONRY OPENING P.G.T. INDUSTRIES SERIES "HR -710" ALUM. IMPACT HORIZONTAL ROLLER WINDOW IN WHITE FRAME WITH GRAY 5/16" LAMINATED IMPACT GLASS N.O.A. 07-0815.09 1/4 TAPCDNS W/ 1 3 /B" EMBED. INTD CONC. @ 9 FROM CORNERS AND BALANCE AT 22 1/2" D.C. (ANCHORING AS PER N.O.A.) WINDOW WIDTH SECTION 4 . i •d • • • 3/8" D c 2 I9 Eq 101 Qw 19 W B m 4 i p D Z Z. D oi O � < O w — DRAWN BY: 7 E. RDDRIDUEZ 1 REVIS ION DATE DD -DD -DD r ariEET NUMBER C G -5 OF B a s • • • • e :. '•n • K4 • 3/8 1 /4" TAPCONS W/ 1 3 /8" EMBED. INTO CONC. @ 9" FROM CORNERS AND BALANCE AT 22 1/2" O.C. (ANCHORING AS PER N.D.4.) WINDOW WIDTH MASD_ OPENING SECTION P.G.T. INDUSTRIES SERIES ° HR -71 0 ALUM. IMPACT HORIZONTAL ROLLER WINDOW IN WHITE FRAME WITH GRAY 5/16 LAMINATED IMPACT GLASS N.O.A. D7-01315.09 b— . :, • • :. 4' d. 4' 3/8 D re 0 N IAF'� [O < W I n omP3 W 17 ■ o ' • J• lY 17 J V3 z _ �, C 0 • i g O la a • in F DRAWN BY: E. RDDR10U112 r( REVISION ` t i` t DATE OD -DD-DD RNEE7 NUMBER CG -6 0 F 8 SECTION 1/4" TAPCONS WITH 1 3/8 EMBED. INTO CONC. AT 18 1/2 FROM TOP CORNERS (ANCHORING AS PER N.O.A.) P.G.T. INDUSTRIES SERIES ° SH-700 ° ALUMINUM IMPACT SINGLE HUNG WINDDW IN WHITE FRAME WITH GRAY 5/16 LAMINATED IMPACT GLASS N.D.A. D7-0322.06 1 /4 TAPCONS WITH 1 3/8" EMBED. INTO CONC. AT 1 7 1 /2" FROM TOP CORNERS, 1 5 FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL (ANCHORING AS PER N.O.A.) WINDDW WIDTH MASONRY OPENING SECTION • e • 3!8 (j g ( A/ 81 ' ° 4 re O ce r • N CO I W W • W E7 c• w m o O NI t o to • 3 � F) ZZ -I O pi2 O • ' 'O Q-j Ll r W w U S Le CO .w Z �� N. Z - wp rt ulf .i hi 'o Q _ .. I ( DRAWN SY: , E. Roowaues li C REVISION DATE : OD-C10-00 8MEET NUMBER CO OF 8 r WINDOW WIDTH SECTION P.G.T. INDUSTRIES SERIES ° HR-71 O ALUM. IMPACT HORIZONTAL ROLLER WINDOW IN WHITE FRAME WITH GRAY 5/1 6 LAMINATED IMPACT GLASS N.O.A. 07-0E115.09 1 0 \� 1- 0 O 0 z EXISTING STEEL COL. 1/4'' SELF DRILLING SCREWS AT 9" FROM CORNERS AND BALANCE AT 22 1/2" D.C. (ANCHORING AS PER N.O.A.) Q J tri ✓ 1- IZ I In tEI Z D i D m i n 3 .. at re t ON • hi I w ■ BY: E. RODRIBUCZ i REVISION DATE : DD -DD -DD SHEET NUMBER CG -8 OF 5