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WS-10-1401Inspection Number: INSP - 151877 Scheduled Inspection Date: October 19, 2010 Inspector: Bruhn, Norman Owner: WATKINS, ELYTA Job Address: 113 NE 106 Street Project: <NONE> Contractor: HURST AWNING COMPANY INC Building Department Comments October 18, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -8 -10 -1401 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)308 -3081 Parcel Number 1121360060340 Phone: (305)693 -0600 INSTALLATION OF IMPACT WINDOWS AND FRENCH DOOR. EXISTING SIDELITE TO BE BLOCKED UP. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 149701. Window missing buck at sill. NB Page 16 of 18 )) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERIN /AT NO. \ 1LloI TAX FOLIO NO. v o 5a Q �� STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: IV? 1.16 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designat8a`` °y Section 713.13(1)(a)7., Florida Statutes, 11 - Name, address and phone number: original fi c:1 in this orace 0 8. In addition to himself, Owners designates th 713.13(1)(b), Florida Statutes. HA Name, address and phone number: By 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)` Authorized Officer/Director/Partner/Manager Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE oing instrument was acknowledged before me this day of ndividually, or as for ❑ Personally known, or oduced the following type of identification: S QL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. ° / 0 15 ao 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 201ORO524r27 OR Bk 27375 Ps 37151 (19s) RECORDED 08/04/2010 11:27:39 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY? FLORIDA LAST PAGE Suave above reserved for use of recording office �{rrrr s r,¢wN « � Gd�Gs� 1/6" ` ?6 4# 04 0//44/ de- L. 33 / /4 or r LCi-.ink COUW i s OF (Am' 1PIOPR!'Ittvis ;; }i _ ©er d do of rved as provided by Prepared By PdA/ ///fd4 Z Print Name G 8 - ec" 4/w 34 efdz / y7 Title/Office Hof or O =r(s)'s.Authoriz Officer /Director/Partner/Manager who signed above: •" MY COMMISSION # D • 839767 JLt ,,,, EXPIRES November 19, 2012 (407 398 -0153 FbrldallofaniSer ice.com By BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address !�� ee..,, C �t t —��. - ofe ? Tenant/Lessee Name Job Address (where the work is being done) t 1 ME I 0 City Miami Shores Village Bs Building Historically Designated YES NO Contractor's Company Name 't , VYf Auxin 0 \ n . Phone # L CCO C'ontractor's A d dd dre u sss U r ' nu) City { V 1 - ( State Ft., Qualifier L ^ A 164 State Certificate or Registration No. e o 623 5 / Certificate of Competency No. 0000 10543 Architect/Engineer's Name (if applicable) 4l� �l.l..� Phone # 664) .2 4 - 2 42 9 $ Value of Work For this Permit ts,3sa p= Square Footage Of Work: 2- Type of Work: ['Addition [Alteration [New Describe Work: n rraal 4 - rt m ria k tr1 0∎0) F��QtL 1D €i - r * eE. l t zg e:b l l Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee Scanning $ Radon $ Zoning Code Enforcement $ Total Fee Now Due $ atlQ (Onse A...........n Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Far (305) 756.8972 State Permit NO f \t O o 140 Master Permit No. pamgwEll AUG 0 4 2010 AB BY. I/C—L- Electrical Plumbing Mechanical Roofing leer zip n County Miami -Dade Structural Plan Review. $ / 60,14 Phone # Phone # Zip Zip 3z? t 7 ∎ ` k i Repair/Replace [ Demolition CCF $ CO /CC Technology Fee $ Bond $ Bonding Company's Name (if applicable) I v P Bonding Company's Address City State Zip Mortgage Lender's -Name (if applicable) I� -Mortgage Lender's Address City State Zip Application is - made - to - obtain-a•permit - to - do - the-work-and-installations us-indicated. - -I-c rtify -that no-wode 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 01? COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, r CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 01? 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 ken law brochure will be det , red to the perm sted at the job site such posted notice," the whose property is subject to attachment Also, a certified copy of the recorded notice of commen for the first inspection which occurs seven (I) days after the building permit is issued In the inspection will not be approved and a reinspection fee will be charged Signature er or Agent Theforegoing instrument was acknowledged before me this day of 20 by s.. who is personally known to me or who has produced APPLICATION APPROVED BY: Chc 05/13/03 C: , - , r Mit .� My e tttt t ts *x � t QGt% t # tt f4o713se.oys� �X N � � X FMenaeruo er ,er 19, 2p 2 Signature The foregoin day of who • My commisst Contractor instrument was acknowledged before me this 20 by ynall to me or who has produced as cation . who , an oath **#********************************** * * * * * * * * * # * * * * * ** * * * # * * * * * ** * ** Plans Examiner Engineer Zoning t • • . . • • • . • .•. OOOOOOO 12' • • •..... • • • ••• • •• • •••.:.a • • ••••.. • • • ••• .•• • .• • • • • Elyta Watkins 113 NE 106th ST Miami Shores, FL 33138 -2036 1 Story Residence / Flat roof 16'H • • • • . • • Existing Sliding Glass Door Family Room 60' A - 3' SH -37 x 38 3/8 Impact / NOA: 09- 0706.09 / Lawson Industries Manufacturer: Lawson Industries Glass Clear / 5/16 Lami(1 /8 ann -090 pvb -1/8 ann) Change to: B- 9' Total 35.625" 71.75 11 Q CD X X 12' Family Room ••• • • t .... . •...• • • • • • • . . ..... • . • .. . ... . OOOOOO • •• ••• .. • • • • • ...... • •••• • • •••• • • • ...... .... • • • .... • • • • • ...... • • • •• • •• OOOOOO • • •••• • • • A B 3' to close by Mc Kenzie Construction French Door Serie 750 3' CBS Manufacturer: PGT 5" Elco Steel screws NOA: 09- 1028.10 Reabar Type: XX Configuration: OXX Active Door: Hinge Right / Active Right Glass Type: 7/8" LIG (3/16 tmp -1/4 air -7/16 HS /HSLami / Clear Glass Outswing Door iEngineer, PLLC. CONSULTING ENGINEERS 17980 NE 31 COURT #1326, AVENTURA, FL. 33160 Phone (954) 274 -2429 www.iengineerpllc.com; E -mail: iengineerpllcOcomcast.net CLIENT: Elyta Watkins 113 NE 106th St, Miami Shores, FL 33138 COVER SHEET DATE: July 30, 2010 PROJECT: NEW DOORS AND WINDOWS. ADDRESS: 113 NE 106th St, Miami Shores, FL 33138 PAGE i /27 • • • • •••• • .. .. • .. • • • • . . • .. .. • • • •••• • • ••• • • • .. .... •• • • • This computation book contains manual and computerized structural calcul8tiong„catain printed manufacturer's data and Computation pages are numbered. 1 fhru 27 Computations were performed to the best of our knowledge accord9hg to sod'riCand • generally accepted engineering principals and Code requirements, using nationally recognized computer software and in -house developed software. Prior to commissioning into service, the in -house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are mea to cover II computation sheets pages 1 through 27. iEngin.;er, PLLC. A #291.19 Juan C. Moreno. F.L Reg. P.E # 69818 • • • .. • • iEngineer, PLLC. CONSULTING ENGINEERS 17980 NE 31 COURT #1326, AVENTURA, FL. 33160 Phone (954) 274 -2429 www.iengineerpllc.com; E -mail: iengineerpllc(acomcast.net INDEX PAGE ii /27 DESCRIPTION PAGE Wind Toad calculations 1 NOA 09- 0706.09 for alum single hung 3 NOA 09- 1028.10 for outswing alum French door 12 • • • .. •• • • ••• • • • • • • • • • •• •• • .. • • • • • .. •• • • • • •••• •• • • • • •• • • • • • •••• • • • • • •• . • • . • • • • • • • • ▪ • • • ••• • . • . Condition Gcpi Max + Max - Open Buildings Dortiall Gnr•Inearl RI.ilrlinOa 0.00 11 n+F 0.00 AA Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.25 Flexible Structure No Gust Factor Category I: Rigid Structures - Simplified Method • Type of Roof Gabled •-] Kd (Directonality Factor) 1 Yt' • Eave Height (Eht) 9.00 ft Gust Factor Category I: Rigid Structures - Simplified Method • Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0085 • * • Gust Factor Category II: Rigid Structures - Complete Anal sis • • ' Zm Zmin 15.00 Yt' • Izm * (33/z Lzm 1* I* zm/33) "Epsilon psilon • L Q (1/(1 +0.63 *((B +Ht) /Lzm) 1 0.63)) ^0.5 0.91 Gust2 0.925* 1 +1.7 *Izm *3.4 *Q /(1 +1.7*3.4 *Izm 0.8 ' • Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0485 • • iEngineer, PLLC. 954 274 2429113 NE 106th St, Miami Shores, FL 33138 Page 1 of 27 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: JM Company Name: iEngineer PLLC Description: WINDOWS & DOORS REPLACEMENT 113 NE 106th St, Miami Shores, FL 33138 User Input Data Structure Type Basic Wind Speed (V) Struc Category (1, II, III, or P Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Kluge reign (Kilt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B Width Paral. To Wind Dir (L Building 146 11 C 1 2.0 11.DD tt mph Hz :12 60.00 ft 4 10.00 ft 0.00 ft Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Developed by Meca Enterprises, Inc. Copyright 2006 iEngineer PLLC Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = zg = At = Bt = Bm = Cc = I= Epsilon = Zmin = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft • • • • • •• • • 7/31/2010 •• • • • • • • • ••• ••• ••• • • • • • • • • •••• • • ••• • Page No. 1 of 2 • • • • •• • • • • • • • • Page 1 of 27 iEngineer, PLLC. 954 274 2429113 NE 106th St, Miami Shores, FL 33138 Page 2 of 27 WINDO5 v1 -14 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 2 _2_ 1 2 .3. a a a Gabled Roof 7 <Theta < =45 7/31/2010 Developed by Meca Enterprises, Inc. Copyright 2006 iEngineer PLLC • • •• •• • • • • • • • • • • •• • • • • •• • • • • Page No. 2 of 2 • • • • • • • • • • • • • ••0• • • • • Page 2 of 27 a = 4 = => Double Click on receive a help Screen .... • •.•• . • • • • .• • • • • • • 4 0410 4.00 ft any data entry line to Component width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min 1 SINGLE HUNG 3.08333 3.2 9.87 5 0.90 -1.40 50.03 1 -73.19 3.083 3.2 9.87 4 0.90 -1.10 50.03 , - 59.29. 2 FRENCH DOOF 2.99 6.67 19.94 5 0.85 -1.29 47.8'2. - 8.29 2.99 6.67 19.94 4 0.85 -1.05 47.82 � A6.84 • 0.00 ..r.•• •• - •••• • • • •••• Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. iEngineer, PLLC. 954 274 2429113 NE 106th St, Miami Shores, FL 33138 Page 2 of 27 WINDO5 v1 -14 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 2 _2_ 1 2 .3. a a a Gabled Roof 7 <Theta < =45 7/31/2010 Developed by Meca Enterprises, Inc. Copyright 2006 iEngineer PLLC • • •• •• • • • • • • • • • • •• • • • • •• • • • • Page No. 2 of 2 • • • • • • • • • • • • • ••0• • • • • Page 2 of 27 iEngineer, PLLC. 954 274 2429 113 NE 106th St, Miami Shores, FL 33138 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules matorialo Tho do l: L 'tt. J 1 L ...... 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.m iamidade.covvbuiidinacode and regulations governing the use of construction ewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the awlic building code. • •••• • This product is approved as described herein, and has been designed to comply with thg poi jda Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-7700 Flange" Aluminum Single Hung Window - LtM • • A P P R O V A L DOCUMENT: Drawing No. W01-66, titled "SH -7700 Single H u n g I & . imp Window", sheets 1 through 5 of 5, dated 05/27/09 with the latest revision dated 01/19/0, pgip ikting • • • •• • •••• • • .••• by ••• •• • Product Control Revision stamp with the Notice of Acceptance number and expiration date liv the Miami • • • Ldtl1 WUIIIy two= l.OUh[Oi 17IvIsron. • • MISSILE IMPACT RATING: Large Missile Impact Resistant • .' • •• • •••• LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, stdtg aud' folk... L ..t,.t....... A "Mi; Hnde•Cetra• Prede.A Ceitl...,1 ■J pr.....1 ", ,...It.ss 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. 08-0825.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. Page 3 of 27 • • • • • NOA No. 09- 0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 Page 1 Page 3 • • • • • • • • • • f 27 iEngineer, PLLC. 954 274 2429 113 NE 106th St, Miami Shores, FL 33138 Page 4 of 27 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W01 -66, Sheets 1 through 6 of 6, titled "SH -7700 Single Hung Flange Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with the latest revision dated 01/19/10, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, P F, 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 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 09 -2530A and HETI- 09- 2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201:-94. • . •••••• . • 2) Cyclic Wind P r e s s u r e Loading per FBC, TAS 183 -94 . •• .' • • 3) Uniform Static Air Pressure Test, Loading per I1 'TAS 2b, • • along with marked -up drawings and installation diagram of alumipm single $yig :• 4••• • window, prepared by Hurricane Engineering & Testing, Inc., Tes'tlep8rts N5: s. •' • • 4 • • • HETI -08 -2003 C, HETI -08 -2004 A, HETI -08 -2060 A, HET - •08 -206Q 43,: •: • •' • • HETI -08 -2061 A, HETI -08 -2061 B, HETI -08 -2062 A, HETI- 206211, • HETI -08- 2063A, HETI- 08- 2063B, HETI- 08 -2064A and HEW-M-2064 •• • • • • • • • • dated 03/15/08, all signed and sealed by Candido F. Font, P. E. • • (Submitted under previous NOA No. 08-0825.1 • ' ' • • •' • 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 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -2987 and FTL -2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) E -1 Jaime D. Gascon, ' E. Chief, Product Control Division NOA No. 09- 0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 Page 4 of 27 iEngineer, PLLC. 954 274 2429 113 NE 106th St, Miami Shores, FL 33138 Page 5 of 27 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Lawson Industries, Inc., dated 05/28/09 with the latest revision dated 01/18/10, signed and sealed by Thomas J. Sotos, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09 -0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09 -0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 06 -0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. • • • • • • F. STATEMENTS • • • 1. Statement letter of conformance, dated June 19, 2009, signed and sealed by Tliorxia.s J. • Sotos, P. E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed jy • Thomas J. Sotos, P. E. • • • • 3. Laboratory compliance letter for Test Reports No.'s HETI - 08 -.2530 gala HETI -09- 2530B, issued by Hurricane Engineering & Testing, Imo.; wed 03/02/09, all signed and sealed by Candido F. Font, P. E. • 4. Laboratory compliance letter for Test Reports No.'s HETI -3)8 (,• • • • HETI-08-2004 A, HETI -08 -2060 A, HETI -08 -2060 B, HET - 08 -2061 A,... • HETI -08 -2061 B, HETI- 0S -2062 A, HETI -08 -2062 B, HETI-08-2063A, HETI -08- 2063B, HETI-08-2064A and HETI- 08- 2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.1 5. Laboratory compliance letter for Test Reports No.'s FTL -2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 • • • • • • • • • • Page 5 of 27 iEngineer, PLLC. 954 274 2429 113 NE 106th St, Miami Shores, FL 33138 Page 6 of 27 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Testing Proposal No. 07 -3077 for this product, dated August 9, 2007 issued by this office and signed by Manuel Perez, P.E. (Submitted under previous NOA No. 08 -0825.1 G. OTHERS 1. Notice of Acceptance No. 08-0825.17, issued to Lawson Industries, Inc. for their Series "SH- 7700" Aluminum Single Hung Window — L.M.I., approved on 12/18/08 and expiring on 12/27/11. E -3 • • . • • •••• • .. • ... .. • • • •• • • •• • • •••• • • • • • • • • • • •• • • Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 • • • • • • • . • • • • • • •• • • • • • • • • • • •• •• • . • . Page 6 of 27 AT 6. ALL CORNERS - -- Ma O.L.O. W -th – .1148 11 I:, II ,, x l�i% s ii/ o MC�D.LO. Wi•th I! $ II /r/ n r 6' 1 ii 0 n u 6' 14AK . .1 � 6 ' u M i. c - -- - _ l�i% s ii/ o MC�D.LO. Wi•th 0 u II /r/ n // .U. II d u 6' C lft'A 074 9Anf 449 MC 40011. IY •lliww.I PFw..... CI 9.490 DISTALLATION A) 1585 CAI 4 1K AT FRAME LEAD tB) IOC PER FRAME SILL MU FRAME JAMBS (SEE SHEET 14) 6 EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. ID + V4• ►MAX. ABOVE MEETING RAILS 48 53425 WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME VIDTN INSTALLATION imams, �-+{ Anil-- I`- W 4 tax. AT FRAME LEAD • ` 10 19/16 . A I NAK Ot 1 <Rf KW P ER FRAME SAL MNL O.0 S 6 Dom..: [h r .LAMAS LSFE SHEET '► A., D.L.o. 6Ia1M • .IA3 S /t8 " • 01 © 47 48" x 78" E LI7 ELEVATION • INCLUDES UN-EQUAL U TE AND RADIUS HEAD (WHITED TO LOADS ON SHEET 4 OF 5) SERIES -7700 5:.129 WINDOW BUCK WIDTH UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEEP 4 OF 5) SINGLE HUNG IMPACT General Notes; I.) THIS WINDOW SYSTEM 15 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE INCLUDING MOH VELOCITY HURRICANE ZONE VELOCITY (I1VHZ) AND ASTI 1300 -98. THIS PRODUCT 15 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINO'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET g3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEET o3). 8.) SEE SHEET 3 FOR TACK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 5.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) ENT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • • • (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 82 FOR DETAIL & NOTES) • • • • • WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24. • • • • • • • • • • • • SECTION 11.3.3.3. N• ea 1•i/• 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 13uBdTDg Cods � C 6. ©9 12.) MULL= SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED Aslx75•mND * "Oj WINDOWS USING A MIAMI -DADE COUNTY APPROVED MULUON IN BETWEEN ARE ACCEPTABI:E • . • `' ofi • • BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPL D To THE ENTIRE MULLED SYSTEM. - 13.) SEE SHEET # 3 FOR MULLION /METAL ATTACHMENT DETAILS & OPTIONS. I " 14.) ALL METAL /STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO 1361 • • • • • PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2007 FLORIDA BLDG. CODE. • • • • • • • •• • • • INSTALLATION ANCHORS. till PER FR sal (C) FRAME JAMBS tSEE SHEET 14) • EEXT. & INT. FALSE COLONIAL • 44MTINS ARE APPLIED V/ •• • • • • / SILICONE AND ARE • • • • •VAILABLE AS OPTIONAL. • • • • • • INSTALLATION ANCHORS um 4 MAE. AT FRAME HEAD (B) NONE PER FRAME SILL (53 FRAME JAMBS (SEE SHEET *4 EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 93329 248522 FLANGE FRAME WIDTH N2 L3(1 sateY VMDOV BUCK VIDTN UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) WINDOW — FLANGE FRAME 93.129 WINDOW FLANGE FRAME VIDTN --I 13 3/4' I— MAX. DC. 6• setts WINDOW SUCK VIDTN EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) 1 1 cD 8 11: 0 1 1 1 4 1 0 1 1 f 1 1 g j ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • ••• • • age 7 of 27 Page 7 of 27 'Engineer, PLLC. 954 274 2429 113 NE 108th St, Miami Shores, FL 33138 1/4' TAPCDN V/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET RI FOR MAX. FASTENER SPACING) 1 1 /B' MIN. D EXTERIOR GRADE PERIMETER CAULKING EXTERIOR 0 EXTERIOR GRADE PERIMETER CAULKING • ALL VDOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEVED BY BLDG OFFICIAL CTYP.) P.T WOOD BUCK NOT BY LAVSEIN IND. MUST SUSTAIN IMPOSED LOADS 4• MIN :•� G, DMEN1, r . zW s SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS INTERIOR • 0 (1) aa ! _ ii,,INR( tt 'A OI - i 1/4' MIN. MBED N' V4' MIN. EXT. GRADE CAULK *14 S.M.S. W 1 1/4• MIN. EMBEDMENT INTO VDOD. (SEE ELEVATION AT SHEET 11 FOR MAX. FASTENER SPACING) *14 S.M.S. V/ 1 1/4' MIN. EMBEDMENT INTO VOOD (SEE ELEVATION AT SHEET *1 FOR MAX FASTENER SPACING) EXT. GRADE EXT. GRADE CAULK CAULK SILICONE ADHESIVE BEDDING COMPOUND •• ••• • • • • • •• 1 /4'•MAI. tiM • • •• •• • • • •• INTERIOR EXTERIOR • • • • • • • • • • • • • • •• • • • • •• • • • • • 1 B� O.2 BY • • • • • vODO •BUCK • • • • • WINDOW FRAME WIDTH NATED GLASS EXTERIOR TIRADE PERIMETER CAULKING .PT. VDDD BUCKS }/4• TAPCON W 1 1/4• MIN. EMBEDMENT INTO CONG (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) 1 ' MIN. EDGE I /B DISTANCE PRoDuy �MVId IIDdds Amplance O J e a w 6.O I' Y -I� ✓ !� I' WINDOW INSTALLATION NOTES; 1. THE VINDOV FRAME FLANGE TO BE BACK- BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER CF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN I /8 SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE 412 SMS DR VD. SCREWS INTO WOOD, OR 1/4' TAPCDNS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO VOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) 1 1 4 1 1 • • F f1 f 1 1 1 1 1 1 1 1 1 1 ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • Page 8 of 27 Page 8 of 27 INSULATED LAMINATED CLASS COMPOSITION TYPE 6 1701 0488 DBecIPfIN , c. 02116 LL ® LAIFRE DESC10PITON I V8• HEAT- STRE1I11TE1E0 GLASS TAC SUme PVB 8y 'DUPONT* B 0097 PLASTIC INTERLAYER v � I!! )' / ' � 3 1/11' NEAT- STNEIGnITENED GLA48 4 %+ mu - 4 9 114• INSULATED AIR SPACE 118' ANEALED GLASS 9 0 rl .I INSULATED IAMINATED GLASS COMPOSITION TYPE 7 1768 MAIN DBBCBMION Ti J DBTAV. /81/2372 DESCREPTIOD I 118• ANNEALED 0.888 VELD PVB Bp •50.UNA 8 0097 PLASTIC TNT[ .4728 v � I■ _ O )m __ _ 3 V8• MDIEALED 0.ASS 4 I/P ILMED AIR SPACE IS 0 ? -. [I p;N} 9 118• ANNEALED 0.8.18 LAMINATED MAW COMPosrrION - TYPE 2 178• MASS DESCBIPRO8 • ■ 81140. IANINA 6 08BCBIPTIOK 1 118' ANNEALED GLASS �. ... MELEXIXIMPSAM e 0097 PLASTIC BRERI.AIER tr —` - a _- ' �.. g natant,. 3 1/8• ANNEALED GLASS 0 780 J ! Ow- LAMINATED CLASS COMPOSITION - TYPE 3 17811 GLASS DESCRIPTION AI_ LI D8TNL LAMINATE I V8' *WALED GLASS Awa 0.090' PLASTIC ITE#LAYER 1EMTRYS PLUS a.A Ep •ouooia Ft 0•78' PLASTIC INTERLATER ;: 0 ! Ow- 3 V8• ANEALED GLASS LAMINATED CLASS COMPOSITION - TYPE 4 TTal MASS DAN AI_ WORSTS 1 VW ANNEALED GLASS E-...— •'= ERACITE PVB 2 0.090' PLASTIC ITE#LAYER .. ,._. Bp •DID'DBT• 3 V8' ANNEAL20 CLASS 0 , *3 LAMINATED COMPOSITION - TYPE 6 (1d MASS DESCRIPTION AI_ ., DBMS c LAMINATE 84CIP17DN I 2 war )EAT- STRENGHTEMED GLASS BUTACITE PV8 Br • OOPONT • D097 PLASTIC WIERLATER . ._ 0 -,+ Mu(P 3 1/W [EAT- STBENGHTE ED GLASS [Engineer, PLLC. 954 274 2429 113 NE 108th St, Miami Shores, FL 33138 GLAZING DETAILS AND OPTIONS 1114 S.M.S. V/ 7 V4 MIN EMBEDMENT INTO V000. (SEE ELEVATION AT SHEET 21 FOR MAX. FASTENER SPACING) oWEATHERPROOF TP INTERIOR FIISH NOT BY LWSDN INDUSTRIES. STICCO OVER METAL LAIN NAR.20 TO EXTERIOR GRADE PLTV000 SIEATHDG TO BE SPECIFIED BY ARCHITECT OD GC ILRTER®1 FINISH BT OTHERS) MOT BY LAVSON INTASTRE3, INC. WOOD FRAME INSTALLATION DETAIL ALUMINUM MILLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE uMITATINS. (ALUM. 0.078• MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN INTERIOR • • SP INTERIOR EXTERIOR EST. GRADE PERIMETER CAULKING NOT BY •LAVE•( DIOISTRIES•. 7O BE APPLIED BY OTHERS JAMB (TWA 11 12 X 3/4• S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) EXTERIOR E2 EXTERIOR GRADE PERIMETER C IN% • • • • • • • • • • FRAME•MllLLfi1G! DLTAZ[ • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • ••• • • LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. 0251CN PRESSURE LIMITATIONS. INTERIOR NOTE. THE ODYOER PR OF SINGLE 1/4• MAE. SHIM METAL CTURE ATTACHMENT DET I. PRODUCT REVISED as complying with then:olds mosorson NRp _ - O 41111 NOTE: 1. AU. STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy a 311 K51 MIN. (STEEL 18 GA MIN. TUCK - 0.0481 8) ALUMINUM : 6083 -75 MIN (ALUM. 0.078 MIN. THICK) O tori LO)! cip 1 1 y 0 6- 1 1� 1 23 0 1 1 z 14 1 1 1 1 1 NA 1 v 0 1 1 ••• • • • • ••• • • • • • • • • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• •• • • Page 9 of 27 Page9of27 En Neer PLLC. 954 274 2429 • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • • • • of 27 age 0 of 27 DESIGN LOAD CAPACITY - VIEW WINDOWS W/ 9H VENTS DESIGN LOAD CAPACITY (PSn - EQUAL WEW1NDOWS S11000 SSY79 ONV S.OUN/i 0999 -969 (s0£) '0N Hd 99I££ V016014 'A310316 '1S O6 'M'N LOS9 °- n ate.arl 6 d0 4 i 1060-0042.1 . wsow .+tavt .......... 5 + / •Pressures (ASf) WINDOW g Jamb Anchor, + / -Roans (ps5 a ' m0(INIr& 13Vd➢QI glitVIIA 39NV'I3 ONIIH 310MIS oo24- s3I2I3E DESIGN PRESSURE CHARTS. & CONFIGURATION OPTIONS WINDOW Jamb GlassType GlaeaType Glass Type „ >�� Glass Type 2 GlassType 3 Gina Type 4 Glass Type 5 Glass Type 6 GI W IDTH HEIGHT Anehora 4 6 8 WIDTH HOGHT 19.128 60.825 60.0 80.0 80.0 19.125 26 4 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 B80.0 80 0 aa C C^ °2° ^^ ^ °n n an n 37 60.826 60.0 60.0 80.0 26.5 42 50.828 6 80.0 80.0 80.0 ' \_ 37 26 80.0 80.0 60.0 80.0 80.0 10 C6.ODC C8 P a9.9 °^ ^ 42 26 80.0 80.0 60.0 80.0 80.0 53.126 50.625 80.0 80.0 80.0 48 26 80.0 80.0 60.0 80.0 50.0 19.126 59 80.0 80.0 80.0 s - 53.125 28 80.0 80.0 60.0 80.0 80.0 26.5 59 80.0 80.0 80.0 19.125 38.375 80.0 8,0 60.0 80.0 80.0 37 59 8 80.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 42 59 80.0 80.0 80.0 37 38.375 4 80.0 60. 60.0 80.0 130.0 48 59 80.0 80.0 80.0 i aa.9 999 53.126 59 I 80.0 80.0 80.0 3 8.378 38.378 00 80.0 00 80.0 80.0 600 80.0 80.0 humk 48 19.126 83 80.0 80.0 80.0 83.125 38.375 80.0 80.0 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 19.125 50.825 8 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 LAWSON 37 63 60.0 80.0 80.0 42 63 6 60.0 80.0 80.0 , . /. . ' ' 28.5 50.625 48 63 80.0 80.0 80.0 37 60.825 80.0 800 80.0 80.0 80.0 53.125 19.126 83 74.25 80.0 80.0 80.0 II 80.0 80.0 80.0 42 60.825 80.0 80.0 60.0 80.0 80.0 48 50825 80.0 80.0 60.0 80.0 80.0 26.5 74.26 I 60.0 80.0 I r 80.0 53.125 50.825 80.0 80.0 60.0 80.0 80.0 37 74.25 60.0 80.0 80 .0 19.125 59 6 6 80.0 80.0 60.0 80.0 80.0 80.0 42 74.25 60.0 80.0 80.0 25.5 59 80.0 80.0 60.0 80.0 80.0 80.0 19.125 78 60.0 80.0 80.0 �, /j!% 37 59 800 80.0 60.0 80.0 80.0 80.0 28.5 78 8 60.0 60.0 80.0 42 59 80.0 810 800 80.0 80.0 80.0 37 78 80.0 60.0 80.0 48 58 80.0 80.0 - - - 80.0 42 78 68.0 79.0 79.0 53.125 19.125 58 83 80.0 80.0 80.0 80.0 - 60.0 - 80.0 - 8.0 80.0 80.o DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS . ; // WINDOW g Jamb Anchors + / • Pressures (PSI) 28.5 63 80.0 80.0 60.0 80.0 80.0 . 80.0 Glass Type 4 60.0 Glass Type 5 80.0 Glass Type 6 80.0 37 63 80.0 810 810 80.0 80.0 810 5 60_12-110 r W, - i 42 63 80.0 no 60.0 80.0 81.0 80.0 WIDTH 19.125 HEIGHT 59 48 63 80.0 80.0 - - - 80.0 - 53.125 83 80.0 80.0 - - - 80.0 �0.6 CO 60 0 0^ p 01111 r '� ��y' �� 19.125 74.25 8 80.0 80.0 60.0 80.0 80.0 80.0 I 37 59 6 60.0 80.0 80.0 28.5 74.26 80.0 80.0 60.0 80.0 80.0 80.0 ig 4 game 12 C9 69 • on n an n 37 74.25 80.0 80.0 80.0 80.0 - - - 80.0 80.0 48 59 60.0 80.0 80.0 42 74.25 53.125 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - - - 80.0 19.125 63 6 60.0 80.0 80.0 �' i iA1V 53-125 74.25 74.0 77.0 - - - 80.0 26.5 63 60.0 80.0 80.0. 19.125 78 8 80.0 80.0 80.0 80.0 80.0 80.0 37 42 63 83 60.0 60.0 80.0 80.0 80.0 80.0 28.5 78 80.0 80.0 60.0 80.0 80.0 80.0 APPROVED CONFIGI(IL... ..N 8 80.0 80 60.0 42 4 78 78 79.0 79.0 - - - 79.0 48 63 60.0 80.0 80.0 71.0 71.0 71.0 53.125 83 60.0 80.0 80.0 • • . • • Y Li I _ - 19.125 74.25 8 60.0 80.0 80.0 UN -E01AL LITF• , • I. I .. .. - _ , • • ,i • :f:: • •• _ - . -_ _,'„ 26.5 74.25 60.0 80.0 80.0 • i • • • • • • • • • • • • • • 4,6 00 ,i i :i REVD ` um 37 74.25 60.0 8 80.0 4 2 53.125 74.25 74.25 60.0 80.0 80.0 60.0 80.0 80.0 4 9�� I; • • • • • -� � A • ` • • '�,'(: ma .. p ' � 004f00 J, �1r ,, �, • , •.. •.. Diva 19.125 78 8 60.0 80.0 80.0 � -s 26.6 78 60.0 80.0 80.0 37 78 60.0 59.0 80.0 79.0 80.0 79.0 I ••• • . • • ;O L I ,.. ;. r - D ; 42 78 En Neer PLLC. 954 274 2429 • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • • • • of 27 age 0 of 27 HILL OF MATERIALS ITEM # PART / REQD. DESCRIPTION REMARKS 1 1 -7801 1 FIN FRAME HEAD 6063 -T6 ALUMINUM 2 L -7802 1 FIN FRAME SILL 6063 -T6 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM 5 L -7705 1 VENT MEETING (TOP) RAIL 6063 -T6 ALUMINUM 6 L -7706 1 VENT BOTTOM (LATCH) RAIL 6063 -76 ALUMINUM 7 L -7707 2 VENT JAMB (SIDE) RAIL 6063 -T6 ALUMINUM 8 L -7708 AS REO'D. GLAZING BEAD C 3/8' ) 6063 -T5 ALUMINUM 9 FS -006 AS RED'D. FRAME ASSEMBLY SCREWS 08 X 3/4' P.H. PHILLIPS 10 FS -040 AS REOD. INSTALLATION SCREWS 014 X 1 1/4' F.H. /PHIL. 11 1 -7531 AS REO'D. BULB VINYL VTS'P 1/4' DIA. BULB 03033 12 PWS -003 AS REO'D. FIN SEAL WEATHERSTRIP 187'x.230' 13 PVS -005 AS REO'D. FIN SEAL WEATHERSTRIP .187•x.350' 14 PVS -009 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC -024 -1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L -7711 AS REO'D. GLAZING BEAD/ INSULATED 6063 -T5 ALUMINUM 17 L -4204 AS REO'D. GLAZING BEAD - RADIUS 6063 -T5 ALUMINUM 18 L -7723 1 SASH BALANCE CAM /GUIDE C2 X VENT) 19 L -7725 2 RIG1D VINYL SASH STOP (2 X FRAME) 20 L -7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L -7539 2 VENT LIFT LATCH 6063 -T5 ALUMINUM 22 L -7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 a AS REO'D. GLAZING SILICONE SEE GLAZING 0 SHT. 3 24 a 2 Laminated Gloss SEE GLAZING DETAILS 25 HC -D57 -1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 a 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026 -1 1 SCREEN FRAME 6 MESH 29 L -7730 1 PRODUCT LABEL 30 4 a r a 31 514-5504 AS REG'D. JOINT SEALANT SM -5504 32 a AS REG'D. PERIMETER ACRYLIC CAULK OSI PULYSEAMSEAL 'Engineer, PLLC. 954 274 2429 113 NE 108th St, Miami Shores, FL 33138 FRAME HEAD L -7701 0 ( 4087 -T6 AWIMUM ) 300 062 Tf 044 J VENT INTERLOCK RAIL L -7705 0 ( 6063 -TB Aw*QN0 ) VENT SPRING LATCH L -7639 0 ( 6083 -T6 ALUMINUM ) VENT JAMB RAIL L -7707 ( 6043 -16 ALUMNUS ) 0 ( .3751 ( 6003 -T6 AW01850 ) FRAME JAMB L O ( � 3 (� VENT BOTTOM RAIL (ma-16 amp ) 1 -7708 0 GLAZING BEAD 1 -7708 0 ( 6083 -18 AW 34U0 ) GLAZING BEAD L -7711 16 ( 6003 -TO =um ) GLAZING BEAD L -4 ••• • • • • •• • • • ••• • • • PRODUCT RSY■SED A 11d1n C No 0,. -4 ..0 • (��i 1I • • • , - • a« • • • !r. �� Pedals • • •D)idslao• • • • • • • • 0 FRAME TOP CORNER 4 •'III III 0 VENT BOTTOM CORNFR FRAME BOTTOM CORNER VENT TOP CORNER PFNT TOP 040 FRAME & SASH CORNER DETAIL 1 1 a z A - • 0 8 - O � O rn o m 1 It i • 1 i 1 0400 • • • • ••• • • • • • • • • • • • • • ••• • • • a • • • • • • • • • • •• •• • • 0 •• •• 000 • • • 040 • • Page 11 of 27 Page 11 of 27 iEngineer, PLLC. 954 274 242913 NE 106th St, Miami Shores, FL 33138 Page 12 of 27 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION PGT Industries 1070 Technology Drive Nokomis, FL 34275 ►,SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLI?R BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.$ov/buildingcode This NOA is beim,. issued under the applicable rules an# regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this_p�roduct or material fails to meet the requirements of the applicable building code. This product is approved descnibedherem, and has been designed to comply with the MMonda tsu1ding Code, including the High Velocity Hurricane Zone. •" "• DESCRIPTION: Series "FD -750" Outswing Aluminum French Door w /Sidelitg%a 1.M.I. , o APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door 8s giele Lites, ct ", sheets 1 through 12 of 12, dated 12/23/04, with revision D dated 01/25/10, prepared brtitt manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Produgf Cbbtrol Rc,AI'd% stamp with the Notice of Acceptance number and expiration date by the Miami-Dad C'o'unty Pro= • Control Division. ' ' • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city AA and • • • LWIUWlug SWWILLV111. iviiarn- �rny l' l .L < ttDl k pplOOC d . , • � .::: ' • • RENEWAL of this NOA shall be considered after a renewal application has been fi and there kas∎Been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0103.02 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 Page 1 Page 12 of 27 iEngineer, PLLC. 954 274 242913 NE 108th St, Miami Shores, FL 33138 Page 13 of 27 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 - 12, Sheets 1 through 12 of 12, titled "Alum. French Door & Side Lites, Impact ", dated 12/23/04 with revision D dated 01/25/10, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) • along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. A. 1 est repons on: () .tur iruri .races 'en, per rm.,, 1 tt huh v t 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports NV.' • • FTL - 4527, dated 02/10/05, signed and sealed by Edmundo Largge da, P : r. • (Submitted under NOA # 05- 0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, per FBC,.TA& X02 -9• • • • , • • 3) Water Resistance Test, per FBC, TAS 202 -9 "" • • 4) Forced Entry Test, per FBC 2411 3.2.1 and. $02 - 94 . • along with marked-up drawings and installation diagram of alumimun doors Qf OXXC • • configuration, prepared by Fenestration Testing Laboratory, Test kaports No.. • FTL - 4528, dated 02/14/05, signed and sealed by _ s undo Lagaps • : • ' L • • (Submitted under NOA # 05- 0419.03) • • ��! ,!r • a uel Per Product Control ' . er NOA No. i:a -10 .10 Expiration Date: February , 2015 Approval Date: February 10, 2010 E -1 • .. •• • • • Page 13 of 27 iEngineer, PLLC. 954 274 242913 NE 106th St, Miami Shores, FL 33138 Page 14 of 27 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (corrrnlUED) 5. 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 doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL - 4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL - 4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL - 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL - 4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and ,TAS. 202 -94 • • • • along with marked -up drawings and installation diagram of al�imiflutn outs'ng French door, prepared by Fenestration Testing Laboratory, Teat•Reports NV .% • FTL - 4315, dated 09/13/04, signed and sealed by Edmundo Lattgt pads, P. B • (Submitted under NOA # 05- 0103.03) •••••• •••••• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comptri'2vith FB•2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E • • Complies with ASTM E1300 -02/04 • E -2 . . • • • • •• • • • • • M = uel Per Product Control Ex 1 NOA No. 09-11 .10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 • • • .• • • • Page 14 of 27 iEngineer, PLLC. 954 274 242913 NE 106th St, Miami Shores, FL 33138 Page 15 of 27 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO), E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. 4. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0103.02, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door w /Sidelites — L.M.I., approved on 03/15/07 and expiring on 02/24/10. E -3 • • • • •••• • • • •• • .i • • .• •• • • • • •••• • • • • •••• •• • .. • .. • • ••• • • • • . • • •• •• •• • • • • .. • • • . • • • . • • • Ul. _e4 Manuel P , . E. Product Control - : er NOA No. 09- 1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 • • • • Page 15 of 27 IEngin • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • • Page 16 of 27 Page 16 of 27 NOA DRAWING MAP MitWOBTSWING IMPACT FRENCH DOOR(S) A NbN§iEtt iM Brea, FL 331 1. GLAZING OPTIONS: A. 7/18° LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LATE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/16° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LATE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER E. 7/8" LAMI LG. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/18° A,.O90 PVB, 3/16° HS). TOPIC SHEET F. 8" LAMA 1.0. CONSISTING OF (1) LATE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16° HS). GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 6 HORIZ. SECTIONS.._ 6 PARTS LIST 7 EXTRUSIONS 8-9 ANCHORAGE 10-12 G. 7/8" LAMI I CONSISTING OF (1) LITE OF 3/18° TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) The LAMI GLASS ASSEMBLY INSIDE (3/16 A,.075 VANCEVA, 3/16° HS). H. 7/8" LAMI I.G. CONSISTING OF (1) UTE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.076 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02 3. CONFIGURATIONS: X O L0(, (L0. O_,X OT, a2, QM, QXQ,)000(,)O0(O O)XX, OR OXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT LUNRS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, p DOOR BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE 2c, LO(, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 6. SHUTTERS ERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL -4311, FTL -4312, FTL. 4316, FTL- 4627, FTL -4628, FTL -4629, FTL -4630, FTL -4921 AND FTL -6841. A ANSUAF&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. CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •• ••• • • • • • •• • • • • • • • ••• • . • • • • • @VADUCT R WDWD as ecultra he Noddy �� %� Qp I?:1R/j� . Dery a f - 2015 wa .' cam�a , Robert L. OWL . P.E. OWL PE RPM Structural .,,. t t Fx g 117 .ER r mn ue eei• • •a • raeras •O • 1{ou 86tt A7�At Mt•Ttlw dltfoAfWe. � • • • • w nb oa .ta�lmveunaaurer�.• • a- • • • • • wm DRIYE NOMA Po BQXrDe jecit 8 � e.egoe QEMERAL M Y * MJD DRAWIMQ MAP r - - ei � ® tae ALUM. FRENCH DOOR & SIDE HIES, IMPACT Rwtlep mA" a °°� aes 1?I2&00 an.eu L.T. " ` • • • . • • • • aye" 4&06 ' I ee.eea�e FD760 yds. •re I FULLI 1 d 12 emnpra I 800041 I !° IEngin • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • • Page 16 of 27 Page 16 of 27 (Engine , PLLC. 954 274 2429 EXTERIOR EXTERIOR • 0 L 7116° NOM. 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER - ► 3/16°° HEAT STRENGTHENED GLASS GLAZING DETAIL �" SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/8° NOM. INTERIOR NOGM MD • • • 6/8° GLASS BITE 3/10° TEMPERED GLASS AIR SPACE 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3116° HEAT STRENGTHENED GLASS traritEhoR • • • EXTERIOR • • • • • GGRZIN'a D • L' • TAi • t • ,TYING BLOCK 7/8" LAMI I.G. GLASS WI PVB INTERLAYER • FJc 1WI2 "'6'�0' CONDE • MS • • • • • • maw •.m • - - • • • ts7o7EQHNOL00r�N8 Ja 0 9 . � No fiasw�Air • • • • • • NOKOMA FL 34275 p er or 0 eI F,IL 1229/00 L.T. LT, 113 NE 106th St, Miami Shores, FL 33138 AAOA0 FL 84270 GLAZING DETAIL ` SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 7/8° NOM. 3/16° TEMPERED GLASS AIR SPACE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 6/8" GLASS 6/13° GLASS BITE BITE EXTERIOR 1 'I INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER 7/16° NOM. 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .076° VANCEVA INTERLAYER 3/18° HEAT STRENGTHENED GLASS .076 VANCEVA INTERLAYER 3/16° HEAT STRENGTHENED GLASS GLAZING DETAILS ALUM. FRENCH DOOR & SIDE UTES, IMPACT FD7SO I FUL I .� 2 tl 12 I�� 8000 -11 I D Robert L Clark, P.E. PE 439712 Structural ••• • • • • •• • • • • • • • • • • • • • • ••• • .• • • • • • • • • • • • • •• • • • • • • • • • • • • • • Page 17 of 27 Page 17 of 27 IEnglne PLLC. 954 274 2429 PX J.R JdL FJC Table la. Glass Type and Test Report Number A - 7/16" LAMI (3/16"A,.090 PVB, 3/18"HS) B - 7/18" LAMI (3/16 "HS,.090 PVB, 3/18"HS) C - 7/16" LAMI (3/16"A,.076 VANCEVA, 3 /16"HS) D - 7/18" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) E - 7/8" LAMI I.G. (3/18 "T, 1/4" AIR SPACE, 3/16 "A,.090 PVB, 3/16 "HS) F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/18"HS,.090 PVB, 3/18 "HS) G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3/16118) H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/18"HS,.075 VANCEVA, 3/16 "HS) FTL- 4311, 4312, 4315 UPGRADE FT1.- 4311, 4312, 4315 FTL- 4527, 4528, 4529, 4530 UPGRADE FTL- 4527, 4528, 4529, 4530 FTL- 4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 Fit-4527, 4528, 4529, 4530 UPGRADE FM-4527, 4528, 4529, 4530 • • arc 1219/04 LT. •. ••• • • • • • •• • • • • • •• •• • • • • •• NO wexa6enNt8i*e3 • • 113 NE 106th St, Miami Shores, FL 33138 •aoa • mat • •• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• • • 107OTEOHNOLOOY WINE NOKOMIS FL 3078 P.O DESIGN PRESSURES ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT ••,66•e 112.1.: 62.,0 D tL 61n FD7W I NTS 3 " 12 I 80041 0 0T Es: 1. IF USING THE OPTIONAL LOW -RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +60.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL -5941) PRODUCT REVISED as tom*** wHEeda t Baktbss laca0 ,% /0 iii...., 4 rrt L Clark, P.E. PE 639712 Structural 20 /5 Page 18 of 27 Page 18 of 27 I U I C 1 . I V I a 1 P J I U MI l Id I I l r 16RTDui Or1 %MI ) Configuration Width (in) Allowed Glass Types Height (In) 79 3/4" (65 83 3/4" (7 87 3/4" 913/4" 95 3/4" ( 85 X 37' (3 A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 -100.0 +100.0 -100.0 +100.0 -100.0 French Door CA3 +100.0 -100.0 +100.0 -100.0 +100.0 )0( 71 3/4" (6°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 - Full Jamb 3611/18" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 0,0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite h 33 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3811/16" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,0 +100.0 -100.0 +99,9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 IEnglne PLLC. 954 274 2429 PX J.R JdL FJC Table la. Glass Type and Test Report Number A - 7/16" LAMI (3/16"A,.090 PVB, 3/18"HS) B - 7/18" LAMI (3/16 "HS,.090 PVB, 3/18"HS) C - 7/16" LAMI (3/16"A,.076 VANCEVA, 3 /16"HS) D - 7/18" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) E - 7/8" LAMI I.G. (3/18 "T, 1/4" AIR SPACE, 3/16 "A,.090 PVB, 3/16 "HS) F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/18"HS,.090 PVB, 3/18 "HS) G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3/16118) H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/18"HS,.075 VANCEVA, 3/16 "HS) FTL- 4311, 4312, 4315 UPGRADE FT1.- 4311, 4312, 4315 FTL- 4527, 4528, 4529, 4530 UPGRADE FTL- 4527, 4528, 4529, 4530 FTL- 4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 Fit-4527, 4528, 4529, 4530 UPGRADE FM-4527, 4528, 4529, 4530 • • arc 1219/04 LT. •. ••• • • • • • •• • • • • • •• •• • • • • •• NO wexa6enNt8i*e3 • • 113 NE 106th St, Miami Shores, FL 33138 •aoa • mat • •• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• • • 107OTEOHNOLOOY WINE NOKOMIS FL 3078 P.O DESIGN PRESSURES ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT ••,66•e 112.1.: 62.,0 D tL 61n FD7W I NTS 3 " 12 I 80041 0 0T Es: 1. IF USING THE OPTIONAL LOW -RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +60.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL -5941) PRODUCT REVISED as tom*** wHEeda t Baktbss laca0 ,% /0 iii...., 4 rrt L Clark, P.E. PE 639712 Structural 20 /5 Page 18 of 27 Page 18 of 27 IEnginee PLLC. 96 472113/18° MAX. WIDTH --. 1 95 314° MAX. HEIGHT ALL 7918° MAX. DLO ALL OX OR XO OXO 713/4' MAX. WIDTH-1 • • • • • r • • •• • • • • • • • • • • •• • • • • • yy • •• • • • • ••• • IVY — • • • • • • • • • - NOTES: •• ••• •• • • • •• 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. • • • • • • • • 110 618° WU [ 10631-K-Mtamh9imrt, FL 31138 36 11116° MAX. WIDTH 26° MAX. °LO 3811/18° MAX. WIDTH 33 3118° MAX. O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS AL UM. FRENCH DOOR & SIDE LITES, IMPACT s°ame•c a•c stir o•,p, aw R7w I NTS 4 d 12 I 8000 -11 11) ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 146 3/8" MAX. WIDTH OXXO (• HOWING EACH VERSION DELITE) PERIM,'REM= q➢b&e //Lc Robert L Clark, P.E. PE 039712 S Page 19 of 27 Page 19 of 27 r P v emu 1 m 4 SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX DLO— •• ••• • • • • VERTICAL SEGIPOIy • • NARROW AND FULL JAMB SIDE LITE SILL ORIGINAL VERSION TOP RAIL MAX DLO MAX HEIGHT ORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL VERTICAL SECTIONS INTERIOR MAX HEIGHT Robert L Clark. P.E. PE 839712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Page 20 of 27 Page 20 of 27 [Engin pAnQAPBIZONTAL SECTION SHOWING (1) OF EACH SIDF Ahig> sT1ffigi snores, FL 33138 DETAIL G STILES AT ASTRAGAL 101100 • • • •_• • • • DETAIL J SLAB AT GLASS BED •• R67AI1.H •• • • • •• DETAIL K NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB (AT HINGE JAMB) (NOT SHOWN ABOVE) mm ` ▪ c • No • • • • • • • • 010W10 D /. • • � • • • • • • oar 12129104 L.T. NM wts 107071F61 NOLOSYORME NCK, FL 84278 PA 8QX 1529 NOKOMIS, FL 3004 DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) DETAIL E JAMB, FULL JAMB SIDE LITE DETAIL 1 JAMB, NARROW JAMB SIDE LITE HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR it SIDE LITES, IMPACT 060100 0~0 pen FD7w 1/2 6 d 12 I 800011 I D NOTE: ASSEMBLY HARDWARE WY (3),11' FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR Dab .:.-,S7c1 'LEI Robert L, Clark, P.E. PE 839712 Structural ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• Page 21 of 27 Page 21 of 27 • • • • • • • • • • • • • • • • (Engine • • 2 INSCRIPTION FRAMERS' PARTS 1 8006 IFNAMB-HEAD & HBIOBIAMB S HEAD, BBJ, &JAMB WPATHPASTNP(SCOLB2AL) U83337f8500 2 8003A IOUT-SW64OSBL 3 80D4C iOUT-SWINCISE .COVHC 600040 4 8008 DRIP CAP 68008 6 8007 (SCREW CLOVER 68067 7 803911NSfAILPIATB 68009 6 -- PRAMBASSEMBLYSCREW 08 I° PH QUAD 781PQA 9 8032 IASTRAOALEM)SBAL 48032 10 8058 IOUr-SWINOSIL(LOW 8188) 48358 DOOR PANEL • • 8018 8019A 8035 8039 8043 8030 jpi7' 8355 • l: — 80388 GEAR/MX OBAR HINGE, 940X.UI PLATE O&1RHINOR DOOR SIDE OFAR MOIL BEARING GEAR MOIL SET -ScREW 86321 U4° GEAR H84($,MID SCREW 012 x314' TRUSS HD MARWIC6 MTG SCREW 01211 12' TRUSSED. THREADEDI0D3/1618X 36' P1AN01OH®(NUT &1618 TRUSS CAMP 81SCIPARIATCLMN2IANISM (ASHIAND) LOCI(MACK LATC3ASS'YBCREWS 08x2' as PMLLTRIE3 5018HOOI.80LT WV (SULLIVAN) VAN) STANDA1L37180HR016TS W /SSROD(SUUJVAN) SHOOTBoLPOBDB • SHOOT BOLT CABDB&BTRJKEO REW 8.32X3/8° SSPH ILTRHD luca"Ik TASTRAQAL(AC77VBHIN®1FF • 8038L LEFT. STRECEPLATBATASR (ACAL(ACTIVEHINGDIBo8n) • • ' r BTRBCBP1ONC 842 X 301 SSPHIILTRHD • • BTNKBPLAISMICSUBSCREW 6.24X 12' PH • 4 BIRIKEPIA'`B`I ir4D &SILL — HEADSTRIKESCREWS103 8X 12 PHILLFH • • • . thitioniAtatfultva 6081LLSS8X 12PHIIL(A9 cDTI'H • 8041 ACIIV8Telta8411(6419APD) 68080* S 11833371TM 20 8012 STBB 68012 21 8014 TOPRAILATHRO0.DEDRODDIBION) 68014 22 8013 BOTTOM RA0•CIII9EADBDRODI19303■ 68013 23 8017 TOP SWEEP 68017 24 8016 BOTTOM SWEEP 68016 SWEEP BC0RW8,94X 12' PHILPH 26 8015 ASTRAOAI,, ACTIVE &INACI'IVR 68013 27 80218 OMRIBNGELL1MBSIDB 680219 28 80204 29 CAME 68018 30 680194 • 31 63035 32 33 34 35 BTRODA 36 7990NUTA 37 60378M 38 39 48030 40 76XLTPAX 42 • 48031 4• 45 46 781080FTX 00$1104381 W511044S1 52 78X3MPT)( •4• 7612FPTX 4s •5D 7858ZAX 78X12PFRUX 51 -b PASSIVE �'iltrAND) •34 • 8044• SrAINLIS 1ST®.PASSIVBLOCK GEAR (ASIOAND) 19 MINA TOP RAIL 1 AO D3NN) 680144 51; a BMA BOTTOM QAOBBITDEIGN) 60163* 7S16IBOLTX •57 .* 1/2° LAG BOLTS IP VI A ON/b4dri4V F1 R,41 ITEM 4 6 7 8 20 21 22 35 36 37 60 61 62 1 4 6 7 8 21 22 35 36 37 60 61 70 80 81 82 83 84 90 91 92 93 94 95 96 97 98 105 105 107 108 109 11000 8806 8018 8007 8009 8012 8014 8013 8039 8028 FD750 NARROWJAMB SIDE LTTE 8066 8038 089 6014 8013 --- ROD 5 /1618X36" 8039 8028 8010 ASSEMBLY par 80338 8056 GLASS, BEADS & SILICONE 8022 8026A 80234 8024A 1224 DPB(RD'TION FRAME -HEAD, SILL & JAMB DRIP CAP SCREW (AVER INSTALLPIATE PRAMEASSOMBLY 08 X 1° PH QUAD STBB TOP RAIL BUI7OM RAIL THREADED ROD 5/1618 X 36 FIAN80PDHEXNUT 311618 TRUSS CAMP 68X314 PH SQDRNBTEKSCREW SIDELITEHEAD TRIM SIDBLITBJAMBTRIM FRAME -HEAD &SILL DRIP CAP SCREW COVER INWTAU,PIATE FRAMBAS8BMBLYSCRBV/ 08 X 1' PH QUAD TOP RAIL BOTTOM RAIL FL 424000 H ®(N UT 5/ 1618 TRUSS CAMP 08 X314 PH SQ DRIVETSK SCREW SIDEUTEHEADTIUM FRAME( IAMB PRI84CIDOORASSEMBLYBBAM 01074 X2 PH BMW 010.241800 NUT 812X1 in. TRIIDTBK SCREW SUBSLIL(OPTIONAL) OLAZINOSPAIANT, DOW OORNBN0899 983, 995 OR EQUIVALENT 7/16° IAMINATBDOIASS (3116' Am...099 9V3.3'16' HS) 7116' IAMINATED CLASS (3/16° Ha..090PV5.3/16 119) 7/16' IAMINATBD GLASS (3/16° ANN.,075 VAN(BVA, 3/16' HS) 7/16' LAMINATE GLASS (3/16 HS.,.075 VAN(RVA, 3/16 038) 7/8' LAMIL(7.(3/16 T, U6 SPAM3/16 ANN„090P 114) 7/8' LAME LO. (3/16" T.1/4' SPA($3/16' HS,JI90PV11, 3116 HS) 7/8' IAMI LO (3/16' T, 1/4' SPACE, 3/16' ANN..07S VANC33VA,3/16 H8) 7/8 IAM1 LO (3/16° T, U4' SPAC33 3/16 HS.,075 VANCSVA, 3/16° HS) BACK BEAD SI.BACOEAD 7/16' BRAD 7/8' IOBBAD VINYL BULB WSTP(HICK) PQM 68006 68005 68007 68009 781PQA 68012 68014 68013 6TRODA 7990NUTA 6037816 78Xi4PSfW 68028 68029 68006 68007 68009 781PQA 68014 68013 6TRODA 7990NUTA 60378M 78X34PSTW 68080 68010 68D33B 68056 68022 68026* SOMA 6TP247 Roma* • * 16Mbac PJC RPM 8 18RBCMDBIA AODDE/W w•2101 tlea MAIM .LR 618104 6 WIDOW IR18B80L DOE Rueter 0610 0 Dam lb° (•sdad•A •iW 55, at 47A0084. memo 212 FJC 12/23/D4 L.T. 403/05 65036006651980686099 WHOM 9184275 P.Q S 9 1879 NQKOIE� 9684474 PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT OdiSablift FD760 I NA 17 a12 I�� 800041 ID Robert L Clark, P.E PE 639712 Swowrel Page 22 of 27 Page 22 of 27 • • • • •• • • • • (Engine( • • • • PLLC. 954 274 2429 .082 7 7— 7 - - . 1 1 1L 3 .636 — '1 #8006 6063 -T6 O FRAME, HEAD, JAMB AND SIDELITE SILL O 7 #8009 6063 -T5 INSTALL PLATE 1.938 .100 r�t-- •••• • • •••• • •• •• • • •. • • 8.250 #8013 6063 -T6 • • BOTTOM RAIL • • • • •• • •• • • • • • L_ .082 .583 f t . 3.638 #8003A 6063 -T6 2 OUT -SWING SILL • #8013A 6063 -T6 • • • • 58 BOlTO 111 AIL, LAG BOLT DESIGN 1 278 1-a— _ 13 NE 106th St, Miami Shores, FL 33138 2.235 .082 .583 T IC - - "3.636_' 1 ® 10 #8056 6063 -T6 OUT -SWING LOW SILL 2.000 .050 I ut 1.353 L —�-1 3 #8004C 6063 -T5 OS SILL COVER x--- 3.990 20 #8012 6063 -T6 STILE 21 #8014 6063 -T5 TOP RAIL 4.434 #8014A 6063 -T5 55 TOP RAIL, LAG BOLT DESIGN .797 O #8008 6063 -T5 Q DRIP CAP L r-1.940-1 .050— #8017 6063 -T5 23 TOP SWEEP .050 T #8016 6063 -T5 24 \tYBOTTOM SWEEP .075 2240 1 170 2.644 2 6 #8015 6063 -T6 ASTRAGAL 1.180 �+— o lr"'"? .311 #8007 6063 -T6 SCREW COVER 20 15 Molex Dm Px 104008 0 OR11500O & Haan oec 000,00 ere 0028+10 FiNsIcart 0 itolotax 0 .u7. 0.053, 12•0e7i 0wu 00,000E FJC 12123104 LT. 4!&DB tiOgili70597,098100iT .ADS LOW ROOOaMf0 K 1070 75010071007 DRIVE Ft 84275 RQ Big 1575 WOWS FL 54274 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDELITES, IMPACT •rone•e F0750 ow I/2 8 a 12 18000.11 I D (-() Robert L Clerk. P.E. PE 039712 Shuotural Page 23 of 27 Page 23 of 27 • • •• • • • • • • IEnginet • • • • ALC. 954 274 2429 1 2280 —+ I 27 #8021 B 6063 -T6 GEAR HINGE, JAMB .•. • • • • • •• • • •• • • • 4 ' 3 ` 8 I 2.622 --P1 661 1 #8028 6063 -T5 SL HEAD TRIM • • .. • \ a +#8022 606845 . • BACKS • • • • • • .076 .326 .126-T .050 O #8056 6063 -T4 SUBSILL, OPTIONAL 1 ..7422 ri .072- 28 #8020A 6063 -T6 GEAR HINGE, COVER 47,1 #8026A 6063 -T5 SL BACKBEAD I 1 .760 113 NE 106th St, Miami Shores, FL 33138 .046 F - I .818 j © #8023A 6063 -T5 0 7/16" BEAD I +'-- 1.783 - 29 #8018 6063 -T5 HINGE, BACK -UP I-0 3.636 70 #8010 6063 -T6 NARROW SL JAMB .437 .967 {+— #8024A 6063 -T5 08 I.G. BEAD r.076 I O #8019A 6063 -T6 GEAR HINGE, DOOR .126 3.261 1.635 #8033B 6105 -T5 FD ASS'Y BEAM .060 62 #8029 6063 -T5 SL JAMB TRIM ra-1.8 .100 37 #8039 6063 -T6 TRUSS CLAMP R.a F.1 R.atx .6R R•ee,a JA a FG Oak Otr •.M otaalro 1TI00 Ream Ream O Ream 0 Chadadltj UPORWElnE Kt NNW RICE 500HNRIH5Th1 SHEET 1 975TEOHNOWCt'DR1YE NOKOA08, RUM P EpO!(OA FL$274 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE UTES, IMPACT F D 7 a 9 11'!2 1 9 « 12 r im"' Robert L'Clerk. P.E. PE 039712 Structural /frle Page 24 of 27 Page 24 of 27 • • • • • • • • • • • • • •• • PLLC. 954 274 2429 ler — TILL - i i: 11° 10.671" MAX. _ _ OC. 1 8.500° ANCHORS ANCHORS — �® ANCHORS 18 .500" _ HT. QTY. MAX HT. QTY. HT. QTY. MAX. - 95 3/4" • (5) 0 C. — 96 3/4` - (8) ,- 863/4" • (5) C 91 3/4° • (6) 91 314° - (8) 913/4" • (6) 873/4 " - (6) 873/4 " - (8) ...._ ...._ 873/4" -(6) ^ - 83 3/4" - (5) 83 3/4" • (7) _ 833/4" • (5) � _ 79 3/4" • (6) 11° 79 3/4" - (7) 11" 79 3/4" - (6) 1 ° 1 I I d — 1 II II 1 — DETAIL A (CONCR ) A DETAIL B (WOOD) A DETAIL C (CONCRETE) sEE NOTE 5 (SINGLE PANEL) 2 OR MORE PANELS REGARDING (SINGLE TYPES: ( ANCHOR TYPES: OF Appuemiry ENCIRCLED 2 OR 3 10R 2 ANCHOR LOCATIONS A (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 • r • 113 NE 106th St, Miami Shores, FL 33138 _ 3" MIN. ATYP. y HNC &SILL " ANCHOR I 1 CLUSTER (TYPICAL) 0 t II II1)01 1111 _ 3° MIN. HEAD & 81u. ATVP. ANCHOR CLUSTER (TYPICAL) - EQ. • SP. TYP. 0 1 111 (3) EQ. SP. TYP. itit t 0 1111 A DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MP TUBE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS. FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4° ELCO ULTRACON 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (36) ®•••• CONCRETE SUBSTRATE USE TYPE 1 AT 13/8" MIN. EMBEDMENT OR TYPE 2 AT 13/4° EMBEDMENT. 13/4" MIN. EDGE DISTANCE FOR BOTH. • • WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8° MIN. EMBEDMENT. •••• • •• • 3. SINGIIE PANEL G10NFIGWRATIONB : (DETAIL A, CONCRETE SUBSTRATE. DETAILS, WOOD SUBSTRATE) HEAD SILC....•8° MIX. FROM FRAME CORNERS. tIAMBS .. ...........R.1l..f'M'•{ul4X. FROM FRAME CORNERS, 18.500° MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.671" MAX. O.C. WOOD SUBSTRATE (DETAILS). i4.848 QR MORS PMIEL LONFIGURATIONS : (DETAIL C, CONCRETE SUBSTRATE) ••L • • imp AND SILL.... pP AX FROM FRAME CORNERS, AND AT 3" AND 8° MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). • JAMB6....11" MAX. FROM FRAME CORNERS AND 18.600° MAX. O.C. •••• •••• 5. MO OR MORS 1igNE1 QONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) A • AND SILL• ed" MAX. FROM FRAME CORNERS, AND AT 3°, 8°, 9° AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8). • • • • • RLHS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". • • Jaw • 111" CAX. FROM FRAME CORNERS AND 10.671° MAX. O.C. • •••• kra 1 WtZDO O - R ' 1;19EANONORALEPER F M MD FlE108 nO sea FJK f9123/04 LT. 41806 NOCIONGEINDENEET CHANGED TAPOOM,TO 787RAOONI NO1NOd*FLWM ��, P. f 342 �e FL EtEI/ i 11" - 10.571° MAX. ata ANCHORS _ _JA HT. QTY. 963!4" - (8) 913/4 " -(8) 873/4" - (8) 833/4° - 793/4" -(7) (7) 1111 ID 1 1111 ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1 1 4 1 1 0 12 I • � a• 8000.11 I D Rob <, L. Clark P.E. PF 1138712 Struotmai • P ge 25 of 27 Page 25 of 27 • • • • • • • • • e • • • • 1Pigi4, PLLC. 954 274 2429 CONCRETE ANCHOR (NOTE 1) • 1/4° MAX GROUT, SEE NOTE 6 •••• t CONCRETE TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) • • • • EDO ANCHO SEE NOTE 1 • • • • • • • utS! AR FJC 12123/00 LT. E 1 1 aura t Dtarnono oatveRim SEE NOTE 1 CHIP rb7AP0QYTO70.1RAapir 1/4" MAX GROUT, SEE NOTE 6 CONCRETE ANCHOR SEE NOTE 1 CONCRETE:.• . OPTIONAL EMBED. SEE NOTE 1 OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) 113 NE 108th St, Miami Shores, FL 33138 a EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) 1x WOOD SEE NOTE 3 ®CONCRETE ANCHOR SEE NOTE 1 TYPICAL DOOR & SIDE LITE HEAD 1/4° MAX GROUT SEE NOTE6 TYPICAL SIDE LITE SILL (DIRECT TO WOOD) 2x WOOD SEE NOTE 3 WOOD ANCHOR SEE NOTE 2 ®WOOD ANCHOR SEE NOTE 2 1/4" MAX. GROUT SEE NOTE 6 3/8" MIN. 1/4° MAX SHIM •• •• • oI FPDRCONCRETE ARFIFJEATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4° ULTRACONS OR 1/4" S84 CRETE-FLEX. MIN. DISTANCE FF P ANCHOR TO CRETE EDGE 1S 13/4 ". MIN. EMBEDMENT: 1/4° ULTRACON - 13/8 ",1 /4" SS4 CRETE -FLEX - 13/4 ". •2. FOITW OOD APJTICRITQNS USE 812 STEEL SCREWS (05) OR ELCO 1/4° 364 CRETE -FLEX -13/6' MIN. EMBEDMENT FOR EITHER. 3PWOOD BUCKS DBPIG1ED AS 1x ARE LESS THAN 1 1/2° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS QEPICTED AS %tkin 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). • eF[ACHMERI.1baALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063 -T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO •1 E FULL•4UPWIT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR at WOOD BUCKS. THE ANCHOR SHALL BE A 812 SMS WITH FULL ENOAGEMEI$T INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN • •8t &WET 10 MAI' BE USED. 5.IFi81L.L 18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED NON- SHFUNK. NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. An•tlEyr Daft R°lrono er•••m 1070 IVONNOLOGY DRIVE NOR MA F13�)d apron pat Q tA9, F 84274 ALUM. FRENCH DOOR & SIDELITES, IMPACT FD7Q0 1 114 111 d 12 �*: 8000.11 D WOOD ANCHOR SEE NOTE 2 OPTIONAL SIDE LITE SILL ( SUBSILL TO WOOD) PRODUCE UMW as ooe+Et$lagwxb.t3a Flsridn 4c Thn, r i!L 2D 4/. 4 Atatopbooso 0 1 • Robert L Clark, P.E. PE 039712 Smature] ge 26 of 27 Page 26 of 27 • • • • • • • • • • • • • • • • IEntnee a . PLLC. 954 274 2429 <=1 EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE ® ANCHOR . SEE NOTE 1,s; 1/4" MAX . SHEET I GROUT, SEE NOTE 5. SHEET 11 ® EMBED. SEE NOTE 1, SHEET 11 • • • TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) • EXTERIOR • • •••• r7 • •• • • • 3.4 KSI MIN. • • CONCRETE • •• •• • • • • • • • • EMBED. ® SEE NOTE 1, SHEET 11 •••• •••• 114° MAX. SHIM- �— • • • • •••• •••• • • • •• • • • • •• •••• • • •••• 6Ms node Pea Rabb* maw a am .W. 002640 D am* $ DnchOg FA 12/23/04 L.T. • •• • • • INN I sx7. ADD 8UB31LL AVALTERNATE TDPaBOTTOMPAL too OETA0$ NOCKANGE87HAS&®T CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 1/4° MAX GROUT, SEE NOTE 5, SHEET I1 CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 113 NE 106th St, Miami Shores, FL 33138 3.4 KSI MIN.. CONCRETE OR 1.5 KSI MIN. CMU" OPTIONAL .._. o�a ,�.r >3.4 K81°f+il(N: ": EMBED. CONCRETES: 8EE NOTE 1 , OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) 1070 TEC H OLOGYORNE mama FL 3UM PAWN NOKO IS M31270 ® SEE CONCRETE -.r NOTE 1, ® ANCHOR, SHEET 111 SEE NOTE 1, SHEET 11 I!r,1_ Uil Ol1711IIIIf I1I1II�y1111' III ■ 1x WOOD, SEE NOTE 3, SHEET 11 4 ' 1/4° MAX SHIM TYPICAL DOOR & SIDE LITE JAMB 1/4° MAX GROUT A SEE NOTE 5, SHEET 1 TYPICAL DOOR SILL (DIRECT TO WOOD) 2x WOOD, SEE NOTE 3, SHEET 11 1/4° MAX SHIM --0-1 k— WOOD ANCHOR, SEE NOTE 1, SHEET 11 1/4° MAX. GROUT, SEE NOTE 5, SHEET 11 CONCRETE ® ANCHOR, 13/8° SEE NOTE 2, MIN. SHEET 11 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fano 1/4 112 a 12 I 1'*thift. 8000 -11 ID OPTIONAL DOOR SILL (SUBSILL TO WOOD) PR®DUCTI 5 &D ss jinn rtu6.le R e AtapEsete Expangien 2b15 JAr 60P, OPTIONAL T7.1�i1 • Robert L Cleric, P.E. PE @36%12 Streood 3 age 27 of 27 Page 27 of 27 ZONE 4 +50.03 PSFI- 59.29PSF AREA 9.87 SQF 09 -0706.09 ZONE 5 +47.82 PSFI- 68.29PSF AREA 19.94SQF 09- 1028.10 0 b ONE STORY RESIDENCE GABLE ROOF RIDGE 13 FT WINDOWS AND DOORS ARE SMALL AND LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED ALL MEASUREMENT SHALL BE VERIFIED IN FIELD BY CONTRACTOR. 1 1 .•. •• ••• • • • ..••. • • • • 60' -0" JOB AREA SEE DETAIL SD -2 •:_: E XfSTING ,§IDELITE TO BE 33j_Ot UP. FAMILY ROOM f 36" X 80" -a a= 4.Oft KITCHEN 37" X 38.375" JOB AREA TOP VIEW SCALE : N.T.S NOTES - DESIGN LIMITED TO WINDOWS, DOORS, CMU AND CONCRETE COLUMN. - ANY CORRECTIONS, INK MARKS, WHITE -OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS REVISIONS NO. DATE 0 (U J —J co 00 W 0 c O 2 co - 3 SEAL DATE 1 07 -30 -10 J (SCALE SHOWN 1 DRAWING NO. S D -1 SHEET 1 OF 3 ZONE 5 +47.82 PSF- 68.29PSF a .. ' 4 . 4 a f : 09- 1028.10 / \ o / / x \ \ \ —1 X o. . . •sV I 0 \/ J ZONE 5 +47.82 PSF- 68.29PSF AREA 19.94SQF 09- 1028.10 EXISTING ROOF TO REMAIN EXISTING CONCRETE TIE BEAM TO REMAIN EXTERIOR 8" STUCCO INTERIOR a" GYP.BD. ON 1x2 FURRINGS @16" O/C W /R4.1 INSULATION EXTERIOR AND INTERIOR PAINT MATCH RESPECTIVE COLORS EXISTING CMU TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN 0 I- " I I- III -III -{ I-111 , I NEW CMU W /(1) HORIZONTAL- ...: , STEEL LADDER 9 GAUGE @ 16: , . NEW CONCRETE COLUMN 8X12 ,?IV (4): #5': & TIES #3 @8" O /C'MAX'•' DRILL EACH NEW #5 REBAR 6" INTO EXIST. STRUCT EPDXY HY -150 ADHESIVE BY HILTI 12'-0" 6" 35.625" 71.75" -I I I-I H I I E: 111 - 1 1I- NEW SLIDING OUTSWING FRENCH DOOR WITH SIDE LITE. LARGE MISSILE IMPACT. 36" X 80" ELEVATION ::::...PcT:ERIOR " SCALE: NTS II I WINDOWS AND DOORS ARE SMALL AND LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED ALL MEASUREMENT SHALL BE VERIFIED IN FIELD BY CONTRACTOR. 6'-8" GROUND LEVEL EXISTING CMU TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN EXISTING CONCRETE FOOTING TO REMAIN NOTES: - DESIGN LIMITED TO WINDOWS, DOORS, CMU AND CONCRETE COLUMN. - ANY CORRECTIONS, INK MARKS, WHITE -OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS REVISIONS NO. DATE CID 07 -30-10 (scALks SHOWN 5 DRAWING NO. SD -2 SHEET 2 OF 3 l NEW WINDOWS, DOORS & BLOCK UP WALL. STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN WIND LOADS: DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2007 AND SUPPLEMENT 2009 AND ASCE 7 -05. WIND VELOCITY : 146 MPH EXPOSURE CATEGORY: C IMPORTANCE FACTOR : 1 GCPI: ± 0.18 CATEGORY : II TEMPLATES AND FIELD MEASUREMENTS ARE REQUIRED PRIOR CONSTRUCTION. STRUCTURAL ALUMINUM: THESE SPECIFICATIONS SHALL APPLY TO THE DESIGN OF ALUMINUM ALLOY LOAD CARRYING MEMBERS. COMPUTATIONS OF FORCES, MOMENTS, STRESSES AND DEFLECTIONS SHALL BE IN ACCORDANCE WITH ACCEPTED METHODS OF ELASTIC STRUCTURAL ANALYSIS AND ENGINEERING DESIGN. 1. ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061 -T6 UNLESS NOTICED OTHERWISE. 2. ALL WELDS TO COMPLY WITH A.W.S CODE (LATEST EDITION) 3. COVER WELDS WITH CORROSION RESISTANT COATING. 4. STRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING CODES: ALUMINUM DESIGN MANUAL. 5. ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS 6. ALL CONNECTION SHALL BE FULL WELDED . (tJ.N.O.), WITH THE STRUCTURAL ALUMINUM ALLOY FILLET WELD: 5356 UNLESS NOTICED OTHERWISE. 7. ALL FASTENER SHALL BE SELF DRILLING FASTENERS BY ITW- BUILDEX 8. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH ALKALI- RESISTANT COATING, SUCH AS HEAVY BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER ACCORDING TO FLORIDA BUILDING CODE EDITION 2007 SECTION 2003.8.4.4. CONCRETE: STRUCTURAL CONCRETE SHALL CONFORM WITH ACI -301 IT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS FOR SLABS FOR BEAMS AND COLUMNS. AGGREGATES SHALL BE CLEAN AND GRADED MAXIMUM SIZES 3/4" CONCRETE ASTM C-33 SHALL CONFORM TO ASTM C-94 CONCRETE TESTING IS REQUIRED AS FOLLOWS: 1 SET OF 5 CYLINDERS FOR EVERY 50 CU. YDS. OF CONCRETE AS PER ASTM C-94 MAXIMUM PERMISSIBLE SLUMP IS 5-6" IN STRUCTURAL CONCRETE WITH THE EXCEPTION BEING SAND CEMENT GROUT REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. REINFORCING STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE " MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ". HOOK ALL DISCONTINUOUS TOP REINFORCING. PROVIDE CORNERS WITH 2# 5 X 5' -0" BEND. CLEAR COVER FOR REINFORCING BARS SHALL BE: • • • e • • • •• • • • G. BEAMS 3" UNFORMED FACES 3" • • • •• ••• : • • �• SLABS 3/4" FORMED FACES IN •• • •• . •• • • • • • •• BEAMS /COLUMNS 1 -1/2" CONTACT W/EARTH 2" • • • • • • • • • • • • • • • MASONRY: ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C -90, GRADE N, FM = 1500 PSI. BLOCK SHALL BE PLACED USING RANDOM BOND UNLESS OTHERWISE NOTED. LAY -UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. THE ENGINEER SHALL FURNISH INSPECTION OF ALL REINFORCED MASONRY STRUCTURES. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C -476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10 ". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C -270. HORIZONTAL AND VERT. MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR -TYPE DUR-O-WALL (ASTM CLASS B-2, HOT - DIPPED GALVANIZED) AT ALTERNATE COURSES (16" ON CENTER), UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM 8 ". THIS REINFORCEMENT SHALL EXTEND 4 INCHES INTO TIE COLUMNS OR BE TIED TO STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL COLUMNS REPLACE THE TIE COLUMNS. LAP VERTICAL REBAR 6 X BAR NO., U.O.N. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LAST EDITION OF FLORIDA BUILDING CODE MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR ". THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. FORM WORK: FORM WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". • • • • •• ••• • • • • • • • • • • • • • • • • • • ••• • • • • NOTES: • • • ;�DISI I�1LIMC - ED TO WINDOWS, DOORS, CMU AND CONCRETE COLUMN. • • •• • •• • • • • • - ANY CORRECTIONS, INK MARKS, WHITE -OUT OR STICK -ONS • ••• •• •• ••• • •• WILL VOID THESE DRAWINGS AND CALCULATIONS HEAD JOISTS FILLED SOLID 9 GAUGE DUR- O-WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) WINDOWS AND DOORS ARE SMALL AND LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED ALL MEASUREMENT SHALL BE VERIFIED IN FIELD BY CONTRACTOR. TYPICAL CONSTRUCTION JOINT -1 1/2" DEPRESSION CMU REINFORCEMENT DETAIL SCALE : N.T.S REVISIONS NO. DATE 0) CO 1 go co U 4t CS a a c O C 2 . 5) as LLI e. _ Z 4-0M O Li r f a W .c w Z E CO a r MATE 7 -30-10 I A S SHOWN, DRAWING NO. SD-3 ( SHEET 3 OF 3