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WS-19-434Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 46 NE 93 ST, Miami Shores, FL 33138 Contacts Permit NO.: WS-02-19-434 Permit Type: Windows/Shutters � or -Classification. Window/Door Replacement Permit Status: Approved Issue Date:03/13/2019 1 Expiration: 08/26/2019 Parcel Number 1132060130190 SILVINA E FAR Owner MARCOS LEDESMA Owner 46 NE 93 ST, MIAMI SHORES, FL 33138 46 NE 93 ST, MIAMI SHORES, FL 33138 Other:3054958880 Other:3054958880 MARCOS LEDESMA Applicant CONSTRUCTION DEVELOPER GROUP Contractor 46 NE 93 ST, MIAMI SHORES, FL 33138 CORP Other: 3054958880 GUSTAVO ASMAN 20381 NE 30 AVE 414, AVENTURA, FL 33180 Business: 3052151988 Inspection Description: IMPACT WINDOWS INSTALLATION (2) Valuation: $ 600.00 Requests: 1305-762-4949 Total 5q Feet: 300.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Scanning Fee $24.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $151.80 Building Department Copy Payments Date Paid Amt Paid Total Fees $151.80 Credit Card 03/13/2019 $151.80 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio a zoning. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner Applicant / Contractor / Agent Date March 13, 2019 Page 2 of 2 2\Z��J fl BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED FBC20 Master Permit No. o Sub Permit No. �y ❑ REVISION ❑ EXTENSION MRENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP / L CONTRACTOR DRAWINGS JOB ADDRESS: 46 rib -�3fj ;;�� City: Miami Shores County: /'4De Miami Dade Zip: Folio/P;krcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholde�r):y MotgAK lPxieS ✓Y1 �} Phone#: 3i75 - �f �iS -�g817 Address: `f�P N6 91 r� 3 "feels City: IA CA* j �jhyCPS State: _FL Zip: 37J ) 3'5 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: (,__(1C'74V0 W AIC'40,oy Phone#: , Address: %&Q &4 '30 7'i1 A City: �U�'�/T� State: 'Ipt'e Zip:4�3,/�_ Qualifier Name: 4 1�-C'74&6) AreA1,44e Phone#:SL L,�Sff State Certification or Registration #: nGc 'e�5'0 ri_Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address State: Zip: Value of Work for this Permit: $ 66(2 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration IN New ❑ Repaic/Replace Description of Work: Specify color of color thru tile: /05s AI ❑ Demolition Submittal Fee $ 0 Permit Fee $ 1 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 th a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subje to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in pection hich occurs seven (7) days after the building permit ' ssue . In the absence of such posted notice, the inspection will rot be proved and a reinspection fee will be charged. , S OWNER,ofAGENT The foregoinbn -y -- Was acknowledged before me this 13 day of �VUQ-N 20 l� by RWC65 �� , who is personally known to me or who has produced identification and who di NOTARY PUBLIC: i Sign: Print: Notary Public State of Florida Josefina Gerez My Commission GG 238740 Expires 09130/2022 7 Sign CONTRACTOR The foregoing instrument was acknowledge before me this t � day of 2 V'QC-( 0 l6 by l6k i�aVO , who is personally known to as me or who has produced identification and who di NOTARY PUBLIC: Sign: A --.I' Print: Seal: I Seal: as �®/O N Notary Public State of Florida f, Josefins Gerez c My Commission GG 238740 t �a Expires 09/30/2022 **•*swrsts*s•***t**.****«.*«**a***e*s.*GG*r*******r**********s*+********s*s****a++*•*a******•*+r***s*•*ss**•* ( v7 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 2/22/2019 Property Search Application - Miami -Dade County All4,A -'ROPERTY APPRANER OFFICE OF THE b, Summary Report Property Information Folio: 11-3206-013-0190 Property Address: 46 NE 93 ST Miami Shores, FL 33138-2816 Owner MARCOS R LEDESMA SILVINA E FAR Mailing Address 46 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SG FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2 / 1 / 1 Floors 1 Living Units 1 Actual Area 2,358 Sq.Ft Living Area 1,834 Sq.Ft Adjusted Area 2,091 Sq.Ft Lot Size 9,600 Sq.Ft Year Built 1949 Assessment Information Year 2018 2017 2016 Land Value $240,217 $240,217 $240,217 Building Value $145,534 $145,534 $145,534 XF Value $2,023 $2,033 $2,042 Market Value $387,774 $387,784 $387,793 Assessed Value $345,704 $338,594 $331,630 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $42,070 $49,190 $56,163 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 7 & E1/2 LOT 8 BLK 2 LOT SIZE 75.000 X 128 OR 15477-3463 0492 1 Generated On : 2/22/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $295,704 $288,5941 $281,630 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $320,704 $313,594 $306,630 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $295,704 $288,594 $281,630 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $295,704 $288,594 $281,630 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/22/2014 $425,000 29181-3589 Qual by exam of deed 04/01/1992 $97,000 15477-3463 Sales which are qualified 04/01/1989 $85,000 14065-2113 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version CONSTRUCTION DEVELOPER GROUP. 20381 NE 30th Ave. #414, Aventura, FL 33180 PH: 305-878-4688 FAX: 786-265-6263 February 24, 2019 State of Florida County of Miami Dade Before me this day personally appeared Gustavo Asman who, being duly sworn, Deposes and says: That he or she will be the only person working on the project located at: 46 NE 93rd street, Miami Shores, FL 33138 Construction Developer Group - Owner License Number: CGC1504895 Sworn to (or affirmed) a subscribed before me this a6 day of �YUC� By CCUt;� Vo , n vwzw% Personally Know ✓ _ Or produced Identification Type of Identification i 0 N Notary Public Stag of FWWO Josefina Gerez My Commission GG 230740 A _ _ ExoiW% 09/30/2022 Print, Type or stdimp Name of Notary 2019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). t: - _laS'�. cla W AW441 Qualifier/Owner Signature Date Print Name �,►W ftprt. J otary Public State of FWxk sefina Gerez • Commission GG 238740 di p pires 09/30/2022 � z6,Zbta Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795,2204 Fax: (305) 756.8972 mouce to uwner — NYorKers" toompensation insurance txemMilon Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time em loyees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person all ed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compenOL surance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BYOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. I Owner State of Florida County of Miami -Dade The foregoing was ackn1ow,le_d'ge_ before me this a0 day of . ��✓ ()6�,f , 20 t6 . By MO�r W�G��1�+�� who is personally known to me or has produced s identification. ' kn Notary Public State of Florid@ Notary:___ „_„_ Josefina Gerez My Commission GG 234740 SEAL: a a� • Expires OW3012022 Aoi" le 07 C see . ....... % . . . . .. .. .. . ....... PAGE '/4 COVER SHEET DATE: February 20, 2019 PROJECT: WINDOWS REPLACEMENT ADDRESS: 46 NE 93rd ST. MIAMI SHORES, FL. 33138 CLIENT: DESIGN BY: AG This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 4. Computations were performed to the best of our knowledge according to sound and 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 thgkoughl� f th�Frked by performing parallel manual computations. The sign and seal provided herein are meant to cover all cR t�gpiRsh� p�ages 1 through 4. \� \ C)`� No 4 50 L A�� glad j��i11i111� ALIOSKAR GANEM P.E. FL. LIC 74745- 18200 NE 19th AVE, North Miami Beach, FL 33162 PHONE (786) 487-4401 - alioskar@ganemconsultingeng.com GAN6M G0�1'OSULTIDJG E11161NEERING �;;�®� C.A. 31187 MEN, � zoa • . . • . 187,Ot7•N � i'�th AVE- • ��1 1%� � • • Qlort�lVlfami•Bea�11; Ffbric�a 33 :FR ■■� �t■ P�one�7Y6) 9]�r6546Fax (3�5184$-9318 alioskar@ganemconsultingeng.com G GANEM CONSULTINGSNnow, 1111111 . ......... . ....... . .. .. PAGE ii/4 INDEX DESCRIPTION PAGE Wind Design 1 Windows NOA ALIOSKAR GANEM P.E. FL. LIC 74745- 18200 NE 19th AVE, North Miami Beach, FL 33162 PHONE (786) 487-4401 - alioskar@ganemconsultingeng.com INEE�t�11('s• C.A.31187 18200 N E 19 "•AjV E ". .' . North Miami Beach—�Jdrid�33i6Z': �. � . * . . 0 . �• � � not i■■ ��1 � lob ��i i�� Phone (786) 916-6546 FSx.1�30�b; 848-9t2 . ... ... . . . .. .. . 1/4 . ....... .... MECAV(!4id oVergion 0.. 6 per ASCE 7-10 Developed by:M:C40tnterpri.ses,•Znc. • • •241 Aopyrlght 2019 www.;recaer.terprises.com - Date 2/20/2019 • • Project No. Company Name ALIOSKAR GANEM PE Designed By ALIOSKAR GANEM PE Address 1380 NE MIAN0i•G4RQPNS•DR iSTE Description City NORTH MIAMl• BEAeH • • • • • • • •Cuflomer Name State FL •• :•: : : :•• :• Prol Location File Location: 1''`,Al1oskaJ"P"0'ieCrQFF ;C• 14i •NE•93rd•ST MIAM: SHORES FL 33138\WINDOWS\WIND.wnd -f- 4 • • • • • • • Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 1.71 : 12 Slope of Roof(Theta) = 8.13 Deg Ht: Mean Roof Ht = 20.25 ft Type of Roof = Gabled RHt: Ridge Ht = 22.00 ft Eht: Eave Height = 18.50 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 2722.00 ft^ 2 Bldg Length Along Ridge = 55.00 ft Bldg Width Across Ridge= 49.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 12.15 ft lzm: Cc*(33/Zm)^0.167 = 0.18 Lzm: 1*(Zm/33)^Epsilon = 573.68 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems L . .. .. . . . .. .. 2/4 .... ....... . z is B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.09 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 43.40 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2722.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 55 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) --------------- ----------- -GCpi (psf) ----------- ------ Leeward Wall -0.50 -26.26 -10.63 Side Walls -0.70 -33.63 -18.01 Wall Elev Kz Kzt qz Press Press Total £t psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ------- ------- ------- --------- ----- windward 22.00 1.10 1.00 44.03 22.13 37.75 48.39 Windward 20.00 1.08 1.00 43.31 21.64 37.26 47.89 Windward 10.00 1.03 1.00 41.19 20.20 35.82 46.46 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- ------ 0.0 ft to 10.1 ft -0.90 -------------------- -41.01 -25.39 10.1 ft to 20.3 ft -0.90 -41.01 -25.39 20.3 ft to 40.5 ft -0.50 -26.26 -10.63 40.5 ft to 49.Oft -0.30 -18.88 -3.25 MWFRS-Wall Pressures for Wind Normal to 49 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) --------------- ----------------- -GCpi (psf) ----------- .. .. . . . .. .. . . . . . . . . .. . . ....... .... Leeward Wall .'• 00;0.4800 0 •••25.35 • -9.73 Side Walls .+0!70 • .•-31.g: : : -18.01 Wall flee/ • • Kz • • 4Kzt• qa.. •press Press Total £t psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 2Z!C'10 - 1-1 •� .40C 044.039. 22.13 37.75 47.48 •d Windward 20s00 •0 •l.b0; :13.391. 21.64 37.26 46.99 Windward 10.10 1:03 * ybo� :41.19 : 20.20 35.82 45.55 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 10.1 ft -0.90 -41.01 -25.39 10.1 ft to 20.3 ft -0.90 -41.01 -25.39 20.3 ft to 40.5 ft -0.50 -26.26 -10.63 40.5 ft to 55.0 ft -0.30 -18.88 -3.25 3/4 . .. .. . . . .. . . 4/4 ' MECAWind Versidrt 2•. 1 0d� f• •A�SCE ;1;10 Developed by MECA Enterprises, IiC. Copyright r rises_com Date 2/20/2019 •••Pgct {gyp- •i• ••• • Company Name ALIOSKAR GANEM PE Designed By ALIOSKAR GANEM PE Address 1380 NE MIAMI GARDENS DR STE 2 Description City NORTH MIAMI BEACH Customer Name State FL • Qroj Z,pc4t i!no• . • • • • • File Location: \\Alioskar\projects\C000\46 NE 93rd SS•MYA :SHC:R**:L h 138\WINDOWS\WIND.wnd •• ••• • • • • • •• a K .2L_f _I J JJ_L_I_J 2: 1 2: 1 ;2 31 1331 2 13 Gable Roof 7 < 0 = = 45 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of Width of Pressure Coefficient Zone "a" = 4.9 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- WINDOW 1 3.00 5.30 15.9 4 0.87 -1.06 45.48 -54.01 WINDOW 1 3.00 5.30 15.9 5 0.87 -1.33 45.48 -65.48 WINDOW 2 2.50 2.50 6.3 4 0.90 -1.10 46.87 -55.55 WINDOW 2 2.50 2.50 6.3 5 0.90 -1.40 46.87 -68.57 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.09 Qhcc:.00256*V^2*Khcc*Kht*Kd = 43.40 psf ra .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . M IAM I -DARE • DEPARTMENT OF REGtJLgk-POKY ANd EJ311ONIIC RE;41ZCES (RER) BOARD AND CODE ADMIINISMATICM 15IVfSION "• • • NOTICE OF ACCEPTANCE NOA Lawson Industries,Inc- :.' 00 8501 NW 90 Street ; ; ; • • • Medlev. FL 33166 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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-7700 (Flange Frame)" Aluminum Single Hung Window — L M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 ACT RATING: Larne and Small Missile LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, 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. 16-1003.01 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 Sifang Zhao, P.E. �z NOA No. 17-1212.21 t Expiration Date: December 27, 2021 Approval Date: February 01, 2018 Page 1 ... • . .. .. . . . .. .. .... ....... . Lawson Industries, Inc. NOTICE OF ACCEPT�h-Ci? �&ENC�'S"MITTED • • ..... . ... ... . A. DRAN'JNG5 . .... .. . . . .. 1. Manufacturer's die drawings and-ec�j • • • • (Submitted under NOA No. 02 0706.V9)' 2. Drawing No. L7700-0901, titled "!;e es 7' 00 Single"Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision .D dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 21 Large Missile impact T—esper FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 2.03-94 along with marked -up drawings and installation diagram of an aluminum single hung - window, prepared by Hurricane Engineering .& Testing, Inc., Test Reports No. RETI- 09-2530A and HETI 09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 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, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-OS-2003C, HETI-08-2004A, HETI-08-2060A & B, RETI-OS-2061A & B, HETI-08-2062A & B, IIETI-08 2.063A & .B, HETI-08-2064A & B, dated 03/1.5/08, signed and sealed by Candido F. Font. P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 2.02-94 2) Uniform Static Air Pressure Test, Loadingper FBC TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Large IVEssile 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 an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F TL- 2987 and .FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo,. P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by: Lawson Industries, Inc., dated.05/28/09., revised on 01/ 18110, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NO.4 _No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA Na. 17-1212.21 Expiration Date: December 27, 2021 Approval.Da:te: February 01,.2018 E - 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . Lawson Industries, Inc. NOTifZ1E 4F.A-CItPTAAEt0! EVIDENCE SUBMITTED . ... ... . ..... D. QUALITY ASSij"NICE 1. Miami -Dude ID4aMeat pf;�egajj tory and Economic Resources (RER). .. . . . .. .. E. MATERIAL CERTIFIC..ATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28.117, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6` Edition (2017), and of no financial interest, dated November 17, 2017, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/281/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted underNO.4 No. 11-0705.09) 3. Laboratory compliance 'letter for all Test Reports No. RETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060A & B, RETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/1.5/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17)- 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc.., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G_ OTHERS 1. Notice of Acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 12/15/16 and expiring on 12/27/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 E - 2 48' 33123' S3.123' INSTALLATION ANCHDRS� WINDOW FLANGE FRAME WIDTH VIN➢OV FLANGE FRAM£ VIDTN INSTALLATION ANCN6ES� WINDOW FLANGE FRAME WIDTH <A) 4 MAX AT FRAME MEAD [...�STALL�TIONANCHDRAW 4 MA%. ATFRAME HEADB) NONEPERFRAMESILL3/4' 4 MAX. AT FRAME HEAD 10 15/16' (H) DONE PER FRAME SILLl33/4•(C) FRAME JAMBS CSEE SHEET 14) A MA%, aC. NONEPER FRAME SILL MAX. O.C� Al (p FRAME JAMBS (SEE SHEET M4) {� I MAX. O.C.AX) FRAME JAMBS (SEE SLEET M4) FFk 6. ( Q (F $ 6•(LlA)( -TYP. O RN - _ I / Max. D.L.O. Wid ALL CORNERS MAX. ABOVE o o ii �i o 1 �I MEETING RAILS ii ii ,> 1MAX. __a__Y __ __- D _ i= B i NHOVL Max. lb.LO. WidtH 8� 1 AT m 6' MEETING HAD_ TAT ~ "i a> 'Rm 6' MEETING RAILS o j �i W 1 a v2' 9 7/8' MAX. BELOW MEETING RAIL -- y! __-- - ss MAX. HELOV 6,MAX D n) 61MAX. C I C EXT. L INT. FALSE COLONIAL C XT. 6 MT. FALSE COLONIAL 52.125• MUNTINS ARE APPLIED V/ 52.125' NTINS ARE APPLIED W/ 47.000 V/ SILICONE AND ARE SILICONE AND ARE VIMIDOV BIXS( MOTH WINDOW HULK WIDTH VMOW BUCK WIDTH AVAILABLE AS OPTI@WL. 6• MAX.-7W. O ALL CORNERS zi a:z MAX. ABOVE --MD ' D.L.O. V42th - y 4 -i 48 11 1 Q, 40 �q 1 AT 6' o MEETING j RAILIO L c IMAM ___-_ f/ it✓ i - _j 6 MAX. VAILAHLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION • • •'� • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (MOILED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 6) • •� h (LDITED TO LOADS ON SHEET 4 of 6) eneraoes: RIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAlfE • •• • A •. .�.�z 1.) THIS WINDOW SYSTEM IS DESIGNID AND TESTED TO COMPLY WITH THE REQUIREMENTS 53.I25• • • ~ OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING INSTALLATION AMA:HORS� WINDOW FLANGE FRAME WIDTH • • • CA) 4 MAX. AT FRAME HEA➢ • • • • • • HIGH VELOCITY HURRICANE ZONE VEIDCITY (HVHZ) AND ASTM 13DD-D9. (B) NONE PER FRAME SILL --� 13 3/4' ` THIS PRODUCT I3 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) (p FRAME JAMHS (SEE SHEET t4) (�q�J MAx. O.C. • • • • • • o 2J WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING I �- " HAx. • • • RESI3PS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS • • • • OF THE F.H.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 (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'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 #3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) M. & INT. FALSE COLONIAL YUNTINS 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 #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24, SECTION 11.3.3.3. • • •• . • • • • • • • w PNUI7UCT REVISED � O . complying with the Florida o Budding Code Acaptamce No 1'}'- I l l2. Z I � 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY JW8 MULED Umi13. _I- EXpYT8110n��?�I O 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED C m WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. L INT FALSE COLONIAL MLINTINS ARE APPLIED V/ 52d25• py Mintni Dn k Pmdnct o BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. AV SILICONE AND ARE AVAILABLE AS OPTIONAL. VM➢OV WICK WIDTH Cao6o1 o 4 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM[ OR OTHER DISSDIIIAR MATERIALS TO BE (LI1111ED TO LOADS ON SHEET 4 OF 6) PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE. ••1••1• 1 �_o :: C4 O O' � u`ni TaC !W- APCON W/ 1 1/4' MIN. 4BEDM MIN. EMBEDMENT INTO CONC. ALL WOOD BUCKS ENGINEERED SEPARATELY — (SEE ELEVATION AT SHEET #1 g TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1 1/8' MIN. D rEMDE➢MENT 1 1/4' MIN. - ad O EXTERIOR GRADE PERIMETER CAULKING .. , I EXTERIOR O C O EXTERIOR PERIMETER SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS 4 INTERIOR MEETING RAILS 18 EXT. GRADE CAULK — d: cX O #14 S.M.& W/ 1 1/4' - MIN. EMBEDMENT INTO WOOD. MATED GLASS .PT. WOOD BUCKS (SEE ELEVATION AT SHEET #1 24 C Q FOR MAX FASTENER SPACING) SILICONE ADHESIVE 3 SILICON COMPOUND e O C Z o r n 12 INTERIOR T 2U ° - 1/4' TAPCON W/ 1 1/4' n uo q F u z A EXT. GRACE/ I O #14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INTO WO (SEE ELEVATION AT SHEI FOR MAX. FASTENER SPA( EXT. G CAULK MIN ' MAX. 'HIM TYP 19 MIN. EMBEDMENT INTO CONC. e n (SEE ELEVATION AT SHEET #1 tn a V FOR MAX FASTENER SPACING) Z.MIz r12 MIN. 10 Z UME N W = - 1 1/8' MIN. a0 m D_ `. EDGE DISTANCE ! o > 0 • •• C9 • a o • a EXTERIOR O ': ,' .: • .. • • i • • • p E EXTERIOR GRADE :,::t;?)•;'tI%r` • • • • • • • o t PERIMETER CAULKING • • yUh� �„ �a -WINDOW FRAME WIDTN 000000 N V 0 LL••••• :• 0. •n- • WINDOW INSTALLATION NOTES' •• • • • • • Ul O aZ��•• 1. THE WINDOW FRAME FLANGE TO BE BACK -BED Q ElT. w a • GRADE CAULK THROUGHOUT THE ENTIRE PER. ei' H�.ANGE • • • • Ha iF3 BY WINDOW INSTALLER (TYP.) • • • • 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO • N BE SEALED W/ AN APPROVED EXTERIOR GRAD@# WAU•11• pG 5.1 BY OTHERS (TYP.) • • • N ft • • • Hr • WHEN THE GAP BETWEEN THE WINDOW FRAME ND 7'Hl♦ BUCK OR : • • • A W MASONRY IS LESS THAN 1/8`. SHIMS ARE NOT Rf QUDRF�. • a ANCHORS NOTE: i • • • H • rn ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR • 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., m o- WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR R ems. CONC. (REFER TO LOAD TABLES AT SHEET 4 OF S FOR QUANTITIES REQUIRED) 3 $ °A 3 N e B vs < rri ti `0 6 � �s '•jci �i PRODUC't'REVISED � H O•1 U'• J� a complyi�,vi0}1he Flondu N O 0. H,dldirg Cede Aexptaea NoI'l-tUl. PY18h011 Dft ------� O Om G. G Miaou Dade Prudnct C[wad m 04 ijs,QIF1 •yy1 •``S` Z6 0 8 24 11 3 - 'SD_LPITOMS'� DODW CCANING B99 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 GLAZING DEPTH G-AZ LAMINATED GLASS COMPOSITION - TYPE 2 n2M GII88 DMD DETAD, GIDNAft OIDRDIIPITON l 2 GLASS -11 ANNEALED GLASS OB90' PLASTIC INTERLAYER =_ - I � d '� SAFIFX PVB by Eastnnn CYvnkol co. 3 1/D' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 3 RE11 rA1SB DEELB@iION DEI'ACL lAIOIU'R DED 1 LB' ANNEALED GLASS SENTRYGLAS by 2 6090' PLASTIC INTERLAYER - --� Kvaray Annnkn, Inc 3 1/0' ANNEALED GLASS I o:Hu• LAMINATED GLASS COMPOSITION - TYPE 4 IL'ElI G1— D—ASS DErAD. 71I@U9E DL9BO'170N 1 1/B' ANNEALE➢ GLASS - - _ = TI1 TRBSIFBL PVB by 2 6090' PLASTIC INTE17LAYFR I lA•.- - - -ai r J Kuraray AnKka, Inc. 3 1/0' ANEALED GLASS 1 nlpAl0"TA-T—EDATED GLASS COMPOSITION - TYPE 5 CIDETAIL LAMINATE DESCRIPRON RENGH7ENED GLASS `- - PVB by C INTE�REN6HTENED GLASS A UM' it 20 Fz _ -- - 'SILICONE OPTIONS', - - DOW CERIUM a" SCOW}:-IIONENEAO 5/31 24 TRENCO SPECTRUM 2 0.000' . —TN INSULATED IAMINATED GLASS COMPOSITION TYPE 6 ITEM GLIB DLSCAD•TIOY DETAlL L4' -- - - - _- .VD' I �+ LAM NATE 0E8(YIPRON 1 1/9' MEAT-STRENUOENED GLASS TROSIFTL PVB by K.—y A+AHca• Inc. 2 0.090' PLASTIC INTERLAYER 3 1/B' HEAT-STRENGii N GLASS 4 1/4' INSULATED AIR SPACE 5 1/0' ANNEALE➢ GLASS INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEY GI.W DE•OIRTTON DETAO, LY - - I TAmINATE DLA�ISON 1 1/8' ANNEALED GLASS SAFLEX PVB by Eastnan Chnnkai c 2 0.090' PLASTIC INTERLAYER 3 NI 1/9' ANNEALED GLASS 4 1/4' INSILATED AIR SPACE 5 I/B' ANNEALED GLASS GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES "6 & 7" INSTALLED ABOVE 30It IN THE HVHZ, THE I.G. IN THE EXTERIOR UTE SHALL BE TEMPERED TO COMPLY WITH THE SMALL, MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). R14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET FOR MAX, FASTENER SPACINI lNTER[OR FINISH NOT BY LAWSON INDUSTRIES, LNG 2X 1/4' MAX. INTERIOR SHIN SPA¢ EXTCK . GRADE BABEDDING To BE BEHIND WINDOW FRAME FRAKE FLANGE BY 2X INSTALLER (TYP.) EXTERIOR EXT. GRAVE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS C 1 JAMB mv.) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIW FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SEE MULLION APPROVALS FOR 4 12 X 3/4' S.D.S. MULLION TYPE, SIZE AND MAX. FLAT HEAD, PHILLIPS. DESIGN PRESSURE LIMITATIONS. (SEE ELEVATION AND (ALUM. 0.076" MIN. THICK) DP TABLES FOR OOANTIT' _ AND FASTENER SPACING) NOTE: THE LOWER PRESSURES OF SINGLE UNG MULL SHALL GOVERN HWINDOW OR MU INTERIOR EXTERIOR / 2 EXTERIOR GRADE—� PERIMETER CAULKING FRAME MULLING DETAIL 26 y 6 6 e Eli m MO l7 M � IIIII�n_(�nJ�II��I 25 � 21 LJ V LJ =J m p in Z ? J Z A mow= z j j v s z� ®~ 5 o- r1 O W k7 a C.) • • �I 11 —SEE MULLION APPROVALS FOR ••• • • �1 MULUON TYPE, SIZE AND MAX. • • • r 1 DESIGN PRESSURE LIMITATIONS. • • Fa NOTETHE LOWER PRESSURE2% OF SINGLE • • 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 BACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. • fERIOR 1/4' MAX. HUNG WINDOW OR MULL SWRL GO''CRN• E SHIN •••••• 12 S.D.S. X 1 L. S • • • • • • n • SEE ELEV. FOR SPACING G • • • � v "4 I\" M' •••• • Ri $ 5 NOTE: •••••• E E $ • 1. ALL STEEL IN CONT.�T WITH N - - - ALUM. TO BE•PdI%TTWpa PLATED. • Z 3 W 9 R • - - 2. METAL STRUCTURES: • • i �Sr: y3 6644 Q zs A) STEEL : Fy • 46 K'HiM,N- ' • • E o! G (STEEL 18 GAD MIN. •HIICV - 0.048-) + • • • • PERIMETER WINDOW FRAME 8) ALUMINUM 6063-� MIN. • x % ti ca d SEALANT EXTERIOR (ALUM. 0.078' MIN. THICK) i • • 4 E1 4d di METAL STRUCTURE ATTACHMENT DETAIL PRODUCT REVISED m w plying wish b'x Florid. 6: Building Code Acc!pr ND I - LI 21 0 EXpimum DDte IBY �g A mii=i Daft l mam Coned s, ©.••• ",'� • •• ,�� Afa4Maa ,• +y6+�� a DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS WINDOW # Jamb Anchors + / - Pressures (psn Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 50.625 6 60.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42 50.625 60.0 8D.0 80.0 48 50.625 60.0 80.0 80.0 53.125 50.625 60.0 80.0 80.0 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 19.125 78 6 5D.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 77 590 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / - Pressures (pst) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80. D 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 1 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 1 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW # Jamb Anchors + / - Pressures (pso Glass Type 2 Glass Type 3 Glass Type 4 Glass Type 5 Glass Type 6 Glass Type 7 WIDTH HEIGHT 19.125 26 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 W o W 0 42 26 80.0 Boo 60.0 80.0 80.0 80.0 48 26 80.0 800 60.0 80.0 80.0 80.0 53.125 1 80.0 80.0 1 60.0 80.0 80.0 90.0 19.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 60.0 80.0 • 53,125 38.375 80.0 80.0 60.0 8D 0 8 0 800 19.125 50.625 6 80.0 80.0 60.0 80.0 80.0 • • 80.0 • 26.5 50.625 80.0 80.0 60.0 80.0 80.0 • 37 50.625 80.0 80.0 60.0 80.0 80.0 • 80.0 42 50.625 80.0 80.0 60.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.41110 • 80.0 • • 53.125 50.625 80.0 80.0 60.0 800 • 80.0 • 19.125 59 1 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 59 80.0 80.0 60.0 1 80.0 80.0 • 37 59 80.0 80.0 60.0 60.0 80.0 800D 0 80.0 • 42 59 80.0 80.0 _ 80.0 80.0 48 59 80.0 80.0 - - •- • • 80.0 53.125 59 80.0 80.0 • 80.0 • 19.125 63 80.0 80.0 60.0 80.0 00.0 • 80.026-5 63 800 800 60.0_ 60-0 37 63 80.0 80.0 80.0 80.0 80.0• 48 63 60.0 80.0 80.0 80.0 • 80.0 80.0 - - 80.0 53.125 63 80.0 80.0 - - 80.0 19.125 74.25 8 80.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 37 74.25 80.0 80.0 - - - 80.0 42 74.25 80.0 80.0 - - - 80.0 48 74.25 80.0 80.0 - - - 80.0 53.125 74.25 74.0 77.0 80.0 19.125 78 8 80.0 80.0 60.0 1 80.0 1 80.0 80.0 26.5 78 80.0 80.0 60.0 80. o 80.0 80.0 37 78 80.0 80.0 - - - 80.0 42 78 79.0 79.0 - - - 79.0 48 78 71.0 71.0 1 71.0 �7 FRAME HEAD L-7701 O S00 a62 1 8I 1 IL7A51 ( e6m-�e Awlm+ow ) FRAME SILL L-7702 FIXED MEETING RAIL L-7704 FRAME JAMB L-77C' O VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL L-7705 L-7706 L-7707 ( eoes-re u.mmrou ) O O (eam tt .���^�) O (eoes-re u7nmtvlt ) --1.377-- 062 2.Om 2.062 .062 ].165 062 l.z3s— VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 L-7708 L-7711 L-4204 O ® 16 17 i, .R62 (W (�ee.77-38— LU.115� ) ( ee -u3s—Im 14.391-T 76 �e17Ii7Il 1m�-+u011• .698 .466 ( eom-re u.mmvlt ) T O I FRAME TOP CORNER 9 I LRAUF HF�n FRAME uuw FRAME c _ / FRAME BOOM CORNERBO�OM CORNER ` VENT TOP CORNER VENT JA.A R RAIL m A VEIN TOP RNL OvExT 13orrou RUL VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-TG ALUMINUM 2 L-7802 I FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-TG 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 BOTTDM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIP 10 FS-040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQ'D. BULB VINYL WTS'P I/4' DIA. BULB #3033 12 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REQ'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 REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 1 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK 6 TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM • 22 L-7523 IX LATCH VENT LATCH SPRING STARLESS• STmXEL , 23 * AS REQ'D. GLAZING SILICONE SEE tLAZIN 8 SHT. 3• 24 ■ 2 Laminated Glass SEE @LAZING JETAILS • 25 HC-057-1 2 VENT LIFT LATCH MOLD%Ib •Y*-" 26 HC-058-1 2 VENT SWEEP LATCH MOLD"NY&Wq 27 ■ 2 FRAME SILL FOAM GASKET SELF 28 HC-026-1 1 SCREEN FRAME & MESH 29 L-7730 I PRODUCT LABEL • • 30 m ■ ■ ■ 31 SM-5504 AS REQ'D. JDINT SEALANT SM-51bf • • • 32 ■ JAS REQD. I PERIMETER ACRYLIC CAULK OSI PHLO(OM AAL a rrrvrrg�����1 p„ C, 4 PRODUCT REVISED O.Y es wmplying with Lhe P!orida Bonding Code ie ' Aecep—No 1'I-1tiA.- Expiration 1 . BMA " 0. 0j O C 1 � n