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WS-18-3008Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 Permit NO. WS-10-18-3008 Type: Windows/Shutters Workclass: Window/Door Replacement Permit Status: Approved Issue Date: 10/16/2018 Expires: 04/01/2019 INSPECTION REQUESTS: (305)762-4949 or log on at https://bldg.msvfl.gov energov_prod/selfservice Requests must be received by 3:30pm WORK IS ALLOWED: MONDAYTHROUGH FRIDAY, 8:OOAM - 7:OOPM SATURDAY 8:OOAM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAYTHROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE . IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . POST ON SITE 1122320280490 Owner's Name: PETER KONEN Job Address: 10674 NE 11TH CT Miami Shores, FL 3313 Owner's Phone: Total Square Feet: 0 Total Job Valuation: $ 2,707.83 Contractor(s) Phone SOUTH FLORIDA RESTORATION INC (305)651-9660 Address 675 NW 116 ST, MIAMI, FL 33158 Description: IMPACT WINDOW INSTALLATION WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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. Page 1 of 1 INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf unit ivias Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS -WINDOWS & DOORS INSPECTION DATE INSP Attachment I FINAL /l PUBLIC WORKS INSPECTION DATE INSP Excavation FINAL ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Weil Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final Oraimmou PLUMBING COMMENTS INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS BUILDING PERMIT APPLICATION ElBUILDING D ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: 10674 NE 11 CT 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 ❑ ROOFING El PUBLIC WORKS Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL RECEIVED OCT 02 2018 FBC 201.4 WS -2c08 ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: • Miami Shores Folio/Parcel#:11-2232-028-0490 County: Occupancy Type: Miami Dade Zip: Is the Building Historically Designated: Yes' NO Load:.. Construction Type: Flood Zone: BFE: FFE OWNER: Name (Fee Simple Titleholder): PETER L KONEN Address:10674.NE 11 CT Phone#: (305) 505-1208 city:-MIAMI SHORES State: FL Zip,' 33138 Tenant/Lessee Name: Email: konenp@bellsouth.net Phone#: CONTRACTOR: Company Name: South Florida Restoration, Inc. Address: 675 NW 116th Street Phone#: 305-651-9660 City: Miami State: FL Qualifier Name: David lannacone State Certification or Registration #: CGC052795 DESIGNER: Architect/Engineer: Chris Casariego Phone#: Zip: 33168 954-253-6783 Certificate of Competency #: 954-275-0826 Phone#: Address:4530 N. Hiatus RD Suite 101 City: Miami state: FL zip: 33168 Value of Work for this Permit: $ 2,707.83 Type of Work: ❑ Addition ❑ Alteration Description of Work: Impact Window Installation Square/Linear Footage of Work: ❑ New 0 Repair/Replace 7 Wlnle,w5 ❑ Demolition Specify color•ofcolor thrutile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ CCF $ , . CO/CC.$., DBPR $'> . ' Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 13 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address E ¢ t r City State Mortgage Lender's Nettie -Of applicable) ' a +p '• f Mortgage Lender's Address City ' r, ., State' R. F,,E Zip ( �t Zip • "¢" '' . ' v: ''�d 4 _ 'I t r1' 1 ,1 . p 1% , .' . Lr w1 1 . , 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.per`mit 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.....;- - - f�. 6. i • 1 . - $ , -, 1 I r , ill 1_ :L1., { { `+J I. A* %' . 1 1 tt.t Ls". - t. z`- • 1 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.• "WARNING TO OWNER: -YOUR FAILURE' TO RECORD -A:NOTICE ,OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE- FOR`IMPROVEMENTS-TO-YOUR.PROPERTY. IF -YOU INTEND TO OBTAIN FINANCING;,CONSULT WITH YOUR.LENDER OR AN ATTORNEY -BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." - Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500; the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be -delivered to the person • whose property is subject to attachment -Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. , (-1 , Signature _. Signature `OWNER orAGENT - - -" CONTRACTOR �A -' The foregoing'instiument was acknowledged.befo-i--e'rne this ... -The foregoing instrument was acknowledged before me this y of � daCy 20 (� _ _.-_by _ gtp day of _- C.) k_l' _._..' ,.' ;20'11 ,i by .. . ?tap:. � / j, who is personally known to . �-f'�Q 1V1(1 `Lrj(ir,CDr►�J who is ersonally know to me or who has produced as ` me or who his -prod LI-c--e-d identification and who did take In -Oath. - NOTARY PUBLIC: Sign: Print: --• Seal: SHELLIE L FULFORD 1 , : Notary Public - State of Florida ` ��{cf My Comm. Expires Feb 28, 2021- - APPROVED BY identification and who did take an oath. f Y 1 ,9. NOTARY PUBLIC: • • r Sign: - - Print: Seal: 1 ,1. .. Plans Examiner 401, J ,. ILDA LOPEZ c MY COMMISSION # GG056663 EXPIRES December 20,'2020- J • r� as Zoning (Revised02/24/2014) fi . W - :' Structural Review y Clerk • Miami Shores Viiiage 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). Acknowledgement: Qualif4Owner Signature Date Print Name 6e—+ 1 '4 _Thv‘ d -4-an n.along2-- 10/2/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2232-028-0490 Property Address: 10674 NE 11 CT Miami Shores, FL 33138-2123 Owner PETER L KONEN MARISOL SARDINA Mailing Address 10674 NE 11 CT MIAMI SHORES, FL 33138 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,905 Sq.Ft Living Area 1,472 Sq.Ft Adjusted Area 1,683 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1952 Assessment Information Year 2018 2017` 2016 Land Value $239,085 $239,085 $177,606 Building Value $98,960 $98,960 $98,960 XF Value $0 $0 $0 Market Value $338,045 $338,045 $276,566 Assessed Value $183,456 $179,683 $175,988 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $154,589 $158,362 $100,578 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 (..e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 21 BLK 3 LOT SIZE 75.000 X 130 OR 19408-0757 12 2000 1 Generated On : 10/2/2018 Taxable Value Information 2018 i 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,456 $129,683 $125,988 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $158,456 $154,683 $150,988 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,456 $129,683 $125,988 Regional Exemption Value $50,000 $50,000 $50,000 $125988 Taxable Value i $133,456 $129,683 Sales Information Previous price OR Book - Qualification Description Sale e Page 08/11/2014 $101,315 29276-1429 Corrective, tax or QCD; min consideration 12/01/2000 $158,000 19408-0757 Sales which are qualified 07/01/1998 $112,800 18191-4239 Sales which are qualified 05/01/1992 $85,000 15529-4127 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: T MIAMI-DADE COUNTY DUCT CONTROL SECTION 11805 SW 26 Street, Room 208 786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy • reserves the right to revoke this acceptance, if it is determined by Miami -Dade, caunty PrQdunt Contras' • • Section that this product or material fails to meet the requirements of the applicabre.bxilding coffin..' This product is approved as described herein, and has been designed to comply with; he Ftarida puildin ' • • • Code, including the High Velocity Hurricane Zone. • • • • • • • DESCRIPTION:"Series "Eco-Guard,200" AIuminum Horiib al Rolling Window ; L.M,I.— • APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-20P Nev. Hotiz. Rolling • Wdw. (L_M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19717, prepared b'.A1- • Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Vroduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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, state, model/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# 15-0728.05 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 Sifang Zhao, P.E. 4,2. DEPARTMENT OF REGULATORY AND ECONOMIC R BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: 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) rq •eino-the right to have this product or material tested for quality assurance purposes. If this itodj.ttt or n?aterial fails•tt? • • perform in the accepted manner, the manufacturer will incur the expense of such'testing and WAHJ ma immediately revoke, modify, or suspend the use of such product or material witl}ip• ,ir jurisdi ;tion. R• • • (NOA No. 17-1102.23 — ppiration Date:_ May 27, 2019 Approval Date: January 11, 2018 Page 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 • • 3) Cyclic Wind Pressure Loading per FBC, TT6.2Q3-94• 4) Forced Entry Test, per FBC 2411.3.2.1, and'tAS 202+9 : • • • along with marked -up drawings and installation diagram of at; aluminum horizontal. • sliding window, prepared by Fenestration Testing Laboratory, ine ;Test gvpurt No. • • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. BritigOn, P.E. • • • • (Submitted under..:?J1#14. f 3.17?01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •' 2) Uniform Static Air Pressure Test, Loading per FtiC T 2-94 • 3) Water Resistance Test, per FBC, TAS 202:94 • • • • • 4) Forced Entry Test, per FBC 2411 3.2.1, TA •202-94 • .. • . • • along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) VanZAaro Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, Tg1.S,2Q3-94• along with marked -up drawings and installation diagram of a XbX'alumirium • ' • horizontal sliding window, prepared by Hurricane EngineeringAt Zesting, lac., Test. Report No. HETI-08-2228B, dated 01/15/09, signed and seale d•loy Cand;ele•F.Font; P.E. (Submitted undeeN9A#09-O512.08) . • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 1Q;;34 • 2) Cyclic Wind Pressure Loading per FBC, TAS.203-94 •• along with marked -up drawings and installation diagram of a kO)C:alumtippg. • horizontal sliding window, prepared by Hurricane Engineerink &Testing, Inc., Test' Report No HETI-08-2229, dated 01/15/09, signed and sealed Ty C•andidq'•ont, • P.E. (Submitted under NOA#09-0312.08) 8. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, complying with FBC 6« Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-2 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. • F. STATEMENTS •• • • • • •••• • • e • 1. Statement letter of conformance, complying with FBC 5th Editiea:E2014), with FBC Edition (2017), and of no financial interest, dat d October 11'201.7, prOdfed by Farooq Corporation, signed and sealed by Javad • • ad, P.E. "• • • • `• • • • • • ••• •• •• A`'• .•. • • G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window'Systthns, ILtufnr their Series "Eco-Guard 200" Aluminum Horizontal Rolling Windom4M.I.4,ppproveci on 09/03/15 and expiring on 05/27/19. ' '• E-3 •'• • 54 j M4' Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 • 3 1/2" MAX. HEAD/SILL CORNERS a_ O 0 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I I 31 1/4" 72" I I I I 32 3/4" D.L. OPG. 35 3/8" VENT WIDTH D.L. OPG. 3 1/2" MAX. HEAD/SILL CORNERS 111" WINDOW WIDTH 10 5/8" MAX. HEAD/SILL CORNERS / 1 I I \ i /1 • • • WINDOW HEIGHT 58 3/4" VENT HEIGHT 55 7/8" 'i __ _4_ 11 'I _ i' --/ _ -Z.- / ' o O _ =-err-1-�'-Im-= i �1J. 1 _ 1 _ =-�r----r i/li 1 _ 1 '% C�m V , - 3 • 1 ,1 It l `. I 1 el I I \. 1 J FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS 0RESE-WINDOWS ,.ARE:RATED_FOR-LARGE.& =SMALL MISSILE -IMPACT: :SHUTTERS:ARE_NOT REQUIRED- 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 a GE SCS 2000 z AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LEES WIDER THAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS 6" MIN. TYP. cs I \I 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH 32 3/4" j 1 D.L. OPG. TO QUAUFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT SIRE-N.D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SIUCONE DOW 899 AT /4 POINTS ALL SIZES GLASS TYPE 'C' ECO— GUARD (2)ANCHORS AT MTG. STILE ENDS TYP. (4ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '•' ON SHEET 2 ONLY SERI ALUMINUM HORIZ 0; DESIGN LOAD RATINGS FOR CHARTS SHOWN ON SHEETS TAB 0 0 c as v U CO CL APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLUNG WITH OTHER___ WINDOW TYPES IN MODULES OF TWO -OR MORE WINDOWS USING MIAMI-DADE COUNT`( ,APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL •.. • WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITHLTHE, fREQUIREMENTS-OF - THE --2014-(5TH-EDITION)%2017}(6TH EDEION) .FLORIDA ."'• BUILDING -CODE -INCLUDING -HIGH -VELOCITY HURRICANE ZONE (HVHZ). • • • • 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOAM • • TO THE BUILDING STRUCTURE. • ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • • MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. SETTING BLOCKS AT LAM. GLASS AND INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS PRODUCT Ds comply ez2i ,vi , iate F :cr:do Building Code N011-1v F11-_z3 Expiration Date -Q&bi 1 Zo tR By Zhao 14iami Dade Prxh.:.ct t'.en/roi olo 60. ``J lllllt/��y' 70592 •• • 8 N J -J Vi v, w (/) V) co T 0) C3 OM 2 o3•. utj FAX (305) 885-5902 ••. • in 0 in .5 •• • • 0 0. .c 0 co o R. • 4 0 g. .0 0) 0 0 0 r di c, 0 c 0 O W L. aV N 0 v 0 N, c Q EE drawing no. W09-12 (sheet 1 of 7 • • DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1/8" 74" 26" (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1 /2" 37" 53-1/8" 74" 18-3/8" 4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 50-5/8" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 63" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 36" 48" 60" 72" �3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" �4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" 48. (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. ( ) = NO. OF ANCHORS OF ANCHORS * MAX. WITH PER HEAD & SILL PER JAMB LOAD FOR THESE SIZES IS -90.0 PSF (4) ANCHORS AT MTG. STILE ENDS 4 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'X0 OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" " (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 * 70.0 80.0 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 48" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 * 70.0 80.0 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W). (1/3w) 4 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 .70.0 80.0 74" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72" 84") 96" 4-8" 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60' (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' •• • • •• • • • • • • • • • • •• .• • • • • • • • • • • .• • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 fie c_:r,splrill_; ::'!'r=: c:::: Fif::1..4L;41 cs:lrsE i� `�:liyC Ac aT;. icc 1-f}o2 5 Expirations Date __ 7t BY S' ?1,1447 IVEiani Dscle 1'r net Contrc4P ,111111111//��' EhNi40 ATE OF OR10P. • �NAttie`� i` z • n. Oego 4 11 .. mot I. Rr" Clarct O n. a O 4 b Ei rglqui ZN- QWC12 C 0 w N Q. 0 FAX (305) 885-5902 ) in 0 in •• • • 0. 0 co to 0 • .� m0 N n_ 0 0 g 8 0 0 '0 0 0 0 C 0 0. Ial 1 0 0 N O 1 8 0 c drawing no. W09-12 (sheet 2 of 7 0 1BY WOOD BUCK • o 4 4 a' a 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE. DIST: • a • z 0 :I II it EDGE DIST. a q a. • TYPICAL ANCHORS SEE ELEV. FOR SPACING -J U) co N EDGE DIST. METAL. STRUCTURE N TYPICAL ANCHORS SEE ELEV. FOR SPACING v. 1BY WOOD BUCK EDGE DIST. MIAMI—DADE COUNTY APPROVED MUWON do MUWON ANCHORS SEE SEPARATE NOA EDGE DIST.* TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. v. ' >. TYPICAL ANCHORS SEE ELEV. FOR SPACING DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY tELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS••• 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MUWONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED -BLOCK AT JAMBS fm = 2000 PSI MIN. • • • • • • • • • • •• •• PRODUCT REVISED as con plying with the Florida Building Code Acceptance No Expiration Date Miami a ciProduct Control 1102.13 o111I111 . 70592 • • , • • • • •• . •• 4 re" V COMP-ANL\W09- c FAX (305) 885-5902 m u7 co c O r 0 y c 0 a 0 d 0 •• • • z i • • • El N N 0 L 0 0 O O tri O 0) G 0 c 0 O W N 0 q §a 0 u drawing no. W09-12 sheet 3 of 7 1/4" MAX. HIMS S 1 1 ft. STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w 0 w METAL STRUCTURE 1/4" MAX. SHIM 'TYPICAL ANCHORS —SEE ELEV. FOR SPACING VENT WIDTH D.L. OPG. --SCREEN OPT XO LAYOUT EXTERIOR MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA D.L OPG. WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING • v 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 w VENT WIDTH SCREEN 0 STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY e^J SCREEN OPT. WINDOW WIDTH WINDOW WIDTH 1 /4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT J:F_VWSE:b as complying with the Florida Building Code Acceptance No 1 /-1101. 2%3 Expiration Date iainizolq By fta.+� Miami Dade Jaic .r :l • • • • • •• t •... • •••• 1 • 4 •• •• • • • • • • • • • •• • `��1llllllf�Qe v.;•• VGEN •-••. • ; No 70592 • i = 0 U FAX (305) 885-5902 885-5299 0 c 0 a .` 0 to N 311• • • • L • • fl 2 0 • a • N 0 c j f/) 0 d t./ Q) 0 M O 0 n 0i 0 0 C 0 0 L. 0, 0 0 ep 0 1 0 ATE OF : 41,/,:::: ORIDP .•t%�®`�� ®NAL \‘`' drawing no. wog-12 (sheet 4 of 7 • • • ALT. • • \ EDGE DIST. v• TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING x to METAL STRUCTURE EDGE DIST. 78.1.1 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as complying with the Florida Building Code Acceptance Ak> '1- !OZ. . 3 Expiration Date R By S% f4/15 2h4,0 Miami Dade Prot t Control • • • • .. 4 . • • • • . • • • • • . •.•• • • • • • • • • • • •• • 0 a J I J o 0 W w v)m Qrn E L o�o ••• 0 � • •. in C • • C O o a) .0 • N• fl a 0 0 0 4. 0 N_ a N c O 0 • 1 N U G • N 0 W drawing no. W09-12 sheet 5 of 7 2.750 3.249 .813 .062 1.140 1.610 --a 01 FRAME HEAD .500 1.718 3/16" r- tctl \. 12 O VENT TOP/BOTTOM RAIL ri STEEL REINFORCING --1.140�1.610� .813 3.876 -•-.078 1.058 2.501 .500 0 2.750 FRAME SILL .045 GLAZING BEADS 0 JAMB STILE 0 MEETING RAIL 0 SILL TRACK 0 .1871 .062 2.812 .874 I..- MOV. FRAME JAMB Og FIXED MTG. RAIL 0 FIXED FRAME JAMB 2.688 28 FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6083-T6 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS REQD. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS REQD. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - B FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A FY110 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T8 - 11 - AS REQD. REINFORCING BAR STEEL - 12 - AS READ. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #B X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #B X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQD. FIN SEAL WSTRIPPING - ULTRAFAB 20 Q300T190 AS REQD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL • 1 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A PRODUCT REVISED as complying with the Florida Building Code_ Acceptance No Expiation Date- q By $:44nq Zhop Etitk Ptg • • • • • • • • • • • • 1 •• •• • • 1 • 1 • • • • 1 •• 1 c a 0 1' it; C 0 0) .5 L • • c 0 0. U N • •• • Qi O 0 M 0 t P4 tri 0 h ai 0 O C U w N 0 O • a 0 C drawing no. W09 —12 sheet 6 of 7 • • FRAME TOP CORNER VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER PRODUCT REVISED) as cc a1!piy ag with the Florida Building Code Acceptance No ] 1 102.23 Expiyataun Date _0.5 J'j'i lib Pi BY S:ar Za 110 Miami Dade Proc sot Control • • • • • •• • • • • • • • • • • • • •• •• • • • • • • • • • • • •• • ��'' �GE1dSF • � m tao el 14' CL le � N ag 0042 gqg oLo_gri • O IL11- Q Eo2 0 W N_ rn 0 ZJ a 4) L FAX (305) 885-5902 •• • • • 0 a U N N •• • • N Z d n O N O u� O N Of O V 0 W ti c a a i r v drawing no. W09-12 (sheet 7 of 7