Loading...
WS-20-361Ws-02 Zp- (01 1/slu'lli Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-02-20-361 AT Permit Type: Windows/Shutters , %r lassi�ication: Window/Door Replacement Permit Status: Approved Issue Date: 03/19/2020 F Expiration: 09/15/2020 Parcel Number 126 NW 107TH ST, Miami Shores, FL 33168 1121360080190 Contacts MERNIER SAINVIL Owner 126 NW 107 ST, MIAMI SHORES, FL 331684309 RJS CONSTRUCTION Contractor RODERICK SPENCER 20535 NW 2 AVE, MIAMI GARDENS, FL 33169 Business:3057054322 RODERICK@RJSCONSTRUCTS.COM Mobile: 7864435346 Description: INSTALL IMPACT HORIZONTAL ROLLERS Valuation: $ 6,800.00 Inspection Requests:D5-762-4949 WINDOWS (12 WINDOW OPENINGS) Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $1.40 Scanning Fee $9.00 Technology Fee $5.50 Windows/Shutters Fee $170.00 Total: $245.60 Payments Date Paid Amt Paid Total Fees $245.60 Check # 1062 03/19/2020 $195.60 Check # 1067 02/18/2020 $50.00 Amount Due: $0.00 Building Department Copy 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 regulptigg construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. re: Owner / Applicant / Contractor / Agent Date March 19, 2020 Page 2 of 2 �3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC ENTERED FEB 18 2020 By-*-(;� INSPECTION LINE PHONE NUMBER: (305) 762-4949 F BC 201';t kPbl Master Permit No. A &— 901 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL [:]PUBLICWORKS JOB ADDRESS: 126 NW 107 Street ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores CountV: Miami Dade Zip: Folio/Parcel#:11-2136-008-0190 Is the Building Historically Designated: Yes NO NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Mernier Sainvil & W LUCienne Phon Address:126 NW 107 Street City: Miami Shores State: FL Tenant/Lessee Name: Email: Phone#: p: 33168-4309 CONTRACTOR: Company Name: RJS CONSTRUCTION Phone#: 305-705-4322 Address: 20535 NW 2nd Avenue Suite 202 City: Miami Gardens State: FL Zip: 33169 Qualifier Name: RODERICK SPENCER Phone#: 786-443-5346 State Certification or Registration #: CGC1514530 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 6,800.00 Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: INSTALL IMPACT HORIZONTAL ROLLERS WINDOWS (12 Window Openings) Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) y CCF $ CO/CC $ _ DBPR $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ ) �� J 4 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 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. Signature cl,�� Signature OWNER or AGENT The foregoing instrument,, was -acknowledged before me this A���7kf VAR' g6L411 , 20 " , by I;Z Sq�l►+� ✓/ L who is personally known to me or who has produced i �2� 4J&-V 5�as identification and who did take an oath. NOTARY PUBLIC: / C Sign: Print: ; �P" ° TERRI P Seal: ¢ commission r Commission Expir Bonded Through �Occt APPROVED BY \ Y/ CONTRACTOR The foregoing instrumentptas acknowledged before me this fT day of �"uAl2-1 20 AV by OO&tlle1, S1 /t!C>�ho i personal) known me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: —/, - i Print: Seal: TERRI P PAGE Commission #GG 106840 Commission Expires 05.21.2021 Bonded Through - Cynanotary Florida - Notary Public Plans Examiner as Zoning (Revised02/24/2014) Struct•jral Review l Clerk 12/16/2019 Property Search Application - Miami -Dade County a IN131 112 Summary Report Property Information Folio: 11-2136-008-0190 Property Address: 126 NW 107 ST Miami Shores, FL 33168-4309 Owner MERNIER SAINVIL &W LUCIENNE Mailing Address 126 NW 107 ST MIAMI SHORES, FL 33168-4309 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,620 Sq.Ft Living Area 1,314 Sq.Ft Adjusted Area 1,464 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $206,472 $196,886 $196,886 Building Value $101,894 $101,894 $101,894 XF Value $1,725 $880 $896 Market Value $310,091 $299,660 $299,676 Assessed Value 1 $103,755 $101,821 $99,727 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $206,336 $197,839 $199,949 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 DUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 3 BLK 205 LOT SIZE 75.000 X 122 OR 14082-1898 0489 1 Generated On : 12/16/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $53,755 $51,821 $49,727 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $78,755 $76,821 $74,727 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $53,755 $51,821 $49,727 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable ValueI $53,755 $51,821 $49,727 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/1989 $63,000 14082-1898 Sales which are qualified 03/01/1981 $60,000 11052-0697 Sales which are qualified The Office of the Property Appraiser is continually editing and updath.g the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: /1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: d1hVA !�5DA& 121491� :� �:2A Qualifier/Owner Signature Date Print Name 14 A a 1 3 , U GARAGE 111 x 63 XOX +65.0 -75.0 N/A (6� NOA # 19-0708.09 37 x 38 XO Zone 4 -42.4 +39.0 +65.0 -65.0 NOA # 19-0708.09 Zone 4-42.4'39.0 53% x 51 XO Egress N/A +65.0-65.0 �•••• NOA # 19-0708.09 N1A• Zone 4 -42.4 39.0 09 :...:. 37 x 38 X0 U•.. +65.0-65.0 � � • .,r x 39•Y&Q: � [I NOA # 19-0708.09 ..,..;65.0 -65.Q �- _ Zone 4 -42.4 +39.0 N©A # V-070$.09 10 Zone 4.42.4 +3V.0..' 53 x 51 XO LAWSON INDUSTRIES +65.0 -65.0 NOA # 19-0708.09 NOA # 19-0708.09 for openings 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 Zone 4 -42.4 +39.0 11 53 x 51 XO Egress +65.0-65.0 NOA # 19-0708.09 Zone 5 -45.2 +35.9 -ir N/A U 74 x 50 XO +65.0-65.0 NOA # 19-0708.09 Zone 4 -42.4 +39.0 CONTRACTOR :RJS CONSTRUCTION 20535 NW 2 Avenue Suite 202 Miami, Florida 33169 \ CU 111 x 50% XOX +65.0 -75.0 NOA # 19-0708.09 Zone 4 -42.4 +39.0 U 53 x 50 XO +65.0 -65.0 `- NOA # 19-0708.09 Zone 5 -45.2 +35.9 U 53 x 50 XO +65.0-65.0 NOA # 19-0708.09 Zone 5 -45.2 +35.9 OWNER: Mernier Sainvil & W Lucienne 126 NW 107 Street Miami Shores, FL 33168 OAPPROVED gY DATE, DEPT DEPTT TO COMPLIANCE WITH ALL FEDERAL i ''it1NIYIIIJI I , ANI) fll-i;111 ATir')�I:1 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing. the use of ion 0tniction • • materials. The documentation submitted has been reviewed and accepted by Miaig Zgde CggntyRER - •• Product Control Section to be used in Miami Dade County and other areas where ahc"ed by the*Ufhority..0 •. • Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade 6m ty Pro:4�c.tControl• • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade emiity) reserve the right* • ; • • to have this product or material tested for quality assurance purposes. If this prd(14&• ar mateRN moils to' • • • • perform in the accepted manner, the manufacturer will incur the expense of such %stin*g and the "AfIJ may 000: • immediately revoke, modify, or suspend the use of such product or material withir:tVeir iurisdic tion� RER0 reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Couigty Pro4u%pbntrol. Section that this product or material fails to meet the requirements of the applicable %4]rii$g 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 "HS-8700 (Flange -Frame)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E, dated 06/21/19, prepared by manufacturer, and 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 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, 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. 17-1212.17 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0708.09 MIaMao-ao-UNTY Expiration Date: April 11, 2022 Approval Date: August 01, 2019 Y711141]q Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated.LVO1/17, prepared by manufacturer, signed and sealed by Thomas J. Sotps, • • • • • • • • • • F. B. TESTS """ '' " • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • ; • 0 ; • • • • 2) Uniform Static Air Pressure Test, Loading l3er.FBC, TARS =-94 ..... 3) Water Resistance Test, per FBC, TAS 202-94 ..• .... ..... 4) Forced Entry Test, per FBC 2411.3.2.1, and•202-94•.•..0 3'A'3 ....:. along with marked -up drawings and installation diagram of an•V%inum horizontal •• 00 sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, �rc�d by00000 Hurricane Engineering & Testing, Inc., Test Reports No. HETI.14-21049 and... :'''': HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E.- • • • (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-30.57, HETI-10-3130, HETI-10-3223 and HET-10-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 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 an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. I1-0705.10) C�- A7, 4; � Manuel P re , P.E. Product Control x miner NOA No. 1-0708.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-1 Lawson Industries, Inc. 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) 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, TA$ 2Q2;94 • • • • • • • • • • • • along with marked -up drawings and installation diagram of 8 spUimbns of Im '. aluminum horizontal sliding window, XO configuration, preP4jj FyHuric e • • • • • • Engineering & Testing, Inc., Test Reports No. HETI-08-2033, UNTI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-20 &,-HtTI-CW-Y .1.6A • • ; • • • and HETI-08-2116B, all dated 02/28/08, and signed and sealed IV Mndidef. Font, * P.E. (Submitted unde *NOANo. 04.0106.05) • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; .. ....:. 2) Uniform Static Air Pressure Test, Loading per FBC TA$ 24--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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 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. Manue Per .E. Product Control E am ner NOA No. 1 0 8.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61b Edition (20171.4ated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. • .... • 000000 (Submitted under•NOA No. Y*7;1-012.17) •, 2. Statement letter of no financial interest, dated 05/20/10, signed•Md Staled by Thomas • • • • • • J. Sotos, P.E. (Submitted under IRWNo. 1.2A;7. 08): • • • • 3. Laboratory compliance letter for Test Reports No. HETI-10-3047„ j3ETI-10'3048, ..... HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-306f t gETI-1*3852B, • • • • • HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-311t1,'HETI-10'-51311 Go**:* HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10 j=, all issued by • • Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 ar�104/21/1.1..'igned,••••, and sealed by Candido F. Font, P.E. (Submitted under AJOAW& 11-9±705.10) : • • • • 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued byomtiiricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11 -0 705. 10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, and signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04/13/17 and expiring on 04/11/22. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E dated 06/21/19, prepared by manufacturer, signed and sealed by Thomas-J. SOjos, P.E. Manuel Pe Product Control fxaoner NOA No. 1 08.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... 6) Forced Entry Test, per FBC 2411 3.2.1, TAI 2W4 • • • • • • • • • • • along with marked -up drawings and installation diagram of a seMs IHS-8740.flhge • frame aluminum horizontal sliding window, XO and XOX co4licuiKons, prepared by. Fenestration Testing Laboratory, Inc., Test Report No. FTL-107.14.dated 05/08/19, signed and sealed by Idalmis Ortega, P.E. 0 • .... . ..... ...... .. . ..... C. CALCULATIONS " ' """ .,.... . 1. None. . • . . . . . ...... . .. D. QUALITY ASSURANCE ' ' """' 1. Miami -Dade Department of Regulatory and Economic Resources • • • • • ' (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. 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 the FBC 6th Edition (2017), dated June 24, 2019, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated June 24, 2019, signed and sealed by Thomas J. Sotos, P.E. 3. Proposal No. 18-1697 issued by the Product Control Section, dated January 04, 2019, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1212.17, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window — LM.I." approved on 02/01/18 and expiring on 04/11/22. Manuel ez, P.E. Product Contr Exa iner NOA No. - 708.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-4 8 B1r— . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • A Al •• • • • • • • • • ••• • ••• • • �\' i fi i`�i • E (9 81 NOTE: oX I XU 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B. & Bl" REFER TO SHEET 13 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'C, D. & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al B B1 0 XOX —Equal Lite (I/3-1/3-1/31 NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. B. & BI' REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al 8 Bl O NOTES: XOX — Un—Equal Lite 1/4-1/2-1/4) 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A, Al, B. & Bl' REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -D. & E" REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES, SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS d General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHAM BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 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 SHEETS 6. 7, or B. 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 SHEETS #6, 7, or 8). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES 'A, C. OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE -XOX- WINDOWS. 11.) SEE SHEET 8.FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (LAY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE IAWE'R DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. PRODUCT REV ISSD w campiying with tie Fhwida 8u1 ldmg Cate I Acceptarce hbR Esaystina Date 11J46 t I%TIrIiAr� rn `S O o o q b b z C M y M� 3 �f- F o. o d o o Z _ e o �Z C4 z W m O z B � 04 z a O ry F F ® N tt a o 0 )� a M a x a pap, e 00 co ��R o d a 5 R 33oC a R E Be E 8 ff $a in E M LL N 0 N � f TEST UNIT SIZE: III • X 63' N: INSTALLATION FASTENERS (A) 10 AT FRAME BEAD (14 AT FRAME HEAD IF DP ABOVE 70X (B) 10 AT EA. FRAME SILL (14 AT FRAME SOL IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB •SEE GENERAL NOTE /3 h /4. �^ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . S; 3/�' OyER*A. FRAIL j/I➢TH • • 8163/Y INTERAIR IBRAME WIDTH • TVDwDDITIONAL ARBORS• • • • RyID�RED AT MEETI•G RAfW lW • • F1l�e IONLTF tC.4.TT 1*)IWOVE • • • • /� �S OT 5• �� i (MAX. q.0 • • • • • • • • • • TEST UNIT SIZE: 74' X 63' INSTALWT[ON FASTENERS• (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (H) 8 AT EA. FRAME SILL (H AT FRAME SILL IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB • SEE GENERAL NOTE #3 k 04. �' ALL�WRIFRSAT ) • 13 1/4' DC Fr M•x'i •� • • • • • • • • • • 2a • Max. D.LO. Widt = 14 3 8 ,L 4 : •I m -- a ----- CI I ANCHOR NOTES, 1. SAME ANCHOR SPACING AT MEAD L SILL EXT. L INT. FALSE COLONIAL HUNTARE APPLIE➢ V/ 2. TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTE ND IONAL OP ABOVE -70PSF / - 75PSF (4 TOTAL) ' XOX" WINDOW EQUAL LITE tl ��g�- POSEEVERTICAL CROSS-SECTION DETAILS 'A. AL B, L Bl' AT SHEET N3 PEST UNIT SIZE: Ill• X 63• 2. SEE HORIZONTAL CROSS-SECTION DETAILS C, D, L E AT SHEET 05 INSTALLATION FASTENERS 110 # ' OVERALL FRAME WIDTH ;A) 10 AT FRAME HEAD _ � - ISO' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0 ;H) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) ;C) 6 AT EA FRAME JAMB *SEE GENERAL NOTE /3 d( p4. 4- O.C. II t3 1/4' O.C. 1 13 1/4' O.C. 5' Max .. Wi Ma e. D.L.O. idth > L B B1 NAERS) 13 1/4' O.C. 13 14- O.C. �&t 1aC H13 aC ANCHOR NOTES. 1. SANE ANCHOR SPACING AT HEAD 1. SILL EXT. L INT. FALSE COLONIAL MUNTINS ARE 2. TWO ADDITIONAL ANCHORS REQUIRED AT APPLIED V/SILICONE AMID ARE AVAILABLE MEETING RAILS FOR UNITS WITH DP AS OPTIONAL. ABOVE -70PSF / - 75PSF (4 TOTAU{OX„ WINDOW — UN —EQUAL RITE NOTES, L SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, L Bl' AT SHEET N3 2 SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, L E' AT SHEET N5 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH i Ma �i D.L.O. Width a � �cI B B1 13 1/1' O.C. T HEFT M 13 1/4' O.C. ® � ( 111N ppLp C IAER�V%AL W E AND AS OPTIONAL (� 4 1. � • SHEET N3 � NI H ANCHOR NOTES, 1. SAME ANCHOR SPACING AT HEAD L SILL� EXT. L LN 2. TWO ADDITIONAL ANCHORS REQUIRED+TD+S A AT MEETING RAILS FOR UNITS WITH W/ SILICONE DP ABOVE 4/- 70PSF (4 TOTAL) AVAILABLE 10„ WINDOW EQUAL LEE NOTES' ("'"" REVERSED ) 1. SEE VERTICAL CROSS-SECTI[N DETAILS 'A, Al, B, L Bl' AT 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, L E' AT S SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PROTJUCT RGV IsZ s �8 wish the Ftarida wwlyir HOa&4 Code AcctplanCt tJOI ••� •}y{,a /) r:xolnlion Date ) �j//.L � r rT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1/4' TAPCON W/ 1 1/4' • • • • • • • • • • • • MIN. EMBEDMENT INTO CONC. • • • • • • • • • • (Sct ELEVATION AT SHEET #2 1• ALL•WOOD BUCM6 EN(KNEGRED SEPFlRATE0_Y • FOR MAX. FASTENER SPACING) • iTD BE REVIEWS BY•BLIM. OFFIOIAL (TVP.)• •2. W8db0BUCK Al? RRAMIIQG (NOT A'•L�WSOIQ 1 1/8' MIN. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED EDGE DISTANCE BY THE GLAZING SYSTEM v �a�•,'; v v .0 1 1)4' MIN► •.v 04' • • • • 000 • • 4" a 4 ` eEMBEDMEN • d•' • • • • • • w. 1/4' MAX. EXTERIOR GRADE 12 SHIM SPACE PERIMETER CAULKING <TYPJ O EXTERIOR GORAI PERIMETER CAL STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES, INC. D �y 2X 1' MIN. .��+• Y EDGE ANCE 2X N. EMBED.) TYP. , \tr ~ EXT. GRADE PERIMETER L I/4' MAX. CAULKING NOT BY SHIM SPACE r 'LA SOINDUSTRIES', TO BE APPLIED BY OTHERS (TYP) (TYP.) I I i i CLEAR SILICONE ADHESIVE EXTERIOR I' BEDDING 34 COMPOUND A 1 INTERIOR INTERIOR ALTERNATE DETAIL GLASS }D\)ATED J WOOD FRAME INSTALLATION DETAIL g WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 20 IiI 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO I 36 HI -RISE SILL- OPTIONAL BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK �+ 26 FOR DP ABOVE +70.0 PSF BY OTHERS (TYP.) DP MAX.)ASEE III SEE DP DP CHARTS ON • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR B 1 I I I 13 SHEETS #4, #5, & #6. MASONRY IS LESS THAN 1/8-, SHIMS ARE NOT REQUIRED. ANCHORS NOTE .. - - ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR EXT. CRADE 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., CAULK PEI WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1/4MAX. j 4 1/4' MAX d 4 4. SHIM SPACE ' (TYP.) a 4. d d 6 SHIM SPACE v (TYP.) _ - - • d .. 1 1/4' MIN. _ _. ,n d .. 1 1/4' MIN. ' .. "20nuc'r U.mSED _ f ti.4 4d. EMB DMENT e .4 a ' ' �. '�• 4 EMBEDMENT , ' 4. s e ,plyin.q wkh the Florida 9 e < .'U d : v� a'• c .'U 1 1/8' MIN, Gxpiraiion DNe i EDGE DISTANCE Ry yy� OPTION AT, I I DETAIL I nIIp11 PfOd `(�}O z E- W N ®M o N 0 0 a O � O #. N 00 �z S \ 51 _ W a i �F2 � z x � ggg ......... .1jV �!4 oa" �y�Ow N �dz w W Sifca . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 0 % ... 1. ALL WOOD BIJFKS• E*INWRED SEOARATCLY• • • • • 2X WOOD BUCKS 4 TO BE REVIWEIJ, BY BLAPG. QFFIOAAL (TAP.) • • • • BY OTHERS (TYP.) 2. WOOD BUCK•ANP FRAMING (NOT•BY CA, • • • u) p ` INDUSTRIES) MEST•SUSTAJN LOAF: JM • • • c q INTERIOR FINISH BY THE GLAZING•SYSTE?1 • • • • G C (BY OTHERS) 'r° m y Z �f n 1 E- e .PT. WOOD BUCKS �- m .. 21 24 • • • AMITlr*D GLSA§S t^ o m o Q o • • . . • . • • �oN o a ZZ 1/4' MAX. • • • • 3 SILILb E ADHESIVE e. -t o z #14 S.M.S. W/ 1 1/4' SHIM SPACE • • • • • • BEDDIN COMPOUND 1/4' MAX. 3 v .Z. ?� MIN. EMBEDMENT INTO WOOD. (TYP.) • • • • • • • SHtM SPALE A z r y w 53 (SEE ELEVATION AT SHEET #2 • • • • • • • • INTERIOR (TYP.) Z o FOR MAX. FASTENER SPACING) 2X 7 17 34 5 27 3 m a a ti c 1/4TAPCON W/ 1 1/4' Q 1 1/4' MIN. MIN. EMBEDMENT INTO LONG, 5 z o EM ENT = _ - (SEE ELEVATION AT SHEET #2 Z 14 _ _ =- tX FOR MAX. FASTENER SPACING) p 12 n N O a 1' MIN. _._._ _ _ < �" O U a s EDGE 16 .Q d U DISTANCE 1 1/4- MIN. F «<fEffE(«[t{[«<[« 17 8 11_ _- -= EMBEDMENT ENT O (� ffffEEE� 1EEff ' ___--- __ __ a 1 1/8' MIN. 0 EXTERIOR WALL FINISH a_ EDGE DISTANCE Cr� x A BY OTHERS (TYP.) `�{: ,' '' '`Y .� ~ a 2 EXTERIOR EXT. GRADE •a, Go r O CAULK _ v STUCCO OVER METAL LATH NAILED TO W EXTERIOR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER .T, N TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY O a (EXTERIOR FINISH BY OTHERS) 'LAW LA a A INDUSTRIES', 0NOT BY LAWSON INDUSTRIES, INC. TO HE APPLIED BY OTHERS 73' MAX. (TYP.) WINDOW FRAME BUCK WIDTH 74' MAX. so qq¢ WINDOW FRAME FLANGE WIDTH R u Ro '10" WINDOW EQUAL LITE 4 �o ( "OX" REVERSED) f aaA 9 30 31 WINDOW INST Tn—T eTION NOTES: g ag S hi 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE -- - BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK < LJVLJ 22 - r\ BY OTHERS AP BETWEEN 21 _ 5 MASONRY IS LESS THAN % SUMS ARENOTREQUIRED. AND THE BUCK OR a+��,T,ye`•�3�f,A! ANCHORS NOTE' ` LL d°•. ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR O1� N O LOCI{ (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CDNC. FASTENERS INTO CONC., Pf.ODUCT REVISED ' N WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR with the Fkcids a J)[ 0. 1. BOTH EXTRUDED ALUMINUM AND PLASTIC Lli'f HANDLE ac 0811� o Q O; LOCKS A:... QUALIFIED FOR USE ON ALL WINDOWS. CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 9 o'linB Code /}Qn 0 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED Accz{n�+•"rOlTut j�a+Y��+4 FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. By adze uct �� •,•,•••••••••ttirr I6It PE S7!".�1it A A+• II EXT. GRADE CAULK — . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . # 12 X 1 3/4' S.M.S. • • • • • • • • • • • • 1 1/4' MIN. WOOD EMBED • • • • • • • • • • to (SEE ELEVATION AT SHEET #2 • • • • • • • • • 0 FOR MAX. FASTENER SPACING) • • • • • • • • • • • • C A CLEAR SILICONE ADHESIVE .PT. WOOD BUCKS m q z o 1/4' MAX. 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS °, m w r7 ' z IN (TYP.) PACE I/4' MAX. - ✓1 1 (7 F o 22 • • • • • • '• • • EXTERIOR SHIM SPACE y Q o o 7 17 • • • • • • • • • (TYP.) ue m O � C n • • • • • • • • 5 • • 7 • • 3 31 • • • • • • • • • v_ M ~ '� 1/4' TAPCON W/ 1 1/4' • MIN. EMBEDMENT INTO CONC. Z o R C7 (SEE ELEVATION AT SHEET #2 n W = Z . FOR MAX. FASTENER SPACING) 12 Ix -- - 16 4 } N• 1 1/4' MIN. T 17 8 18 --- - --- - ` _ EMBEDMENT Od o :_. x ---- - D EDGE DISTANCE ° ® , Z tr N EXT. GRADE C/I O O OCAULK -°' a' iy I 2 WINDOW FRAME BUCK WIDTH A o e WINDOW FRAME FLANGE WIDTH ~ +� "XOX" WINDOW EQUAL AND UN —EQUAL LITE WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8-, SHOES ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4- PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) `o 0 of Y y gg .• •. r N O O'; I . PRODUCT REVI S.M (y: a�--Plyi»g wigl the flmida Building Code 13Y 0111111 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • DESZN LDAD CAPACITYCS - OX orXO WINDOWS # # • • . • + / -Pressures ( a WINDOW Jamb H & S Glass T 'A4 (*Q Glass T " D" ' 2 GIb T e "C" ' 2 Glass T "D" ' 2 Glass Type "E " 3 Glass T e I.E. ' 3 c a # WIDTH HEIGHT Anchors Anchors + f + + f + + + f o z $ 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 SOLO 80.0 n e 0 o 48 24 3 6 65.0 6 •65� • 0.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 0 z a o 60 24 3 6 65.0 TO6 0 • •65" • 0.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 3 M 72 24 3 6 65.0 u • •650 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z r e w z 24 36 3. 4 65.0 5. 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 b o = 36 36 3 4 65.0 0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W = o m 3 a O a 48 36 3 6 65.0 0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 60 3 6 65.0 0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0SOLO 72 36 3 6 65.0 0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 � z 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 U 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ® 5 z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 SOLO SOLO 0, 0 ti 24 60 5 4 65.0 65.0 65.0 65.0 r 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 U! c a S 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W z 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 f� o 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 c� a 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - j co 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 A x 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �$ 53.125 25 3 6 t65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x 74 26 3 6 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.053.125 38.375 4 6 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.074 38.375 4 8 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.026.5 50.625 5 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 e g 53.125 50.625 5 6 _ 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4 65 26.5 5B 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 s x x 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 3 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 r��`� 74 63 6 8 1 65.0 1 65.0 65.0 65.0 65.0 70.0 LL •b. RCS 1.) SEE SHM a FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ,w N 0 Oyu 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW PRODUCT RL-VLS6p (Rif (WINDOWS WITH GLASS HI •A. B. C, & D7 - S.) RISE SRI ARE FOR WINDOWS ABOVE +70.0 DP z; c Dlyfn@ with Nhe Florida (WINDOWS WITH GLASS TYPES 'E. & 3-) AND +80.0 DP MAX. �i %/ \\� \ 3a11d;n3 Code SEE HI RISE BILL DETAIL 'Bl- AT SHEET 3 OF 10. %. :/�. ,,��• �� ncceptarc¢ No % - jot? /,�,1 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME READ & BILL ON '�/ \� Ex :ion hate wLG ',�!��, •. WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) R`°r ^'J ''• �`t�"7' 5.) IN DOWS WITH GLASS TYPES 'A. THE HVBZ, THE LG EXTERIOR LITE . OR G* INSTALLED ABOVE SOFT. LITE SHALL HE TEMPERED. . . ... . . . or .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . DESI 11 LOAD (14A401TY PSF -XOX WINDOWS with Un-E ual Lite 114-1/2-114 • • • • • • • • • 0 +/-Pressures ..,,FRAME -SIZE �- : # Jamb # H & S Glass T " % ` 2 G I�ss T P" C" 2 Class T e "D" ' 2) Ps Glass T e "E" ' 3 Glass T e "F"' ' 3 G lass T e "G" ' 2 m o � p Q. WIDTH HEIGHT Anchors Anchors + sf } I •-F VSf • sf sf + DSf sf + vsf sf + Dsf sf 4 z w 60 24 3 7 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 n m y W 72 24 3 7 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 •80.d • ®O.0 • 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0v96 24 3 10 80.0 • 80. j80.0 .0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0Z108 24 3 11 80.0 80.(>. • Y0.0 • 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.060 36 3 7 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z o Ro c7 72 36 3 1 7 80.0 80.0 80.0 1 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 b o = z z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m a m 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 0 108 36 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 n g 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1` 72 48 4 7 70.0 75.0 70:0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s a 84 as 4 8 52.0 52.0 65.0 75.0 65.0 75.0 52.01 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 1 11 52.0 1 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ®z Cr N 72 60 5 7 52.0 52.0 r 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x x a 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o z 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ul m a 74 38.375 3 7 80.0 80.0 80.0 80.D 65.0 75.0 65.0 75.0 52.6 52.0 65.0 75.0 a 74 50.625 4 1 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' F F 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N 5 RS 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ` s = e 106.25 26 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r W ; 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �$ s 0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 « �� 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 := 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 „ s 1 z z • 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 \\\;\ttcittraett���, Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS& SILICONE OPTIONS. 5' 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW "A, ,n LL a ••`f (WINDOWS WITH GLASS TYPES B. C, & D") D : J 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP i�� i�� ��� PROD!iCT P.HV:SF>D �� w � (WINDOWS WITH GLASS TYPES "E, & F' AND +80.0 DP MAX. j.' •.' �.' w P?Vi°R "ith the Florida p; ' SEE HI RISE SILL DETAIL"BI" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SELL ON WINDOWS WITH DP ABOVE 70.0. ( SEE ELEVATION AT SHEET 2 OF 10) % /`afdir_g C"ode .c�;imxcr� f72 E�pir:von Baex O y .p L ••••"""'•••0• 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE IN THE HVHZ, THE SOFT. O; �tt'''a355I;3;ip % I.G. EXTERIOR LITE SHALL BE TEMPERED. %OX - Ua-EQuel [Ste Hiiett' Ptadtxt Coretr \\\\ . . ... . • • ... .. .. . . . .. .. . . . . . . . . . . . . • ••• • • • • ••• • - • • - • • . DWISAI LO/I DaCtFPAC/TY (PSI) - XOX WINDOWS with Equal Lite (1/3-1/3.1/3) a o q e y z • • • • • • • • • + / - Pressures (pso FRAMH;$I21E 11 WIDTH . HEIGHT #Jamb Anchors # H & S Anchors Glass p ; L 2)1 Glass TWe "C" •(31) ss Type "D" (* 2) Glass Type "E (* 3) Glass Type " F" (* 3) Glass Type "G" (* 2) + psf psf I + psf psf + psf pyf + psf . psf + psf - pyf + ps psfto 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "M' y E o 0 72 24 3 9 80.0 •180. • -6.0• • O 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w a 84 24 3 9 80.0 •80.6 • • • 40• GM 0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o s i o z m x 60 36 3 7 70.0 75.0 • • 70.0 • +75.0 • 65. 0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75. 0.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o W R m 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 = 3 a ! o 0 oc 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z D 84 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z E- 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ® a c o 53.125 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0' 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w 0 S 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H z 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �j 0 T a x 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N N o !off 79.5 26 - 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a S z N z " 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 9 E 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ti W gf 84 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 # 84 63 5 9 52.0 52.0 65.0 75.0 1 65.0 75.0 52.0-1 52.0 1 65.0 75.0 �iillllule��r OteS * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS k SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C. A D") 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, h F") AND +80.0 DP MAX. SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD k SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPES 'A, C. OR G" INSTALLED ABOVE SOFT. PRODUCT R.EVNSBD �s e,-Plyirn, with the FNnrida b - '*�j u) sr:ad �s eade ACCEPtA1C£7dq 1 0 ExPimti DUr' NZ C R I z O By Miam ade Product Coxtrp •Se IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -EQne1 Lite .$-% .Hail' ;?^ . . ••• • . . ••• .. .. . . . .. .. . . . . . . . . . . . 41 • • • • • • • • • • # x 3/4• s.ns j3 19 • • • K•UMINUM MULLIONN • •FL HEAD, PHILLIPS. 34 • • SENMULUON APPROVALS40R• • EE�I.£VADON AT SHEET j2 •SIL[CRE OPTIONS, • • • Of"NPRE53 SUy 1-FTATX)lAt W • DIOTAABLES OR QUANTITSPACINGY) AND BOV CORNING 8" (ALUM. 0.078' MIN. THICK) SCMSE-MOREHEAB 5731 .TREMCD SPECTRUM 2 0600' 00- DEPTH NOTE THE LOWER PRESSURES OF I �TERIOR LAMINATED GLASS COMPOSITON - TYPE B " € WIWOR MU�L SHA�.•(x1vER�lt • . • CLAN DESCRIflON DETAO. I.LYDTATL DY3CR0'[I • ANNEALED GLASS • • _ _ _ • )i ii• _ SAFLE% PVB by • • • • KP PLASTIC INTERLAYER = • • • • • • ' ANNEALED GLASS 1 RwP� EA•tnan CheeicAl cn • • • • • I •- � LAMINATED GLASS COMPOSITION - TYPE D N91 GLL9.9 D®CRtPEtON ns7 141@L1R nE9C6�}ION 1 V8' NEAT-STRENFATQEn GLASS _ r= _- 2 a09(y PLASTIC INTERLAYERTROSffOL PVB by 3 1/$' HEAT-STRENGHIENED GA - Kuraroy MerkA, Inc LAMINATED GLASS COMPOSITION - TYPE E IlOI 'm-EA DYBCREMNIM D6T1D. WBiA16 DiiCR�B10N 1 1/8' NEAT-SIREHGMTENED GLASS _ _ _ 2 a090' PLASTIC IMEm.Ay - _ _ _, SAKE% PVB by EArtran CHe,4cel ca 3 lre' TEAT-STRENGHTENED GLASS f � 0.fN0' LAMINATED GLASS COMPOSITION - TTPE F "m GII88 DiBCs@TWN OYri6 111@IATB DIBCR�I'ION 1 I Lw AmMic I GLASS I, OIL- 71C INTEf1AYEJ! I TROSDUL PVB by 3 1/8• MNEALEO ^ _a Kuraray McNCA, Inc *0.6001-T—B ONE OPTIONS', V CORNING 899 H EE-MOREHEAD 5731 33 SPECTRUM z GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE A IIEIL GLASS DE9Cp1PiTOff DYTId 14YNA- ON S� 1 1/8' ANEALED GLASS 2 aO9N PLASTIC INTERLAYER .0 PERIMETER- 3 SAFLIX PVB by 3 t/8' INSULATEALEDED GLASS - - - _ EAstnan chrnka cn SEALANT 4 V4' INSULATED AIR SPACE 5 UW ANNEALED GLASS <e) INSULATED LAMINATED GLASS COMPOSITION TYPE C n= OLLSS DxSCRLPDON D67AN GImVATB DB9Ci0"170 I VB' ANNEALED GLASS _ 1 e 0.090' PLASTIC INTERLAYER -. E 1 3 1/8' ANNEALED GLASS -_ _ _ _ _ �'F iROSITA PVB by 4 V4' INSGLATED MR SPACE Kurorsy MCNce, L,c 5 1/B' ANNEALED GLASS INSULATED IAMINATED GLASS COMPOSITION TYPE G {Tp1 MAO DRSCBIPNON' , DSIAd LIILNIR DE9CR 0. 1 1/8' HEAT-STRENGHTENEn GLASS _ _ - _ _ _ 1 2 O.OW PLASTIC INTERLAYER .� 3 1/8' NEAT-STRENGHTENED GLASS --_ _ _ _ TROSIFOL PVB by KurArny Anerlca, Inc 4 1". INSULATED AIR SPACE I - - 5 VB' ANNEALED (LMs - I 4_ (e) WINDOVS WITH LASS TYPES 'A, C, OR G' INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G EXTERIOR LITE SMALL BE TEMPERED. GLAZING DETAILS AND OPTIONS EXTERIOR GRADE —WINDOW FRAME PERIMETER CAULKING EXTERIOR FRAME MULLING DETAIL SEE MULUON APPROVALS )OR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. If 12 S.D.S. X 1 1/4- L SHIM (SEE ELEVATION AT SHEET F2 RIOR FOR MAX. FASTENER SPACING) L WINDOW FRAME NOTE- EXTERIOR 1 IN CONTACT WITH ALUM.TOSTEEL DE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048') 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078' WIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM it PART / REQD. DESCRIPTION REMARKS I L-7703 I FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 I FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REO'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 12 FS-006 AS REO'➢. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 13 FS-040 AS REQD, INSTALLATION SCREWS #14 SMS F.H./PHIL. 14 L-7531 AS REQ'➢. VINYL BULB 1/4' ➢IA. BULB #3033 15 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x .230' In 16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' In 18 L-7711 AS REQD. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS-001 AS REQ'D, PILE 2-GLAZING BEAD .187' w x .150' In 20 ■ w R r 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' PH./PHIL. 26.1 HC-044-1 2 WEEP FLAP & BAFFLE 26.2 HC- t X WEEP OPEN CELL FOAM PAD 1/2- X 1/2• X 2' L. 27 HC-040-1 2 SASH ROLLER & HOUSING 28 HC-026-1 I SCREEN FRAME & MESH 29 N 1 ATTACHMENT SCREW 2 CLIP #8 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH WLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 • 2 LAMINATED GLASS See ➢.talk B L.H. of sheet 9 34 ■ AS REO'D. GLAZING SILICONE see Details 2 LH. of sheet 9 35 L-8301 I FRAME SILL 6063-T6 ALUMINUM 36 L-8302 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 37 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM 38 SM-5504 AS REO'D. JOINT SEALANT 39 AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISSE, —PlYMS with the Florida Uuiidin8 Co& AceeplbD:,e ND l9-O o !''hirahan Dete/�Al Ry /' !As mi ' ,t,Product Cot a � i O z 100 O P K n h n E� U o Q g Z O —I Z m Z a R Fs. PO o Ch ^I O p Z \ � I O O (rp ^1 O � a O A t` Q � �z a p G .. U. w O N Law I - . • ... . . . ... . . ... • . • . ... FRAME HEAD L-7703 � � FRAME VENT JAMB • �.�•�� • L-8703 EA • • • S[T► TIACK • • • L-8'M2 i • • • FRAME JaMe • 12 O • '\ FRAME TOP CORNER C A .. Eb43 1643 • • • • • • • • • • • O i. O a SILP xETAtA[*S Cie • �,—�'Oj• • • • • J162 • • • • • • t • •• • • �• • •1 i • • •• •• T FRAME H IA �� -1Z R o o a A �• 4 L466 A62 VENT TOP RNL mAM_E i �\ ? C5 C o FRAME SILL L-8701 FRAME HR SILL L-8301 SILL L-8302 36 O RETAINING CLIP O2 35 O a a a o O H EA58 A6z FRAME BOTTOM CORNER VENT TOP CORNER FRAME MEERN. RAll �\ �..� ® D O z O . N 2374 3388 I E i&ME—_I I `\ Uf O Q q _ A62 A74 VENT JAUR RAIL H x' 1� U a m PENT LOCK RAIL � Q e a I x FR K VENT SPRING LATCH L-7539 2 t � 1P3s i I VENT INTERLOCK RAIL L-7705 FRAME FIXED JAMB L-7701 e a o O5 .06E E.063 3 O L I .690 1 I I I $ + FRAME SILL / MEETING RAIL VENT BOTTOM RNL L ® 1 VENT BOTTOM CORNER C-4 •' Y yam- r e s VENT TOP/BOTTOM RAIL L-7707 O 1375----1 1 FRAME & SASH CORNER ASSEMBLY DETAILS —Lo75 2b53� y{ s c9[ VENT JAMB RAIL L-7706 FIXED MEETING RAIL L-7704 SILL ANCHOR CLIP L-8830 GLAZING .BEAD ``,`1t�*rrl� �4♦� �H 0LAZING5 '1�' I 2A00 1450 A6E 4 O '� I 2E85 IA78 32 a� E-A9, 1 I L— BEAD 11 I D>D L-7711 18 kl .060 ,1>•,!cr;aevlsD ; <°n ling wish the Florida 3uildinp CMde 08.0� = AccePG nc° 1•io 7. Expiration oato : .� d �♦' ••in • . , I� N w I O� E.794 '� mi Profilet Mian'I'Dade k •• •y t 225— .773--I .773 717B* •Its 6\ A FLORIDA BUILDING CODE 2017 - 6th Ed. - ASCE/SEI 7-10 - WIND LOAD TABLES -170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED • • • • • • •••• WIND PRE55URE5 IN P5F WIND PRESSURES 414 P5F • • 170 MPH VELOCITY - EXPOSURE C 170 MPH VELOCITY -"05WRE I ' • •' •; Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 1 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE I BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES Building Height Roof Slope less than 10 degrees ftef&Slope greaoter am 10 degreel. Positive Negative Witivp N ativ z4 & z5 z4 z5 s "t z4:'''ze 0-15 42.0 45.5 56.01-4 9- 49.8 61.4 16-20 44.2 47.8 58.9 48.20 52. • 64.6 21-30 47.4 51.3 63.1 5r1. • 561 59.3 31-40 49.8 54.0 66.4 4. 59 ".8 41-50 51.8 1 56.1 1 69.0 56.6 61.3 .7 51-60 53.4 1 57.8 1 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BKOWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN P5F WIND PRESSURES IN P5F 175 MPH VELOCITY - EXPOSURE C 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 A z5 z4 z5 z4 & z5 z4 z5 0-15 1 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 , 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 A z5 z4 z5 z4 & z5 z4 z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 54.9 1 59.4 1 73.1 60.0 65.0 80.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING /HURRICANE SHUTTERS. WINDOWS AND DOORSI APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building - 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain whh scattered obstructions with heights less than 301, open country and grasslands. Exposure C will apply when exposure D and 8 do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) p "•••••.00" 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) s6'•i 11- TRIBUTARY AREA: 10 SQF 'sssO �, DE F/G+U� .• 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the �� ,.••••• Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. ��� Q� •,.••''• C E N S`'•• �� '� PPMF Inc CA 32459 950 N. Pine Island Road #915 5 < Z< Plantation - Florida 33324 E-mail: PPMF@AOL.com � n[nN aaor 9 41\\ 00 a<=BWxO.1 ora<=hx0.4 BW less or equal than BL a must not be less than a=3feet or a=0.04xBW No.52609 STATE OF �:. R 4 •'•s_/0NAL E� DATE: 02/27/2020 PEDRO DE FIGUEIREDO - PE 52609 NOT VALID W/OUT SEAL 2/27/2020