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WS-08-23-2083
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS-08-23-2083 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date:09/11/2023 I Expiration: 03/11/2024 Location Address Parcel Number 126 NW 109TH ST, Miami Shores, FL 33168 1121360100190 Contacts MADELINETURNER Owner FHIA LLC Contractor 126 NW 109 ST, MIAMI SHORES, FL 33168 WAYNE BURNETT 3044 sw 42, HOLLYWOOD, 33312 Business: 9547924415210 PERMITS@FHAPRODUCTS.COM Description: REPLACE 13 WINDOWS AND 2 DOORS WITH Valuation: $ 58,000.00 IMPACT SIZE FOR SIZE Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $34.80 DBPR Fee $4.20 DCA Fee $2.80 Eciumbon Surcharge $17.40 Scanning Fee $27.00 Technology Fee $28.00 Windows/Shutters Fee 5230.00 Total: $394.20 Ins ection Requests: I Payments Date Paid Amt Paid Total Fees $394.20 Credit Card 09/11/2023 $344.20 Credit Card 08/22/2023 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the suance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto��nYn strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accel s permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are requ re ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws r i constructs a d zoning. Futhennore, I authorize the above named contractor to do the work stated. �i l ,F-4 SDJ Authorized Signatue Owner / Applicant / Contractor / Agent Date September 11, 2023 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ®BUILDING ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF CONTRACTOR JOBADDRESS: 126 NW 109 ST 00u� AUG 2 2 2023 FBC tow 4+K Master Permit No. Kls-DL723 tag% Sub Permit No. REVISION 0 EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County- Miami Dade Zio: 33168 Folio/Parcel#: 11— 213 6 — 010 — 019 0 Is the Building Historically Designated: Yes NO Oteu ant T eE'I°eNx=A� -- P Y YP Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MADELINE TURNER Phone#: (650)743-3817 Address: 126 NW 109 S T City: MIAMI SHORES State: FL ip: 33168 Z Tenant/lessee Name: N/A Phone#: Email: CONTRACTOR: Company Name: FHIA LLC Phone#: 954 884 8500 Address:3801 SW 30 AVE HOLLYWOOD FL 33312 Email: PERMITS@FHIAREMODELING.COM Qualifier Name: WAYNE T BURNETT Phone#: State Certification or Registration #: CGC 0 618 9 0 Certificate of Competency #: DESIGNER: Architect/Engineer: _ N/A "`Y• State: _Zip: Value of Work for this Permit: $ 5 8 , 0 0 0 . 0 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New IN Repair/Replace ❑ Demolition Description of Work: REPLACE 13 WINDOWS & 2 DOORS W/ IMPACT SIZE FOR SIZE Specify color of color thru tile: Submittal fee $ c�Q permit Fee $ CCF $ c'�� •y CO/CC $ Scanning Fee $ DCA Fee $ _ 2 •aO DBPR $ 4 •2o Q3 Notary $ Technology Fee $ - Training/Educatlon Fee $ (1 • �� Double Fee $ Structural Reviews $_ P&Z Review $ Band $ ,t TOTAL FEE NOW DUE 4" •2� (Revised04/OS/]072) - Bonding Company's Name (if applicable) �A Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lenders Address City JkJ / r State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 reinnsspection fee will be charged. Signatur ✓tom^T_ — F Signature OWNER or AGENT CONTRACTOR Theforegoinginstrument was acknowledged before me this MCI 20 2. Z , by Q-1d'i-(L who is personally known to me or who has produced L� L_ as identification and who did take an oath. The foregoing instruy7�eent� was acknowledged before me this day of V lh V'-5+ 2 Z S by r ^who personallyknown me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �,4 Sign: Print: Print: lets of Fluitla Seal: ;pik`'1 P�e�. PEDRO GUST 0LOFORTE +'? • �'= Notary Public - State of Florida Seal: �s"y Commssion HH 101149 `19 • or Commission k HH 331606 Via, .,;o'E EuNras 04/19/2025 My Comm. 'expires Nov 14. 2026 Bonded through National Notary A;s-n V' APPROVED BY Q�7�1 Plans Examiner Zoning Structural Review Clerk (Revised04/05/2022) OFFICE OF THE PROPERTY APPRAISER Summary Report Folio: 11-2136-010-0190 Sub -Division: DUNNINGS MIAMI SHORES EXT 6 Property Ack ress: 126 NW 109 ST Owner. ANTHONY PETER TAFURO, MADELINE ROSE TURNER Malling Address: 126 NW 109 ST MIAMI SHORES, FL 33168 PdmaryZone: 0800 SGL FAMILY-1701-1900 SO Primary Land Use: 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths /Halt 2/1/0 Floore 1 Living Units 1 Actual Area 1,878 Sq.Ft Living Area 1,580 Sq.Ft Adjusted Area 1,724 Sq.Ft Lot Size 9,150 Sq.Ft Year Built Multiple (See Building Info.) I' I Year 2023 2022 2021 Land Value $348.053 $274.313 $227.119 Building Value $159.297 $159,297 $119,991 Extra Feature Value $6,483 $6.554 $6.625 Market Value $513,833 $440,164 $353,735 Assessed Value $147.272 $142,983 $138,819 I Benefit type 2023 2022 2021 Save Our Homes Assessment Cap Reduction $366,561 $297,181 $214,916 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). DUNNINGS MIAMI SHORES EXT 6 PB 51.31 LOT 3 BLK 213 LOT SIZE 75.000 X 122 OR 18518-0646 03 1999 1 Generated On: 07/25/2023 1',,. Year 2023 2022 2021 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $97,272 $92,983 $88.819 SCHOOLBOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $122.272 $117,983 $113.819 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $97,272 $92,983 $88.819 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $97,272 $92,983 $881819 I', I Previous Sale Prim OR Book -Page qualification Description 04/05/2023 $875,000 33659-1872 Qual by exam of deed 03/01/1999 $132.300 18518-0646 Sales which are qualified 03/01/1997 $97,000 17572-0112 Sales which are qualified 08/01/1975 $51.000 00000-00000 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 hhp://www.miamidade.gov/info/disclaimer.asp Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �IIIIII AUG 2 2 2023 4M 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). 8/17/23 WAYNE T BURNETT Date Print Name D N 2" 0 " MI Page 1 of 13 FHIA, LLC AUGZ222023 Broward: 954-792-4415 License No. CCC1331144/C Web: www.fhiaremodeling.com 061890 / CAC1815985 By Email: info@fhiaremodeling.com HolyA 0 oo 30th Ave. FHIA Hollywood, FL 33312 REMODELING Window & Door Contract Madeline And Anthony Tafuro 650-743-3817 Date: 07/25/2023 126 NW 109th ST madelineturner.90@gmail.com Rep: Claudia San Filippo Miami Shores FL 33168 This Contract is made and entered into this date of 07/25/2023 by and between FHIA LLC, a Delaware Limited Liability Company known as ("Contractor" or "FHIA, LLC") Florida LIC: CCC1331144; CGC061890; CAC1815985, and Madeline And Anthony Tafuro ("Owner") for certain Work on the property located at 126 NW 109th ST Miami Shores FL 33168 ("Property"). Pursuant to Florida Statutes § 713.015, the notice required to be printed in no less than 12-point capitalized, bold face print is contained on Exhibit "A" of this Agreement, on the page immediately following the signature page. Scope of Work: The Contractor agrees to perform the work described on Exhibit "B" at the Property ("Work"). Contract Sum: Owner shall pay Contractor the sum of $58,000 for the Work, subject to changes as set forth herein, as follows: Madeline And Anthony Tafuro(Customer's Initials) J" Owner hereby agrees that, pursuant to §489.126(2)(a), Florida Statutes, Contractor shall not be liable, nor required to return any Deposit paid, should the acquisition of permits exceed Thirty (30) days or the commencement of construction exceed Ninety (90) days. This space intentionally left blank Pan. A n1 10 FHIA One Year Total Investment $82,572 FHIA Monthly Marketing Promotion $1,500 Initial Visit Reward $5,000 Neighborhood Referral Program $1,000 Manufacturer Instant Rebate $15,572 Field Marketing Promotion $1000 Military/Veteran-Thank you your your Service! $250 Wholesale Club Discount $250 Total Contract Price (including all discounts) $58,000 Deposit 0.00 Balance Due $58,000 Balance Form of Payment Lender Finance Service Finance Application ID ***All discounts are final. No additional promotions apply.*** 4195828 — Window Style 2 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity Location Dining Room Insulated F A Interior Color White Size Exterior Color White Window Style 2 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity Location Dining Room Insulated F A Interior Color White Size Exterior Color White — Window Style y 2 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity Cn Location Kitchen Insulated F A Interior Color White Size Exterior Color White Window Style 3 Lite Roller Window Brand Glass Type Solar Max with Neat Technology Quantity IM 112 '1'' Location Living Room Insulated F - A � Interior or Color White Size Exterior Color White Custom Window Systems 1 Included 53X51 Custom Window Systems 1 Included 53X51 Custom Window Systems 1 Included 37 X 38 Custom Window Systems 1 Included 110 X 51 „,....rr,r°rl $zfi�b, a Le_gMeMgessssgWgW'Wg�---- W_� u -- - x •e �# .� N - gsgsgs5�9e5eg�gaga„L.':^<<6�WnwnwPa _ T c s� 4 eg 9agot� MN1^}^ge�SW w�b:g S--GAG S`^ a• mVoa...., m$3 - w 3 =n.5 a3o A A ��i i iVg A LAW A. lmk�3”' §e§_gNAFg_M"g"�"4agag�g L�w:nm�3 E53a"a$ga gIS v{ Tld c o m 'fie5ga@$ a A A g wA A i LS $S W L A w A_A�g=i 'h. d 4a3 •E oe d . aBd nR g. g M-� A `- $ S$$$. 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'm i '•o m u o M o u '.a : a i.i m $ a• S � H �•} a§ �4 i6 o GGG Ms'4eg6l�Wn8�W� m»:6mbaLtkM— i - - a m P ;, o u o M o s a N� 8 N e � 4o _ •wo s� g w gz ga g.wi .Ai •'i�_P 1 V vL.wwM uun 4 N u R _ � o N O CEEI N 0 126 NW 109 ST 723/4 X 37 (+/- 60) FL16736.1 N HS / N a N ~ EGRESS / O 7z� � O g BED w m 3 f 35112X801/2 721rzx6138 GARAGE (" a 72 (M-60) (+75/-85) (N-60) m 51 3/4 X 491/2 FLIV36.1 NOA 20-1216.19 FL16736.1 O S HS O (+/- 60) FL16736.1 HS SFD HS f � s 8 BATH t0 11 z H Z Wa5v4xua4 O N Fii61stri SH .l & vWi KIT �W = BED FAMILY 35 18 fi0) 1/3 13 HS Q< O az¢� 73X373/e L FL16736.1 (+/-so) Q rc FL16736A 2 m 1D LL Y Ln %r 'z HS O EGRESS 00 00 00 LIVING ENTRY 73X37) O O mil FL76736.1 sz x 49 -60) z O HS O EGRESS zstrr 7o� 3LR SFD FL16736.1 14 HS FLtSm.t D 110X49518 40 X 82 112 g e ¢ BATH O SH (+/-60) (+75-85) Q h- FL16736.2 NOA 20-1216.19 rs� BEDS O �% 5 DINING r' HS HS 52 X 49 5/8 52 X 49 W (+/- 60) (+/- 60) FL16736.1 FL16736.1 PRODUCT APPROVAL NUMBER: 20=1 21 6m 19 OPENING IDENTIFICATIONS: COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 4201 NE 12 Terrace Oakland Park, FL 33334 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION It 805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidadexov/eeonomv ctIrle-3 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incurthe expense of such testing and the AHJ may immediate ly revoke, mo dify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein andhas been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev G, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01 /15/04 and last revised on DEC 11, 2020, prepared by AL-Farooq Corporation, signed and sealed by Jalal Farooq, 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 Limitations: 1. See Design Pressure (DP) capacity Single doors & Double doors VS locks +bolts, glazing types and water ratings in sheet 2. Higher DP Single/Double Doors at active leaf require 3-point lock andmanual Flush bolts at top/bottom. 2. Single or double doors maybe mulled with approved clipped mullion or sidelites or transom (underseparate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of thisNOA 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 NOAwill 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 otherpurposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause fortermination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fo Iowed by the expiration date maybe 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 # 19-0318.01 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 20-1216.19 MIAMI•DADE COUNTY �SG.G �. �� -j�, qn Expiration Date: June10,2024 (ApprovalDate: January21, 2020 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01 /15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/#09-0310.05) 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201 94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Sella, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. 2. Test proposal # 07-3527 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1216.19 Expiration Date: June 10, 2024 Approval Date: January 21, 2021 E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under #18-0116.03 A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. 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.16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC Wh Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019. 3. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS (Reference current test submitted under files #15-0707.02) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by American Test Lab of South Florida, Test Report No(s). ATLSF 0304.01-15, dated 05/26/15, signed and sealed by Stephen Warter, P.E. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1216.19 Expiration Date: June 10, 2024 Approval Date: January 21, 2021 E-2 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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.16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 02/28/19, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 18-0116.03, expiring 06/10/2024, subjected to verification in next renewal cycle. 4. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-01 Rev G, titled "Aluminum Outswing Entrance Door", sheets 1, 1.1, 2 through 5 of 5, dated 01/15/04 and last revised on DEC 11, 2020, prepared by AL-Farooq Corporation, signed and sealed by Jalal Farooq, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2020), dated 12/11/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 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. D. STATEMENTS 1. Statement letter of conformance, complying with FBC 71h Edition (2020), dated 11/12/20, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHER 1. This NOA revises NOA No.19-0318.01, expiring 06/10/24. i 5��� l • ��tah�. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1216.19 Expiration Date: June 10, 2024 Approval Date: January 21, 2021 E-3 -------------- SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS LOWER DESIGN PRESSURE OF TRANSOM. DOOR OR I tl tl II TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE /� II 1 AND ANCHORS TO BE FOR ENTIRE ASSEMBLY I t It 1 I i/ II t t REVIEWED BY AHJ 5' MAX. HEAD SIU i �I -- ---------� ✓j.� CORNERS 1 ' I ALUMINUM OUTSH'INCL ENIRANXXtjDOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELIT£S IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. T141S PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDMON)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LOADS 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 LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. DOOR HINGES SEE SHEET 2 FOR QUANTITIES do CAPACITY 13' MAX. SURFACE APPLIED FALSE MUNTWS MAY BE USED 31 3/4'i I In D.L OPG. ' j' LOCK OPTION Z 39 1/8' SINGLE DOOR W/ 3 POINT LOCK t FLUSH BOLTS SEE Op CHART ON SHEET 2 EAF WIDTH LOCK OPTION ' 1' C: SINGLE DOOR W/ 3 POINT LOCK SEE Dip CHART ON SHEET 2 PRODUCT REVISED TYPICAL ELEVATIONS as comp ngg with the Florida Building oda No"a. 20-1216.19 Expiration Date 06/10/2024 By Ist-7I-i n•n 11 NEi uct tro DEC 1 ► 2020 rS HESE DOORS ARE RATED FOR LARGE &: SMALL MISSILE IMPACT. HUTTERS ARE NOT REOUIREO. 4%V ZT Zm O rQj b tl Q0. i^p N ` M mat O8yti OfOa O iiftE (QLzm�` _ n Jaffa � Qmwi r n � O v n Ix tO C r .drj U w ?I z o '` W -0 c z °^Yo ►. I 0 U laJ Il � O 0 Z C O o a N _3O a , W 0. 0 P4f o No.81223 '0. STATE •(�j`� drowing no. % S�'�c°R'•° Ca`%M' WO-01 m 1 A o a deto: Qt-15-04 O �. SCOIC 1/2'-1'-0 to-- dr. by: TAR10 O � _ O ChM, by' N � ; r� c m ANO 5 n —Tt--r-rS--------- t1 A' p m x r� II I II Ia 11 CND 1 SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS l El LOWER DESIGN PRESSURE OF SIDELITE, DOOR OR a o o I I I y' DOOR MULLION SHALL CONTROL DESIGN PRESSURE m g I I t y FOR ENTIRE ASSEMBLY I 1, ) a !4" t II It it rnx m II 'l nNN II IL 9 / \ 1�4 CD / \D\ o• i � f � u �pSp zy - u Li- --- ir1\ 11 n- zIt �'/' ZF , no date escn Ion __ F 04.16.18 QEV PER RER COMMENTS C 11.05.20 UPDATED TO 2C20 FEC 3 1/2" MAX. I I I F 1 11" � -- JAMBS 84 7/8- zC H '- 9 -- D.L. OPG. L r 95 3/8. LEAF HEIGHT i 97' ALUM OUTSWING ENTRANCE DOOR (L.M.I.) AL-FAROOQ CORPORATION aEurotech Industries Inc. ENGINEERS G PRODUCT DEVELOPMENT a 9360 SUNSET DRIVE, SUITE 220 4201 N.E. 1 2th Terrace MIAMI, FLORIDA 33173 (C,.4.N. 3538) Oakland Park, Florida 33334 TEL (305) 26"100 FAX. (305) 262-6978 Tel. (954) 630-9967 Fax. (954) 630-0217 r0MP-nut\wne_mCwn DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' 2/6 I 75.0 85.0 3/0 6/8 75.0 85.0 3/6 i 75.0 85.0 2/6 75.0 85.0 3/0 7/0 75.0 85,0 3/6 75.0 85'0 2/6 (8/0) 75.0 95.0 3/0 - 75.0 1 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REO 3 POINT LOCK SYSTEM AT ACTIVE LOCK S 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4" X 16-1/4' LONG `ATTACHED WITH (2) 08 X 3/4" SMS / TWO-HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6", 12", 35", 63-1/2" AND 92-1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE I GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 3/0 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 _ 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 8/0 1 100.0 140.0 140.0 100.0 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. �,(2( KS SINGL DOOR • (OPTION 12) MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4) #10 x 1-1/2- SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR, STRIKE PLATE 1-1/4" X 1/4" X 16-1/4- LONG ATTACHED WITH (2) /8 X 3/4- SMS HINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3', 9- AND 26-3/8- FROM TOP AND BOTTOM. ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3% 9- AND 26-3/8" FROM TOP AND BOTTOM ITEM I PART / REQD. DESCRnMON MATERIAL MANP./SUPPLIER/REMARKS 1 ER006 -- AS REGD. DOOR FRAME 6063-TS - 2 CRO12 AS REDO. DOOR LEAF 6063-T6 ---� 3 VZ1566 1/_LEAF DOOR BASE BOARD 6063-T6 - a VT l! 483 1 / DOOR FRAME SILL 601 _ - - 5 - 1/ DOOR SILL BASE 6063-T6 - -- 6- VZ-1481 AS RE00. ASTRAGAL STILE GLAZING BEAD 6083-T6 - 7 VZ-1535 4/ LEAF 6063-T6 EPOM DUROMETER 75t5 SHORE A ee 2801 AS REOD. GLAZING GASKET 9 - 1 SHEAR CLIP 6063-T6 - t0 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 0060OX 4/ LEAF H:NGES ALUMINUM GIESSE 12 0/0 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - _ PH MACHINE SCREWS 13 - AS REGD. BULB W STRIPPING _ 14 010 X 2' AS REGD. ASSEMBLY SCREWS - HH SELF DRILLING 15 J12 X 1-1/4 - FRAME ASSEMBLY SCREWS I - SMS _ DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE IGLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 6/8 75.0 75.0 6/4 75.0 75.0 5/0 7/0 75.0 75.0 75.0 75.0 6/4 5/0 8/1 75.0 75.0 750 1 75.0 6/4 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS 140T REQUIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, LOCKS DOUBLE DOORS: (OPTION 12) ACTIVE LEAF: MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 102181 ATTACHED WITH (4) #8 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART #02168 ATTACHED WITH (4) #8 X 1-1/2" SMS. BINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 V° w C ` - e Z n a O a z IL Q IL a a a' 3 0 0 O W9 �V O $v'i� 0 ac Ai 1] to z 0 qNq_ J wM QO+F �I 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 090" Interloyer 100" Inlerlaycr M I o Trosifol PVB By 'kuraray America. Inc.' SentryGlas By Kuraroy Americo, Inc.' i6 3/16" HEAT STREN'D CLASS 3/16" HEAT STREWO GLASS 0 V `* el Pn M Z G1 uM o � p Oar w [aGE SILICONE SCS 2800 w z IUD SILICONE GE SCS 2800 Z I'I y r 0 7 I S SILGLAZE II FSILGLAZE II 0 to i$ZA a : V Lj 0; 4) c 0 -- a 1• .X co,O O = GLASS TYPE 'A' GLASS TYPE 'B' Fli GLAZING OPTIONS m� BY 'GIESSE' PRODUCT REVISED (5) PER LEAF as comp%[n tAr[th the Ror[da AT V. 12", 35', 63-1/2" AND Building Code 92-1/2" FROM TOP OF DOOR UOA-No- 20-1216.19 NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. Expiration Date 0611012024 By Ica 7 1 .-Wh AIM NOTE: v". GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) oAND FLORIDA BUILDING COMMISSION;DECLARATORY STATEMENT DCA05-DEC-219�' 4 l AA11111111///%%\ � - , f. 0 DEC No. 81223 Ji Y I o 0.. drawing no W04-01 TYPICAL ANCHORS ISY TYPICAL ANCHORS SEE ELEVATIONS- WOOD BUCK / SEE ELEVATIONS FOR FOR SPACING � ''' n EGGE OPST. N 61 13 x a i ^T i t13i ACCESS HOLES WITH PLUGS 18 x 1/2" S -3- FROM ENDS AND 10" O.C. MAX. (4) #12 x 1" SMS AT 2' O.C. MAX. AT CENTER OF SILL READ. AT DOUBLE (XX) DOORS ONLY • v ERCE D14t. ' v TYPICAL ANCHORS./ IV SEE ELEV. FOR SPACING 11 1 SEE SEPARATE NOA FOR TRANSO c-x-=2 II RATING AND ;DETAILS I r --r`t-.3=====1 II u ! t II 'L------ - - - - - _ II Ij !I 1� II II MIAUI-DARE COUNTY APPROVED MULLION SEE SEPARATE NOA (SEE Dp LIMIT NOTE IN SHEET 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED as compi,1 with the Florida Building Coda I OA-No. 20-1216.19 Expiration Date 06/10/2024 By Let : . Nliam a•eProdu_cT93_nUUr SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. 4"tj TYPICAL ANCHORS METAL m ) ' SEE ELEVATIONS - STRUCTURE Z m FOR SPACING 0 _EDGE DIST. Q a a c IL 041 a V0. �W C M V u, in 0V G a v O y y mx� Nr O ev Q wMj Ii Ip IL zN M WOOD BUCKS AND METAL STRUCTURE NOT BY 'EUROTECH' Q wZm f r MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND C TRANSFER THEM TO THE BUILDING STRUCTURE. ICA ANCHORS: SEE ELEV. FOR SPACING of 114" QIA. [ TRA _AN+ BY 'DEW T' (ru-164 KSI, Fy-148 KSI) 0 INTO 213Y WOOD BUCKS OR WOOD STRUCTURES Nui 1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) I z tJl wen Q az o n THRU 1 BY BUCKS INTO CONC. OR BLOCKS a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) w y I= o 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Ids IRECTLY INTO CONCRETE OR BLOCKS 1- MtN. EMBED INTO CONCRETE (HEAD/SI BS) NTO BLOCK 0; m Z a tI 914 SMS OR SELF -DRILLING IN SCREWS (GRADE 2 CRS) � I o 7 ` o Z:) Yo INTO MIAMI-DADE COUNTY APPROVED MULLIONS J W 0 OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) m W STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) a �. L• i o N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c N N a n CRITICAL DGE DISTANCE ° oIo po o INTO CONCRETE AND BLOCKS = 2-1 /2" MIN. a S INTO WOOD STRUCTURE = 1" MIN. ' a INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. c u '' ^ ; = y�•f O a N N N O CONCRETE AT HEAD SILL 0R JAMBS i'c a 3000 PSI MIN. 'S o o C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. •` o.V _I AA 1 No. 81223 DEC rw;�_o 0,�<t/� ig no. i 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DARE COUNTY ^ APPROVED MUU10N E SEE SEPARATE NOA ,I i lSEE SEPARATE NOA F FOR SIDELITE RATING AND DETAILS 1/a- MAX. AL UCTURE :AL ANCHORS ELEV. SPACING v+- MAX. ,-, EXTERIOR PRODUCT REVISED �OiI�LE DOOR as 100=3 �ing 111h the Florida Bttlldteg hods NOA -No. 20-1216.19 Expiration Date 06/10/2024 a e raT- � �o Z M n ,o Oh Z Z N Q �= to 3 o`er IL O � Ml vQ� i p'O—In o p a QWz�� I Egg ANCHORS Q w A 2 r V. ICING J. O v O '0 gad; M W — rn C tv W 7 L ko z C N r obi n o ON V tai G• m � Z aiLdNv0 u ICAL ANCHORS SPACING � ��;.•'�CENSF•' �� n o DEC 11 2020 STA:� drawing no. .•..ACOiw04-01 ,. sue_ ... 3.937 070 tr 1.815 1.634 I 2.658 --1.772 -d C:l DOOR FRAME 19 DOOR LEAF k--1.772 --f 1 .067 I 3.937 3.177 2.921 1.638 -�1 DOOR BASE BOARD .138 -�y j- �- .059 I) ' 417 .571 I _1 L 1.772 j (D FRAME SILL 2.000 1.000 .094 1__ u s� SILL BASE 1.103 .080 .238 I -�! 1.043 L SHEAR CLIP 2.402 1.764 063 1.906 .744 J F_ .591 0 ASTRAGAL STILE fl.201 000 r .846-_ 1.6 6 .050 �_7 GLAZING BEAD PRODUCT REVISED as comp Ingg with the Florida Bulidinp de HOA-uo. 20-1216.19 Expiration Date 0610/2024 m1sm 1 umm oduct ntro �4mo i i 10 Z 1 2 a7 d < OdA W Otnn 0 on u; Opdoa ' o � Q20 Q W 2 rejj Wy J 1^ � � v n O O r, Q. aU co �,�j to W Z M , U1 own o O p 4 � •� w V W h 0 � O 14 z 041a O a Z c r L C, a W' *012 mlEy 00 DEC LQLO 1�Z : a _ U V X i • b u STATES drawing no. W04-01 PRODUCT APPROVAL NUMBER: 16736m2 OPENING IDENTIFICATIONS: 2 Florida Building Code Online- https://www.floridabudding.org/pr/pr app_dtl.aspx?param=wGEVXQw... Rwk! BM Home Log In User Re,trapan Hot Toptr Subme SerdtaMe Stan &Facts Publkatbns Contact Us SC65rte Map Unks Search Product Approval db,pr USER: hole User PmdmtAp M >Pratluct or Pn aca[un Search>agprSpjiQ_n69>App6tatbn petap / r. FL # - =— Application Type Revision Code Version 2020 Applicetlon Status proved Comments publiccomment;Remove proprietary note and does not comply w/ 2411.1.11.09/17/20 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368.6922 Ext 291 )lathrop@cws.cc Authorized Signature Jay Lathrop )lathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 llathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 )lathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2028 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL16736_113_C0_Eya l3eRort6j22P-.: p-df Standard AAMA/ W D MA/CSA/ 101/I.5.2/A440 ASTM E1886-13a ASTM E1996 PA(TAS 201/202/203 Year 2008 2013 2017 1994 I of 2 12/31/2020, 10:28 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect FL16736_R3_Fquiv_8200 LM Equivalencv_p�lf Method 1 Option D 08/10/2020 08/10/2020 08/23/2020 10/13/2020 FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R_II_CW5371D.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736_R3_M_EvalReport871D.pd I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Lim o Use Installation Instructions Approved for use in HVHZ: Yes FL16736_R3_II_CWS-869D.12d Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite In FL16736 R3_AE_EvalReoort869D.pd I.G. must be safety glazed when used above 30 ft. In HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300. Back Next Contact Us :: 2601 QlairStone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EE0 employer. Qovdght 2007-2013 State of Florida.:: Privacy Statement :: AccesslblRy Statement :: Refund Statement Under Florida law, email addresses are public records. 9 you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional map. If you have any questions, please contact 850.407.1395. *Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ema3s provided may be used for official communication with the licensee. However emal addresses are public record. If you do not wish to supply a personal addrew, please provide the Department with an email address which can be made avallable to the public. To determine If you are a licensee under Chapter 455, F.S., please click igg. Product Approval Accepts: ® eCm+ec► Credit Card Safe 2 of 2 12/31/2020, 10:28 AM rrURNER ENGINEERING & C0NSUL,1NG.INC. Equivalence of Product Standards 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 August 6, 2020 Product Description: Series 8200 PVC Horizontal Slider Windows LM Impact, as detailed in Installation Instructions and Evaluation Reports CWS-869D and CWS-871D Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Equivalent Standards: ASTM E 1886-02 or 04 or 05 equivalent to ASTM E 1886-13a and ASTM E 1996-04 or 06 or 09 equivalent to ASTM E 1996-17 Assessment: The products indicated above have been tested to ASTM E 1886-02/04/05 and ASTM E 1996- 04/06/09. I have determined that for the indicated products as defined in the indicated Installation Instructions and Evaluation Reports, that this product testing is equivalent to that performed for ASTM E 1886-13a and ASTM E 1996-17, as referenced in the 7 h Edition (2020) Florida Building Code. .o No.58201 w— STATE W .. �liW11,1NP1j L�0% tt1 Lucas Turner 2020.08.06 8/6/2020 15:56:14 Lucas A. Turner, P.E. -05'00' FL P.E. 58201 rrUIRI N E R ENGINEERING & CONSULTING,INC. 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869D August 04, 2020 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111 "x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 7`h Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Tic Trl, Camden, TN Approval drawing CWS-869D, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-3, -3A, -4, and 4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and MA/CSA 101/1.S.2/A440 `08 3) Supplemental Calculations to support CWS-869D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869D. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869D • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Kuraray Butacite PVB Interlayer per Miami -Dade NOA 19- 0305.021t, and in the fixed glass requires Kuraray SentryGlas Interlayer per Miami -Dade NOA 17-0808.021 • Requires Quanex or Veka white rigid PVC fi aming per Miami -Dade NOA 17-0206.1 Ot or 17- 0228.041 t I have evaluated the interlayer and framing materials in these Kuraray, Quanex, and Veka NOAs and find that they comply with the requirements of the 7" Ed. (2020) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Zoo Lucas Turner*2020.08.0b rNo. =�82a'� * 08/04/2020 15:01:48 p. wZ Lucas A. Turner, P.E. -05'00' ETA �� FL PE #5820I '��I � ! ,�ti tlt`�`� HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1121/4' MAX OVERALL FLANGE WIDTH 641/4" MAX. OVERALL FLANGE HEIGHT MAX. SASH WIDTH TABLE OF CONTENTS 56114" GLASS GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO'. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT =1/4' x 1" LOCATED 4" FROM BOTH ENDS. Lucas Turner 2020.08.06 14.49:58 -05'00' WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT g z 3 <Z3: P owg Qwoo o zuOiZ o¢zm w a3►-3�s z rTM<zo[woo O OI-O a=�c[ U Urnr- ZaF-rna a ozowzo�0 F--wmo3Oo���wz ccQ}z— wQ ppl-NU � w ¢viowvnw a z=a cc0 nU) O w~¢ w=m> IL a M a. A t� * No. 58201 * �_ STATE OF AI` 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS GENERAL NOTES 8 ELEVATIONS ........... 1 GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS a GLAZING DETAILS .... 3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING � fiffv.. EXTRUSIONS & B.O.M...............................4 CWS-869 D ANCHOR SCHEDULE a NOTES................5 111 " x 63" +!- 60 PSF LARGE MISSILE IMPACT SHEET 1:20 1 OF 6 718" OVERALL — 3116" ANNEALED OR TEMPERED 1/4" AIR SPACE 7/16" LAM[ 3/16" ANNEALED 090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIRSPACE 5/16" LAMI 1/8" ANNEALED f1r.090 PVBINTERLAYER 1/8" ANNEALED 11 1/2" GLASS BITE " 30 — 11 OUANEX DURASEAL or. 0 CARDINAL XL EDGE or, KODISPACE 4SG TPS I.G. SPACER 16 1 14 \ / 0 O GLASS TYPE B SASH GLASS GLASS TYPE A FIXED GLASS PURFECT GLAZE"H" SIKAFLEX 552 112" GLASS SITE OUANEX DURASEAL or. CARDINAL XL EDGE or, KODISPACE 4SG TIPS I.G. SPACER SETTING BLOCKS PER FBC 2411.3.3.1 WINDOW SYSTEMS M 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT g z 3 <Z3. owS awa0 w Z0Z x=-w LL rw�z�3gi Z zxM<wLL1p0 0 01-0 ax0x U UNF-Z0.I-A(L Q Ozou)zSUU >- a3pwoioz x M< I-►-I_Z o0}:302 °i CO w�wu�Z—p+i 0.=�cn o wa-W a�¢ M a.. Zv * No.58201 STATE OF �0' A1-1��\���\ 8/05/2020 LUCAS A. TURNER, P.E. FL PE ## 58201 2428 Old Natchez Trc TrI Camden. TN 38320 PH. 941-380.1574 ISET DESCRIPTIO : GLAZING DETAILS LAWN BY: DATE: TEF 10/11/13 GG— CW S-869 D SHEET 1:1 2OF6 INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REQUIRED ON FIN UNITS. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. Xi NOTES: • EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. - ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. HEAD IMPACT HOOK AND JAMB IMPACT HOOKIROTARY LOCK LOCATIONS 1:20 C&& WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT a z 3 Qz3 oo w<WQW w ZiO XM- L- �w3z�32z 0 01-o a=�Q 0 0(nn►-zaPrna- Z o0M-z�0rn HZ—LL20OWZ >- ¢30w-=O_ ru Oaxa})owv0)w ac z`1)w o -Icn►- a Mw cc =~a W3w(n a - a IIr a. i * No.58201 W ESTATE OF ?� ��i d► '�CR1D* ��• 8/05/2020 LUCAS A. TURNER, P.E. FL PE ## 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 SECTION VIEWS IAWNBY: DATE: TEF 10/11 /13 VG 4: R W CWS-869 D ALF! SHEET 1:2 3 OF 6 PARTS UST ITEM PART # DESCRIPTION MATERIAL 1 H-6222 Main Frame, SWHS, Flange, PVC PVC 2 H-2122 Fixed Rail, Heavy Duty, Aluminum Alum 3 S-6229 Cover, HD Fixed Rail, PVC PVC 5 P-4638 #8 x 21/2" Ph Mod Truss Type A 7EK Steel 6 P-3342 Seam Sealer, SM-5504 Silicone 7 S-1776 Roller Track Alum 8 S-6226 Screen Adapter, Jamb, PVC PVC 9 S-6227 Screen Adapter, Head & Sill, PVC PVC 10 P-4479 Weep Cover w/ Flap Nylon 11 S-6237 Glazing Bead PVC 12 H-6224 Sash Meeting Rail, PVC PVC 13 H-6223 Sash Pull Rail, PVC PVC 14 H-6225 Sash Top/Bo1. Rai), PVC PVC 15 H-2124 Reinf. Sash Meet. Rail Alum 16 S-2129 Reinforcement, Sash, Side Rail Alum 17 H-2123 Reinforcement, Sash Pull Rail Alum 18 P-3429 Wstp., 0.270 x .187 back FlnSeal, Gray 19 P-3783 Lock, impact, PVC 20 P-4061 #8 x 1 1/4" Ph Flat Tek, Wht. Steel 21 P-4069 Keeper, Impact, PVC 22 P-3539 8 x 314" Square PH Tek, Wht. Steel 23 P-4958 Rotary Lack 24 P-4633 8-32 x 1/2" Barrel Fastener 25 P-4952 Keeper, Rotary Lock 26 P-4779 Roger, Tandem Nylon 27 P-3541 #8 x 1/2" Quad PH TEK 2 Zinc Steel 28 GLASS SEE SHEET 2 GLASS 29 Purfect Glaze "H" or Sikallex 552 Silicone 30 P-5582 Set. Blk., 85 Dur., 118" x 7/8" xl.5" Rubber 31 P-3218 Screen Frame RollFonn 32 P-4754 Screen Comer Key Nylon 33 P-4755 Screen Comer Key w/Safety Tab Nylon 34 P-3029 Screen Pull tab SS 37 1 P-4772 IScreen Cloth, Fiberglass 41 P-5588 Cap Plug, 1/2" Note Nylon 42 S-1577 impact Hook, Frame, Jamb Alum 43 S-1112 Reinforcement, Head, Jamb Alum 44 S-2000 impact Channel, Sash Alum 45 P-3748 #6 X 518 Ph FH TEK, Zinc, Painted Steel 46 S-1999 impact Hook, Frame, Head Alum 47 H-6231 jMaIn Frame, SWHS, Fin, PVC PVC 50 P-4730 1#8 x 1/2" Ph Mod Truss TEK Steel �0 1/16' 3 9116' 2; FLANGE H-6222 2 3116" �© t 5/8" tns• PVC SASH MTG RAIL H-6224 31/6• � 31/8• CORNER CONSTRUCTION WINDOW SYSTEMS iR qI L 31--® 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1/16' 21/8� WWW.CWS.CCa -- — CORNER WELD PVC FRAME (ALL SIDES) 8200 PVC FIN/FLANGE HD MTG 1:8 I"IORZ. SLIDER H•6231 RAIL IMPACT MPACT 13/16• 6 Ins• 5 a z aZ3 ouw0 Qw0o K w ZpZ wr- Z►u' - 1 5/a• jJ 1/16• 1 518"6' w Z w 3 Z O 3 2 2 a-- o o►-o a=�-x PVC SASH PVC HD MTG RAIL a g OD =v rn Z O U PVC SASH PULL FIXED MEETING RAIL � — u_2 O O U- Z RAIL/STILE H-6223 RAIUSTILE COVER SCREWED TOGETHER WITH Q Q 3 o w � = O _ H-6225 S-6229 OUTERFRAME < rx ac � } 3 O -�{ 1:8 w otAwv,Op-jcnW 15 3/4' O WPO w=w> 17 IL O 1/16" 15/ 6 1/16" i . I 1 5ns" REIN HRAIL H 2123 MTG I AT 6����0 A- � 7ns• 1 ua' ' ,V No. 58201 t/165/16" �� 7 70 " Uj� PLAN VIEW-1999 iO�{► 'TATE �� HEAD IMPACT HOOK • 1999 REINF. 1/16" 3/16" S-2129 ROLLER TRACK - 1776 O 6• --j 51tr 518 tn6- PVC GLAZING BEAD 9J16 1— rN L Ins" PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 S-6237 GLAZE BEAD -1112 —03n6'11/ 1 v1s• 7/16' 16- --- �8 � 9 O T-1116• 8, I PVC SCREEN 1 5/18" CATCH S-6226 PVC SCREEN SUPPORT S-6227 }_ 1/16" PLAN VIEW - 1577 ALUM SASH IMPACT HOOK -1577 LINE ITEMS NOT USED: 4, 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 8/05/2020 ' LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 BOM AND EXTRUSIONS TEF 10/11/13 Vd tl: FREV.: CWS-869 D `"L : SHEET 4:1 4 OF 6 i 6' MAX (TYP t 4-4 6" MAX. (TY 17' MAX. O.C. (TYP.) NOTES: 3' !rypI 7_ 1� - /TVP 1 I.f � I 11d` _j ANCHOR LAYOUT - (FLANGE) IVItz INSTALLATION ANCHOR (TYP.) 4" MAX (TYP.) - 8- MAX O.C. (TYP.) 4- MAX. (TYP.) 8" MAX O.C. (TYP.) � X O i I I X ANCHOR LAYOUT - (FIN) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) O&VOffigia WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT z wuJ00- Q aw�z�3x-x z zrxmac[wpp O U OI—O <LU00 UcnOZ I—wIL Q Q z—�—z DO OZUMZO C>C F--wm00w0 0 03 w xQ N z ppmmOwow Ru- to w z-0. MHO M Cc W3w> (L °- Ir a 8/05/2020 LUCAS A. TURNER, P.E. FL PE A 58201 2428 Old Natchez T►c TrI Camden, TN 38320 PH.941-380-1574 ANCHOR SCHEDULE AND NOTES TEF I 10/11/13 9 #: REV.:— CW S-869 D 'A� SHEET 1:25 5 OF 6 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS MIN. EDGE DIST. IW MAX SHIM SEE TABLE 1 SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND pfff� FLANGE BY INSTALLER 114' MAX SHIM INSTALLATION ANCHOR SEE TABLE I SEALANT BEHIND 1/4' MAX SHIM FLANGE BY INSTALLER Q PERIMETER SEALANT- M EMBEDMENT EDMENT BYINSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE �- PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE 2.85 KSI MIN. 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-114" 2.1/2" FLANGE 2XMIN. SOUTHERN PINE (G-0.55) 3/16 TAPCON OR ELCO ULTRACON 1-wil" 7/8' FLANGE 2X MIN. SOUTHERN PINE (G-0.55) #10 WOOD SCREW 1-3/8" 718' FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1;8" ALUM. (6063-T5 MIN.) OR V8" STEEL (33 KSI MIN.) 910 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125' 7/16" FIN 2XMIN. SOUTHERN PINE (G-0.55) #8 WOOD SCREW 1.1/2" 1/2" aagwoMIN. EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4" MAX SHIM SEE TABLE 1 OCALA, FLORIDA 34474 www.CwS.CC 8200 PVC HORZ. SLIDER SEE TABLEDMENT IMPACT az3 PERIMETER SEALANT Z w � S a W= w BYINSTALLER w INSIDE AND OUT O Q U } O Cc 3 C0 INSTALLATION ANCHOR z 2 Lu Q� W 0 31 0 SEE TABLE 1 O O 1- O Q= SEALANT BEHIND U V w O Z tL F- w m FIN BY INSTALLER Z 6 0 M- Z ISO D HORIZONTAL SECTION a P Z' M Q O w z 6 TYPICAL FIN ANCHORAGE a 2 Q 3 }O� H t Z— HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q [C pC F- W a 3 O m O�ccco0w(0w I vow O�cnH Cr Z —C. o w�0 w=�> a a Ccx cc3a ```` \ A T„ _1 011, I site i * No. 68201 * r �7a>rt� STATE OF ��i 'ZC1lA/' ��• PERIMETER SEALANT 1 BYINSTALLER INSIDE AND OUT t 0 1 HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380.1574 ESCR O : INSTALLATION DETAILS RAWN BY: DATE: TEF 10/11 /13 #: .. CWS-869 D ,ALE: SHEET 1:2 6 OF 6 PRODUCT APPROVAL NUMBER: 16177ml OPENING IDENTIFICATIONS: 3 & 7 6/14/22, 9:06 AM Florida Building Code Online MAE BcIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications Contact Us BCIS Site Map Links - Search rkdb' Product Approval A USER: Public User Pmu,Ct Apprm,.' Menu > PmOE a or Application 5=_arch > A_ppllCatmn Li9: > Application Detail FL # FL16177-R4 Application Type Revision Code Version 2020 Application Status Approved Comments Archived _ 9` 7 L� Product Manufacturer Custom Window Systems Inc. - Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Technical Representative Address/Phone/Email Kevin Pine kpine@cws.cc Mary Rukashaza-Mukome 1900 SW 44th Avenue Ocala, FL 34474 (641)621-3317 mkashazamc@ pel la.com Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2030 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL16177 R4 COI EvalRenort812E.pd( Standard AAMA/ W DMA/CSA/101/I.S.2/A440 ASTM E1886-13a ASTM E1996-17 PA TAS 201/202/203 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https:/Aw.floridabuilding.org/pt/pr_app_dtl.aspx?pamm=wGEVXQwtDgvyf4ngAXhtOy8QgDbmBIPRxH15tWmKh1OeYJkOOJowO%3d%3d year 2008 2013 2017 1994 112 6/14/22, 9:06 AM Florida Building Code Online EL16177 R4 Equiv 8100 LM Ea ivu a el n_�,y pdf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products i Method 1 Option D 02/25/2022 02/27/2022 03/03/2022 04/13/2022 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R4 II CWS-812E.Rdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R4 AE Eva1Reoort812E.p,{(f glazing required an outer lite above 30 R. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300. contact (s :: 2601 Blair store Road. Tallahagsee FL 32399Phone: 850-487-1824 The State of Names Is an AA/EE0 employer. Coovrigbt 2007-2013 State of Flodda.:: Pdvacv Statement :: accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact SSO.487.1395. *Pursuant to section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public retard. If you do not wish be supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under chapter 45S, F.S., please dick here . Product Approval Accepb: LMW0ElE Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl Gy8QgDbmBIPRxH15tWmKhl OeYJkOOJowQ%3d%3d 212 URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812E January 21, 2022 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the7" Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing CWS-812E, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-IA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, and PRI-1778T0012.01/02/03/1778T0018, by PRI Construction Materials Technologies, Tampa, FL, signed and sealed by Zachary R. Priest, with testing performed: TAS 201/202/203-94, ASTM E 1886-02/04/05,1996-02/04/06/09, and MA/CSA 101/1.S.2/A440-08 4) Supplemental Calculations to support CWS-812E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812E. Limitations of Use: This product: • May be used in OIX configuration in sizes and with max. glass DLO heights as shown in CWS- 812E • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires PVB Interlayer. Kuraray Trosifol per Miami -Dade NOA 20-0915.22, or Eastman Saflex per Miami -Dade NOA 21-0216.01 • Requires Quanex or Veka white rigid PVC framing per Miami -Dade NOA 17-0206.1 Ot or 17- 0228.04t t I have evaluated the framing materials in these Quanex and Veka NOAs and find that they comply with the requirements of the 7 Ed (2020) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. A Lucas Turner * 2022.01.21 =� No. 58201 �� 1/21/2022 12:05:41� * Lucas A. Turner, P.E. -06'00' ��'� OF FL PE #58201 ._ _ W SINGLE HUNG - LARGE MISSILE IMPACT i 5311V MAX OVB;AU FLANGE WIDTH 51 7/8' MAX. UNIT WIDTH 4711116* GLASS DLO MAX r- -- -- t - OVERALL FLAME HEIGHT I B 0 i B 30 3/18' I E SASH HEIGHT LASS x I DLO � B 8 A —45MW— GLASS DLO 48 3V MAX SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 DESIGN PRESS GLAZING DETAIL .................. ..2 MAX. UNIT SIZE SECTION VIEWS.................................•..........3 EXTRUSIONS & B.O.M.......... ............. 4 WING ANCHOR SCHEDULE A NOTES. ........ 5 1-718" x 61-3/4" +/- 70 PSF INSTALLATION DETAILS .................... 6 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED�w�r•, TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT �: EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (Ht AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED ISW SW 44TH AVE. OCALA, FLCRIDA 34474 IN ASTM E 188S PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: VX. 8100 PVC 4. DESIGN PRESSURE RATING: SINGLE HUNG -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300414e01109. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-130044e011ft. z a S. ANCHORAGE: THE 33 Ir^ STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR z _ cc ;;x w 3 O 3 ao G DETAILS. WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. N I . N S. PRO REDO PPROVED OVED FOR IMPACT RESISTANCE. SHUTTERS ARENOT z 7. ALL FRAMES AND VENTS FULLY WELDED. O C 3 Q SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. a1 g S. SERIES / MODEL DESIGNATION SH-Si00. O oC w � awC � 9. THE DESIGNATION X AND O STAND. FOR THE FOLLOWING: IL X - OPERABLE SASH, 0 - FIXED SASH 10. SSEECCTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 11. EXTERNAL WEEP SLOT -1/4' x 1-1/4 LOCATED C FROM BOTH ENDS. `%� LARGE MISSILE No.68201 Lucas Tumer 2022.01.21 12:10:39 i�/lrttytlt�' It -Wool 1121/'= LUCAS A. TURNER. P.E. FL PE * 88201 2428 Old Natchez Ttc Td Camden, TN 38320 PH. 941-M-1574 GENERAL NOTES AND ELEVATIONS DRAW NG BAT aBJ18/12 MPACT CWS-812 E FLS 16177 1SHEET :15 1 OF 6 7W OVERALL INSULATED GLASS 1/8' ANNEALED OR TEMPERED 7/16• AIRSPACE 5116' LAMINATED GLASS 1/8• ANNEALED .09W PVBINTERLAYER 1/6• ANNEALED QUANEX Q SPACERRASEAL CARDINAL XL EDGE I I\ ICODIPACE 4SG TPS PURFECT GLAZE'F1' OR SIKAFLEX 552 -74r OVERALL INSULATED GLASS 1W ANNEALED OR TEMPERED 7/16• AIRSPACE 5/16• LAMINATED GLASS 118' ANNEALED .69V PVB WTERLAYER 118• ANNEALED QU NEX DURASEAL or. CARDINAL >Q. EDGE or. KODISPACE 4SG TPS PURFECT GLAZE W OR SWAFLEX 552 LQ SPACER • _ 11r GLASS BITE SASH LITE VVINOM SYSTEMS 0 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC el00 Pvc SINGLE HUNG IMPACT z a aHC431L 3: W Z a-� � to QQc rA 3 Z d1 1/21/2022 LUCAS A. TURNER, P.E. FL PE 6 58201 2420 CKd NWM*z Tm Td C&m br% TN 36320 PH. 641-380.1574 GLAZING DETAILS BAT A BLOCKS. P 41 i r. CWS-812 FL# 16177 1:1 06/18/12 r-_ E SHEET 20F6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25.26, 3637. 44, 51-52, 55.56, 64. 8748 INTERIOR SEGTIQN B$ NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. 1900 SW 44TH AVE. OC" FLORWA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT z 3 aouiszg . Ng ���cZo a Za La���y �zU Q p�tl g�� O2 Ab.68201 "` s RAZtf)Ir fill 1121/2022 LUCAS A. TURNER, P.E. FL PE 0 58201 2428 Old Natchez Tm Trl Camden, TN 38320 PH. 941-380.1574 SECTION VIEWS BAT 06/18/12 CWS-812 E 11617FL# :1 SHEET 7 30FS x z x LINE ITEMS NOT USED: 5, 7, 11,15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 5S, 57.61, 69 2 FLANGE H4= 7f r 4ns•�� REINF., WACT HOOK -1112 t 5/18' 7� v1s' PVC SASH STOP - am 1 T sw 5,n1— EtkF S-2129 1 15n6'—y , sw Iryg* PVC SASH PULL RAIL/STILE H-62M 1 3/18' t are• Ins• PVC SASH RAILISTILE H-6225 -I-- � -y-11ne• 7n6• , ,ns• PVC SCREEN CATCH S-6226 31C 1 FW u1s• REINF. H•2123 t 5n 6• 8 7re�— Ins• 5• IMPACT HOOK S-1577 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T8 UNLESS OTHERWISE NOTED. 23n6• 1 5re• 6 L 1116' PVC SASH MTG RAIL H�=4 1 an6' 21re' MTG RAIL H-2121 13n6'-i+—+I PVC MTG RAIL COVER S-6228 ,'1 ,n6• REINF. SASH MTG RAIL H•2124 FRAME CORNER CONSTRUCTION 8 Fd Y�IWOOW SYSTEM 1SW SW "TH AVE. OCALA, FLORIDA 3"74 WWW.CWS.CC CORNER WELD 8100 PVC K" stms) SINGLE HUNG IMPACT z 3 a gig0ai=3E� FDa:D MEETWO RAIL N a sCREWEDTOGMERWITH " �a OUTERtFRAME PH; 9 C � M CL �yw hx t,ns•� w3 fl ac 1 a PSU�RT N 11{ AI/1/)I��' No 58201 PVC GEAAD iNG y����///llii111t��1 S=7 1/21/2022 LUCAS A. TURNER, P.E. FL PE / 5=1 2428 Old Natchez Trc Td C=den, TN 38320 PH. 941-360-1S74 BOM AND EXTRUSIONS BAT 06/18/12 CWS-812 E SHEET FL# 16177 1: 40F6 W MAX. (TYP.) 8' MAX. (TYP.) SEE NOTE 2 INSTALLATION ANCHOR CM.) f Wa BAL 10 Ur MAX O.C. 4- OW.) 4' (TYP.) <: I ANCHOR LAYOUT - IFLANQg NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REG AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE'&}{pyl STgq( TO BE 1!4'. USE SHIMS WHERE SPACE GREATER THAN ill Sole PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET & 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5- INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. e. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEMMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE UI E THE USE ED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3• FOR MASONRY. 1 • FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE FMA/AAMA 100(FIN WINDOWS), FMA/AAUIM 200(FLANGE WINDOWS), FMAAWDMg250(BOXWINDOWS), FIYWMMXWDMA300(EXTERIOR DOORS) REFERENCE DOCUMENTS: I FL# 161 n 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT z a ; NzIUld a 3 o tm �n�� R3 o coQ w� a No. "201 •�-� ITAU 11211M LUCAS A TURNER, P.E. FL PE • 58201 2428 OW Natchez Tra. Trl Camden, TN 38M PH. 941-WO-1574 ANCHOR SCHEDULE AND NOTES BAT 06/18/12 CWS-812 E um SHEET 1:15 SOF6 i i TYPICAL HEAD ANCHORAGE MhL EMBEDMENT —MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 SUBSTRATE BY OTHER8 11C MAX SHIM SEE T 1 t SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 BY INSTALLER MIN EDGE DIST. INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND96f!pi lA�ION ANCHOR FLANGE BY INSTALLER 1/4 MAX SHIMSEE INSTALLATION ANCHOR SEE TABLE 1 3MV BEADS OF 1LANT AROUND IICATED POINTS BUCK BY INSTALLER. SEALANT BEHIND 114• MAX SHIM FLANGE BY INSTALLER PERIMETER SEALANT f BY INSTALLER EDMENT INSIDEANDOUTSUBSTRATE BY OTHER1747SLEETABLEi SEE TABLE 1 MILL EDGE DIST. SEE TABLE 1 rA"N VERTICAL SECTION \,V TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTED ETYPE ANCHORTYRE irON. E SIMENT OIL EDGE DIST. (2.0 KSI MIN.) 15' ITW TAPCON 1-ire 1.1/8'R -FILLED CMU 117 PCF MIN. (2.65 KSI MIL) P2XM 18• UL 1-1/4• 2.1/YUTHERN PINE (0-0.55)17W OR ELCO ULTRACONUTHERNI 7A' PINE (O.O.5M 0 WOOD SCREW 1-W 7Ar 15 GAUGE (0.0e07 MIK STEEL STUD #10.16 HILTI KWOC-FLEXOR ITW FULL THREAD (33 KSI YIELD MI) TEKS SELF -DRILLING SCREW THRU 0.Owr 7116• 1/00 ALUM. (6063•T5 MIN.) OR 00 GRADE 5 SEDF-TA-P-PlU7 FULL THREAD 1/0' STEEL (33 KSI MIN.) DRUM SCREW 1TI� 0.125• 7/18' `_ BY ISEALANT PERIMETER L INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER _B HORIZONTAL SECTION \,S-,J TYPICAL JAMB ANCHORAGE 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.00 8100 PVC SINGLE HUNG IMPACT __ a 3 � zCL an, a La 00�0 a W3 PERIMETER SEALANT 112112022 BY INSTALLER INSIDE AND OUT LUCAS A. TURNER, P.E. C HORIZONTAL SECTION FL PE III 58MI BOX FRAME INSTALLATION 2428 Old Natchez Tna Td HEAD AND BILL SIMILAR FOR BOX INSTALLATION Camden, TN 38320 PH. 841-NO-1574 FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, : UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: INSTALLATION DETAILS - MIN.11C FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER. BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS BAT SHOWN FOR FLANGE WINDOWS. 06/18/12 CWS-812 E FL;# 66177 1: SHEET 60F6 PRODUCT APPROVAL NUMBER: 16736ml OPENING IDENTIFICATIONS: 4-6 & 8ml 0 & 12=1 5 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?paramzvGEVXQw... Aroi"I11Jbll�: Y J, �- c t�re'�'papR M[WF ADtllt oDli DDMDIYIDIDxD taMIAR DDMi Product Approval pr USER: Pubk User EMO9 tAPp33LVICr,>PMdUgL 9ppk4tiq05 2>9 a[ qJ&> Application Detail FL * FL16736-R3 Application Type Revision Code Version 2020 Application Status proved Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) publiccomment;Remove proprietary note and does not comply w/ 2411.1.11.09/17/20 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Jay Lathrop jlathrop@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 358-6922 Ext 291 jlathrop@cws.cc Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2028 Steven M. Urich, PE Validation Checklist - Hardcopy Received EL15216_R3_CD_EyalReep-PfI$69—D pgf Standard AAM A/ W DMA/CSA/ 101/I. S.2/A440 ASTM E1886-13a ASTM E1996 PA/TAS 201/202/203 Year 2008 2013 2017 1994 I ore 12/31/2020, 10:28 AM Florida Building Code Online https://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQw .. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Coimmmry of OrnAtso+c Florida Licensed Professional Engineer or Architect FL16736_R3_Equiv8200 LM Equivalency.pdf Method 1 Option D 08/10/2020 08/10/2020 08/23/2020 10/13/2020 FL Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Lim is of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R3_II CWS-871D.pd Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL1 736 R3_AE EvalReport71D.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1673b R _II_CWS-869D.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736_R3_AE EvalReoort869D.pdf I.G. must be safety glazed when used above 30 R. in HVHZ. Glass complies to ASTM E1300. Created by Independent Third Party: Yes Bade emlaxt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privaot Statement :: Acem blKy Statement ::Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by tradttlonal mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section 4SS.275(1), Florida Statutes, effectNe October 1, 2012, Licensees licensed under Chapter 455, F.S. must provide the Department with an emai address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click bCa. Product Approval Accept: ®INNE-jo FOR 9 Credit Card Safe 2 of 2 12/31/2020, 10:28 AM URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.Q.A. #29779 Evaluation Report 871D August 04, 2020 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 7' Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing CWS-871D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202,203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871 D. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871 D • Achieves design pressures of +1-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray Butacite PVB Interlayer per Miami -Dade NOA 19-0305.02, • Requires Quanex or Veka white rigid PVC framing per Miami -Dade NOA 17-0206.101 or 17- 0228.04t t I have evaluated the interlayer and framing materials in these Kuraray, Quanex, and Veka NOAs and find that they comply with the requirements of the 7`h Ed. (2020) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. A:TU���j�'' Lucas Turner ` * No, g8201 2020.08.06 tw_ 08/04/2020 15:01:36 . Lucas A. Turner, P.E. �'� STATE OF 1 'FL PE #58201 Ato tll�t�1�1 URNER ENGINEERING & CONSULTING, INC. Equivalence of Product Standards 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-3 80-1574 FBPE C.O.A. #29779 August 6, 2020 Product Description: Series 8200 PVC Horizontal Slider Windows LM Impact, as detailed in Installation Instructions and Evaluation Reports CWS-869D and CWS-871 D Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Equivalent Standards: ASTM E 1886-02 or 04 or 05 equivalent to ASTM E 1886-13a and ASTM E 1996-04 or 06 or 09 equivalent to ASTM E 1996-17 Assessment: The products indicated above have been tested to ASTM E 1886-02/04/05 and ASTM E 1996- 04/06/09. I have determined that for the indicated products as defined in the indicated Installation Instructions and Evaluation Reports, that this product testing is equivalent to that performed for ASTM E 1886-13a and ASTM E 1996-17, as referenced in the 7t' Edition (2020) Florida Building Code. `��111it111///I .� No. 58201 �C— STATE OF 8/6/2020 Lucas A. Turner, P.E. FL P.E. 58201 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX OVERALL FLANGE WIDTH 74" MAX. UNIT WIDTH 33" GLASS DLOF7 --y --I A _--� 641/4• FLANGE B HEIGHT 63- MAX. UNIT HEIGHT 56 13/16' GLASS OLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... I SECTION VIEWS & GLAZING DETAILS .... 2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 I:1 I I�I con' C s A 33' GLASS DLO 36 5/1V MAX SASH WIDTH — 59 9/16" MAX SASH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: 'OX",'XO'. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cda1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE W14DS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT a 1/4' x 1" LOCATED 4" FROM BOTH ENDS. M. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74' x 63" +/- 60 PSF LARGE MISSILE IM Lucas Turner 2020.08.06 14:49:41 -0s'00' WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT a z 3 aZ3 F- oWawLg QW o Z0Z o- -0— w§a X3w- z Z2<woo O QF-o a=M U U(nF- 0 Z—SOzz��U) Z 00V�j �U— �zwmoowo } g30wHX0— 0U)¢u}iow2w u _ w O a I- 0. Q =~0 W3w� ���ttillll//I Noo.58201 STATE OF ?� 8/05/2020 LUCAS A. TURNER, P.E. FL PE /158201 2428 Old Natchez Trc Td Camden, TN 38320 PH. 941-380.1574 DESCRIPnHIV - GENERAL NOTES AND ELEVATIONS LAWN BY: DATE: ADE 10/10/13 VG N: EV.: CWS-871 D SHEET 1:15 1 OFS INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) /*\ HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) —718" OVERALL —1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16' LAMI 1/8" ANNEALED JM PVBINTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" nfl 4 SIKAFLEX 552 ! '-112" GLASS BITE y�J QUANEX DURASEAL, or CARDINAL XL EDGE,*or KODISPACE 4GS TPS D I.G. SPACER GLASS TYPE A 1:1 SETTING BLOCKS PER FBC 2411.3.3.1 C"woffig WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT a i 3 az� P ow0 aWoo w Z0Z x=ZP Q zwn >-OW53 q LL w Zr-3 = . �ZX2<xwop U Ut~n�va�V~ja oaW Za��2-}aZ aoLLgI6oU ¢3() �0���p�z U)Owuw wcc 0NzCL Owl-0 a.x> �MLa n— * No.58201 i JTATE OF 1 [ 8/05/2020 LUCAS A. TURNER. P.E. FL PE # 58201 2428 Old Natchez Trc Trl ! Camden, TN 38320 PH. 941.380.1574_ leptIP O SECTION VIEWS AND GLAZING DETAIL [AWN BY. DATE: ADE 10/10/13 VG 0: REV.: CW S-871 D 'LC- SHEET 1:2 20F5 PARTS LIST PART # DESCRIPTION H-2124 Reinf. Sash Meet. Rail H-2123 Relnf. S.B.R./S.S.R, H-2121 Meet. Rail, Fxd. H-6225 Sash Top/Bot. Rail H-6231 Main Fr., SH, w/ Fin., PVC H-6224 Sash Meet. Rail, PVC H-6223 Sash Side Rail, PVC H-6222 Main Fr., SH, w/Fig., PVC P-3029 Screen Pull Tab P-3033 Screen Spring, SS P-3218 Screen Frame P-3228 Screen Spline, .155 Dia., Blk. P-4754 Screen Frame Comer Key P-3342 Seam Sealer, SM-5504 P-5582 Set. Blk., 85 Dur., 1/8" x 7/8" x 1.5" Lg. P-3429 Wstp., 0.270 x .187 back FinSeal, Gray P-3539 98 x 3/4• Square TEK 2 Anc P-4730 #8 x 1/2" Truss PH TEK 2 Zinc P-5588 Cap Plug, 1/2" Hole MATERIAL Alum 2 Alum Alum 1 3/16' 3 2 118" MTG RAIL PVC FRAME FLANGE �_II rocs H-2121 PVC H-6222 U PVC 2 3/16" 1 an 6" PVC 1 15/16"�{ ;E!�E5=r I�--15/8" 15/8' n�-� 1/16" 1t�n 1/16" I � � 21 P-3783 Lock, Impact, PVC 22 P-4779 Roller, Tandem Nylon 23 P4051 #8 x 1 114 Ph FH TEK, Wht. Steel 24 P4069 Keeper, Impact, PVC 25 P4479 Weep Cover w/ Flap Nylon 26 P4638 1#8 x 21/2 Ph Truss SMS Steel 27 P4958 Rotary Lock Zinc 28 P-4952 Keeper, Rotary Lock Zinc 29 P-4959 Wstp., 0.420 x .187 back FInSeal, Gray 30 P4633 Barrel Fastener Steel 31 S-1112 Reinforcement, Head Alum 32 S-2129 Reinf. S.B.R./S.S.R, Alum 34 S-1776 Roller Track Alum 35 S-1999 Frame Hook, Head, Impact Alum 36 S-2000 Panel Catch, Head, Impact Alum 38 H-6226 Scm. Adapt., w/ Nib, PVC PVC 39 H-6227 Scm. Adapt., PVC PVC 40 S-6228 Fixed Rail Cover PVC 41 S-6237 Glazing Bead PVC 42 GLASS SEE SHEET 2 GLASS 43 Purtect Glaze "H", SlkaFlex 552 Silicone 1/16" 3 PVC SASH MTG PVC SASH PULL PVC SASH RAIL RAILISTILE H-6223 RAIL/STILE H-6224 H-6225 0 3/16" O L 6. I 1 5/1 s• 35 7!8" 1!16" PLAN VIEW-1999 HEAD IMPACT HOOK -1999 3/16" 0 6" I --� 5/8" h� T— 36 PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 1 1II18" 40 LI 13/16" -+-� PVC MTG RAIL COVER S-6228 1"�{ I r 5/8' 1� 1l16" REINF. SASH MTG RAIL H-2124 5/8" 5116 REINF S-2129 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 15 6 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 3/4' 15/16' 1/16" REINF. H-2123 7/8" / 41 PVC GLAZING BEAD S-6237 j�-�-1 1!16" 38 Kels"t 7/16" 1 1/4"7/ PVC SCREEN 1/16" CATCH ROLLER TRACK -1776 S-6226 1 1/16" ii 1—r RZ I1 /16' 9/PVC SCREEN SUPPORT REINF. - 1112 S-6227 WINDOW SYSTEMS 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WwW.CwS.CC 8200 PVC HORZ. SLIDER IMPACT a z 3 <Z3: r 0w0 wwo°a z z=2¢xwpp 0 01-0 <I�-w U U rn 1- Z a- I- CO) o. to — a °ZUwz=�r_n F=—LLMOOwZ Lu WU)M(}n0winw cc ZLLI 0. OatnF- 0 wF0 aa..Ir =Q>- a � a. CC CL ��� Aili�#i��i/ .o N0.58201 _ +4� STATE OF .i►�� 8/05/2020 j I LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 10/10/13 VG a: REV.: CWS-871' D SHEET 1:2 30F5 r6 12 112' MAX. O. 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX O.C. (TYP.) 2 4" MAX. (TYP. 4" MAX. (TYP. INSTALLATION ANCHOR (TYP.) 8" - MAX O.C. (TYP.) 8" MAX. O.C. (TYP.) � � t t � I t c ANCHOR LAYOUT - (FIN) EE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE I WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMMAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT a Z az3 H O W g O W S p W ZQZ M—Z- a�3> 0ac3m z z=�zdxwoo 0 0f-Oaja=�aa U UCot-zdPv)n. Q OZQWZODU ¢ 230WOx0?. z w cz O�U)a:(0C3WU)w za 0-jU) i°Cmp uu►-0 ammo �aCaa `* N0.58201 *� �70 0*� �r �� STATE ? 8/05/2020 LUCAS A. TURNER, P.E. FL PE #Y 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941.380-1574 ANCHOR SCHEDULE AND NOTES ADE 10/10/13 YG tt: EV.: CWS-871 D SHEET 1:20 40F5 SUBSTRATE BY OTHEI SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BYINSTALLE INSTALLATION ANCHOF SEE TABLE 1 SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHEI SEE TABLE 1 i TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS EST. 1/4" MAX SHIM SEE TABLE 1 EDGE DIST. WENT SEE SEE TABLE 1 1 INSTALLATION ANCHOR - SEE TABLE 1ff�'qpZ/ X SHIM X SHIM MENT 1 DIST. SEE TABLE 1 A VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE PERIMETER SEALANT BYINSTALLER L: INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER g HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3116" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU 117 PCF MIN. 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON GROUT-FILLEDFLANGE ( -90) 3116" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G-0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 71W FLANGE 2XMIN. SOUTHERN PINE (Ge(155) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10.16 HIL11 KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMIN. SOUTHERN PINE (G-0.55) #8 WOOD SCREW 1-1/2" 1/2" MIN. EDGE DIST. SEE TABLE 1 BY OTHERS SEE TABLE I U SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 1/4" MAX SHIM WWW.CWS.CC —I 8200 PVC HORZ. SLIDER EMBED SEE TABLE MENT IMPACT PERIMETER SEALANT a Z z 3 az3 w W$ Q W g p BYINSTALLER INSIDE AND OUT W a Z O z cc� Z F- Q 05 3 o oc 3 m INSTALLATION ANCHOR SEE TABLE Z Z u M d 1 SEALANT BEHIND U o o- -cc O� U U Z f- U IL FIN BY INSTALLER Z O (0 � Z~ n Co Z 0 C Z a U C HORIZONTAL SECTION 5 TYPICAL FIN ANCHORAGE Q > I--LLXo0a_U 3 O H O Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION N- H Oo >-a30g Ec zLL =aW¢pcoP 0 =~� W=z�¢N a a a PERIMETER SEALANT BYINSTALLER I INSIDE AND OUT HORIZONTAL SECTION 5 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 8/05/2020 ' LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH.941.380.1574 j R DE CRIP _N INSTALLATION DETAILS ADE 10/10/13 VG C REV.' ` CWS-871 D '�-�- SHEET, 1:2 5OF5 g]� a Ron DeSantis, Governor STATE OF FLORIDA Melanie S. Griffin, Secretary JEPARTM ENT OF BUSINESS AN D PROFESSIONAL REGV CATION CONSTRUCTION.IN=DkUSTRY-LICENSING BOARD THE GENERAL CONTI 4 1' R tCREIN-IS CERTIFIED UNDER THE PROVISIONS `4 71C . ► T �4E` 4$9; FLSJ ,.�IDA STATUTES WMETHO MA t IFWA::LC , 30SW-W- 44AAA E FORT JAI JD.ERDAL-,'FL533312 LICENSENUMBER-.2 '061890 I EXPIRATION DATE: AUGUST 31, 2024 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Florida b STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! STATE OF FLORIDA DEPARTMENT d b pr ROF BUSINESS EGULATION AND PROFESSIONAL CGC061890 ISSUED: 07/27/2022 CERTIFIED GENERAL CONTRACTOR BURNETT. WAYNE THOMAS FHIA, LLC � N Signature LICENSE U HAPTER 489, FLORIDA STATUTES EXPIRATIO TE: AUGUST31,2024 Ron DeSantis, Governor Melanie S. Griffin, Secretary STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER: CGC061890 EXPIRATION DATE: AUGUST 31, 2024 THE GENERAL CONTRACTOR HEREIN 15 CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES BURNETT, WAYNE THOMAS %tw- ISSUED:FHIA, LLC 3801 SW 30TH AVE FORTLAUDERDALE FL33312 07/27/2022 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100. Ft. Lauderdale, FL 33301-1895 - 954-831-4000 VALID OCTOBER 1, 2021 THROUGH SEPTEMBER 30, 2022 DBA: Business Name: FHIA LLC Owner Name: WAYNE T BURNETT Business Location: 3801 SW 30 AVE HOLLYWOOD Business Phone: 954-792-4415 Receipt #: 180- O GENERALCONTRACTOR (GEE Business Type:CONTRACTOR(HOME IMPRV)) Business Opened:oi/O1/2006 State/County)CerUReg:CGCO61 a 90 Exemption Code: Rooms Seats Employees Machines Professionals 2 For Vending Business Only Number of Machines: Vendinc Tvoe: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 o.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address WAYNE T BURNETT Receipt #30A-20-00009261 3801 SW 30 AVE Paid 08/27/2021 27.00 HOLLYWOOD, FL 33312-6809 2021 - 2022 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2022 THROUGH SEPTEMBER 30, 2023 DBA: Receipt #:18 0 -7 2 0 4 Business Name: FHIA LLC Business Type: CONTRACTOR (GENERAL yP CONTRACTOR (HOME IMPRV)) Owner Name: WAYNE T BURNETT Business Location: 3 8 01 SW 3 0 AVE HOLLYWOOD Business Phone: 954-792-4415 Business Opened: 01 / 01 / 2 0 0 6 State/County/Cert/Reg:CGC 0 618 9 0 Exemption Code: Rooms Seats Employees Machines Professionals 2 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: WAYNE T BURNETT 3801 SW 30 AVE HOLLYWOOD, FL 33312-6809 2022 - 2023 Receipt ##02B-21-00003369 Paid 08/04/2022 27.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2022 THROUGH SEPTEMBER 30, 2023 DBA: FHIA LLC Business Name: Owner Name: WAYNE T BURNETT Business. Location: 3801 SW 30 AVE HOLLYWOOD Business Phone: 954-792-4415 Rooms Seats Receipt#: 180-7204 Business Type: GENERAL CONTRACTOR ( GENERAL CONTRACTOR(HOME IMPRV)) Business Opened: 01 / 0112 0 0 6 State/County/Cert/Reg: CGC 0 618 9 0 Exemption Code: Employees Machines Professionals 2 Signature For Vending Business Only Number of Machines: Vending Type: Tax Amount j Transfer Fee I NSF Fee I Penalty Prior Years I Collection Cost Total Paid 27.001 0.001 0.001 0.00 0.00 0.00 27.00 Receipt #02B-21-00003369 Paid 08/04/2022 27.00 A� o® CERTIFICATE OF LIABILITY INSURANCE DATE (MWDD/YYYY) 04/03/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER MARSH USA, LLC. 1221 Brickep Avenue, Suite 1550 CONTACT �E' FAX PE-HIIlOaLExtio No): Miami, FL 33131 ADDRESS: INSURERS AFFORDING COVERAGE NAIC N INSURER A: United Specialty Insurance Company 12537 CN142132459-23-24 INSURED FHIA, LLC INSURER B : Crum & Forster Specialty Insurance Co 44520 INSURER C : Hudson Insurance Co 25054 3801 SW 30th Avenue INSURER D : Clear Spring Property & Casualty Company Fort Lauderdale, FL 33312 INSURER E : Fortegra Specialty Insurance Company INSURER F : COVERAGES CERTIFICATE NUMBER: ATL-00557809H2 REVISION NUMBER: 0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE DD SUBR POLICY NUMBER PAD EFF M�AA/LRICDnn P LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX I OCCUR Deductible: $50,000 ATN2356026 0410112023 04/01/2024 EACH OCCURRENCE $ 11000,000 DAMAGE TO RENTED PREMISES (Ea occurrence)$ 50,000 X MED EXP (Any oneperson) $ 5,0W PERSONAL & ADV INJURY $ 1,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JEt° LOC OTHER: GENERAL AGGREGATE $ 2,000.000 X PRODUCTS - COMP/OP AGG $ 2,000,000 $ C AUTOMOBILE LIABILITY ANY AUTO OWNED JX SCHEDULED AUTOS ONLY AUTOS X HIRED NON -OWNED AUTOS ONLY AUTOS ONLY HST-000471-00 Comp./Coll.; $2600 04/01/2023 04/01/2024 CEOs accident) SINGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE SEO-123279 0410112023 04/01/2024 EACH OCCURRENCE $ 2,000,000 X AGGREGATE $ 2+000,000 DED I I RETENTION $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANYPROPRIETOR/PARTNERIEXECUTIVE OFFICERIMEMBEREXCLUDED? �N (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A CS -WC- 013633-01 (FLSCTNNCTXOK MD PA VA,NJLA ) (AL,MS,OR,NV,AZ,IA,IL,MN,WI,KS) 041OW024 X 1PER ER E.L EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 E Excess Liability AURAS-01.000165.00 04/01/2023 04/0112024 Each Occurrence Aggregate 3,000,000 3,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) License #CGC061890 #CGC1519922 #CCC1331144 CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE iV.r,avra! 2tSrg ..Lp. Lr� 01988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD