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WS-18-799OWNERS AFFIDAVIT: I certify that all the foregoing i construction and zoning. Futhermore, I authorize the above - Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Address Permit Permit NO. WS-3-18-799 PermitType: Windows/Shutters Classification: Window/Door Replaoenn Permit Status: APPROVED Issue Date: Expiration: 10/01/2018 Parcel Number Phone Applicant CeII MARCIA SAUNDERS 520 NE 93 ST MIAMI SHORES FL 33138-2844 Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 CeII Phone Valuation: Total Sq Feet: $ 29,122.00 0 Type of Work: REPLACE 12 WINDOWS AND 3 DOORS No of Openings: 15 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $18.00 $3.75 $2.50 $6.00 $250.00 $9.00 $24.00 $313.25 Pay Date Pay Type Invoice # WS-3-18-66947 03/28/2018 Credit Card 04/04/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 263.25 $ 263.25 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree toj.erform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, •tatements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work don- b/either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WIND sM/ A a • e - - ROOFING and SWIMMING POOL work.ii- rk-will be done in compliance with all applicable laws regulating o the work stated. April 04, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date tractor to Building, Department Copy April 04, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-310126 Permit Number: WS-3-18-799 Scheduled Inspection Date: August 15, 2018 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: SAUNDERS, MARCIA Work Classification: Window/Door Replacement Job Address: 520 NE 93 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone Number Parcel Number 1132060141080 Phone: (954)792-4415 Building Department Comments REPLACE 12 WINDOWS AND 3 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-300359. 8/9/2018 NO ONE HOME 12:46PM r7/// August 14, 2018 For Inspections please call: (305)762-4949 Page 18 of 32 BUILDING PERMIT APPLICATION • BUILDING ❑ ELECTRIC ❑ PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 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 Master Permit No. Sub Permit No. EC11VD AR282018 FBC20 t�-. 1A/c (E3- A91 ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL JOB ADDRESS: S 1.0 W.- q 3 Sr" City: Miami Shores County: Miami Dade Folio/Parcel#: 11— 31.06—O(J-1— 10 $ O zip: 33%3$ Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Address: S"Z# IJC, 413 51 City: p4iN+-t,' S1or.c5 Tenant/Lessee Name: N/A Email: N/A State: BFE: FFE: Phone#: 30\ -11 - 1109 09 zip: 33(38 Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Qualifier Name: WAYNE T. BURNETT "R209% 1 cqH Phone#: '9 Phone#: zip: 33312 State Certification or Registration #: CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Address: N/A City: N/A State: N/A zip: N/A Value of Work for this Permit: $ Z 1 Z Z Square/Linear Footage of Work: Phone#: N/A Type of Work: ❑ Addition ❑ Alteration Description of Work: REPLACE l2. ❑ New 3 bttiS ■❑ Repair/Replace ❑ Demolition Specify color of color thru tile: J. cD Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ ` C7 CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ' 2-5 (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address NIA City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A zip N/A 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this (3 day of.YG(Av~yy , 20 l Hal.,, ►'11/4 5.1,(t5 by . !0Iflll!► to W , R.K.)6 -c-c- Signature ONTRACTOR The foregoing instrument was acknowledged before me this 11 day of -1-113 , 20 I? , by n to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Z identification and who did take an oath. OTARY PUBLIC: Sign: Print: Print: Seal• „c.,p aPG,,,, ABDIEL R. CASTILLO Seal: MY COMMISSION # GG 079600 EXPIRES: March 6.2021 :TOFF, 0' Bonded i�1:uNotary Public Underwriters ****************.. i§sar teW" *********************** APPROVED BY Ni? Plans Examiner Src,J JE 50. ,•'�dr:;� JASMIN M VEGA '; MY COMMISSION # GG147563 EXPIRES October 01, 2021 ****************************** Zoning (Revised02/24/2014) Structural Review Clerk v Miami Shores ViHage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgemen VQua fier/Owner 4�a/ a26� ignature Date Print Name / 04)- Florida Home Improvement Associates License No. CGC 061890I QB44818 3044 SW 42nd St., Ft. Lauderdale, FL 33312 Job# S73 3 t,2- Replacement Windows Contract Name: %4ZeiS HoramieP one: 9 /9 el SZ a Ale 9J.3 57 Address City This Contract is made and entered into this J day of \ 44 a Honda corporation ("Contractor' or "FHA"), and owner(s The Worst. Contractor agrees to perform the work described • ow: 1) Remove existing units to be replaced. (NOTE: Removed items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: `Zi FHA Energy Storm Saver _ Simonton Vinyl Insulated Install Aluminum Insulated Aluminum Non -Insulated 4) Doors: 2 FHA Energy Stone Saver _ Aluminum Insulated, / Aluminum Non -Insulated ram, f rft-IJ Broward Tel:954-792-441S Miami Dade Tel: 305-545-4469 Fax:954-792-2170 Web: FHAPRODUCTS.COM Email: IN FO@FHAPRODUCTS.COM .13u�sgone:30S 7S`7 2'{ 4 Li 3313� State Zip 201_31; and between Florida Home -Improvement Associates, Inc, ed above of the residence located at the address listed above ("Owner"). Directions are viewed from the inside. On sliding glass doors Active and Fixed Panels are identified. On Casements and single French doors the hinge is identified Right Hinge and Left Hinge. On Double -French Doors the more active door Is identified impact: (,..9,4. Non -Impact( ) Color: White: Tan: Bronze: pouble Mune Qty_ ACTIVE ACTIVE AA AF FA FAAF ow_ _ Qty2- Qty ;Inale Hung cty— FIXED ACTVE FAA MY_ QtYL FA LZ AF Casement LH RH Sinale French Doors RH( ) LH( ) Qty_ Grey: MIJI.Finish: Picture Window 0 Double French RA( ) LA Geometric Qty— Other Qty_ GIa55: W , ti cow a G hej,,, ] 3!� tzt 1 ,17#44 G K.1.5@kiosk INITIAL HERE -* Warranty: Manufacturers Warranty sent upon competition. 5) Work NOT to be replaced: amity INITIAL HERE—) 6) If applicable, removing _shutter panels, and/or security bars. // INITIAL HERE-* 7) Special Instructions:, -i f any bt/4lt ST cis Of *1e%. C a it. .i --i^tt 4—e le. - . s A 1 -.Pa et,_ �t .,r s .i,4'f Ls 4 ; d.✓ 8) Cleanup jobdebrlgandprovidenecessa mlts.andinsurance. 9) If applicable,. in theeventthat Contractor is unable for whatever reason to obtsin proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be: automatically cancelled. (No finishworkoth r thwormal Installation is to be done unless noted below) / A Ad7ditional Work: ' ,-i s t , 1. LiYJ,.- �(c '1/..44 f '.a�/{.-t+1h -e/ ,j�j r.A�aa9L av/ AeIam+.�ti..� I n.n y / ' �r// Schedule: Contractor shall commence the work within _ days after execution of the Contract (the "Commencement Date") and shall endeavor to complete all Work hereunder within _ days after the Commencement Date. The TOTAL PRICE for all Labor and Materials (including any applicable discount) is $ 19, / 1,1".00 Down Payment $ .00 Balance Payable $ 2g, Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final Affidavit to Owner, substantially similar to the forms included in chanter 713. Florida Statues f20051. Circle one: (YES or NO] Owner elects to apply for financing of the above -statue lump sum amount. If yes is circled, see financing agreement and related documents Notice to the Owner, If finandng is being obtained by owner: a). Do notstgn this home Improvement contract (indudingflnandng documents) in blank. b). You are entitled to a copy of the contract at the time you sign. Reap it to protect your legal rights. c). The flnandal documents attached to this home Improvementcontract may contain a mortgage or otherwise create a Ilan on'yaur property that could be foreclosed on If you do not pay. Be sure you understand all provisions of the context and 'Mandel documents before you sign. Miscellaneous: This contract contains the entire contract of the parties. It may` not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the clay and year first above written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached notice of cancellation form for an x anation of this right. Contract Price . $ 25 /1-1"."' Sales Tax ( %) $ (if applicable) Total Contract Price $ 1/9 / ZZ (Signature of 0 (Signature of Owner) Date Home Owners Association Name: Phone#: YES ( ) NO (-, Building Name: Prope , Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-1080 Property Address: 520 NE 93 ST Miami Shores, FL 33138-2844 Owner MARCIA J SAUNDERS Mailing Address 520 NE 93 ST MIAMI SHORES, FL 33138-2844 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2 / 0 Floors 1 Living Units 1 Actual Area 1,991 Sq.Ft Living Area 1,991 Sq.Ft Adjusted Area 1,877 Sq.Ft Lot Size 9,600 Sq.Ft Year Built 1959 Assessment Information Year 2017 2016 2015 Land Value $287,807 $240,217 $230,397 Building Value $130,639 $130,639 $130,639 XF Value $719 $719 $604 Market Value $419,165 $371,575 $361,640 Assessed Value $140,047 $137,167 $136,214 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $279,118 $234,408 $225,426 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 6 53 42 MIAMI SHORES SEC 2 PB 10-37 LOT 6 & E1/2 LOT 7 BLK 57 LOT SIZE 75.000 X 128 OR 13573-1205 0188 1 Generated On : 1/16/2018 tography 200ft Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,047 $87,167 $86,214 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $115,047 $112,167 $111,214 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,047 $87,167 $86,214 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,047 $87,167 $86,214 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/01/1988 $114,500 13573-1205 Sales which are qualified 11/01/1983 $91,000 11977-2695 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1/16/2018 00 0.4 a Nut V w 1 a ti w 0 x SNOI1Vl11OJU CNV STlf1U 2v1N000 (INV • -IVHIAa9d T1V HJ_IM 7JNVI1dINO;) O-! 1 J-1f'tlt • ▪ • f • • • • • • • yIVQ f{5 Idea ocr€¢3 LLd t01 DN1NOZ AO ) GIiAO da`t t 062 `t SS )Oils iuie;1r'4 ci a.3�f?ij 3-o 95 X 801 /2 (+60/-60) FL #11103.1 3.0 xX CP s"--U BED 35 7/8 X 37 (+60/-60) FL #16736.1 NS 3•* 52 X .49 1/4 (+60/-60) FL #16736.1 1145 . f..••, . • • • .. • 791E 80 3/4 • • (+6d/-60) •• L t13103.1' . • •.• • .•• • • • FLOW DA 73 X 37 1/8 (+60/-60) FL #16736.1 73 X 37 1/8 (+60/-60) FL #16736.1 BED 2- }(S 4 H 3•• H5 73 X 371 /8 (+60/-60) FL #16736.1 U BATH HALL 'FAMILY SiX4 /4 • (+60/-6) F• #167*.1 • • • a • • • : 52 X 491 /4 (+60/-60) FL #16736.1 35 7/8 X 371 /4 (+60/-60) FL #16736.1 73 X 37 1/8 (+60/-60) FL #16736.1 i S 73 X 49 3/8 (+60/-60) FL #16736.1 DINING •I • . • • • • . Y-* 347 _71 ENTRY 10 bfb 52 X 371 /8 (+60/-60) FL #16736.1 753/4X81 (+48/-75) NOA #15-0729.14 tNDR O. fx 5 NS srb 72 1 /2 X 37 1/8 (+60/-60) FL #16736.1 ,),/ v.,- ) I 4 P ; = q h (GCp - GCp V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-la Risk Category 11 Table 1.5-1, page 2 Exposure C Section 26.7 Kd 0.85 Table 26.6-1, page 250 Kn 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degrees theta 14.0 degrees Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334328 FL. CA # 009217 Wad Velocites in South Flonda Dade Broward Palm Beach Risk Cat. 1 165 156 156 Low risk to humans (farms, shods) Risk Cat. 2 175 170 170 Single Fennly Residences Risk Cat. 3&4 186 180 180 Essential Facilities 1 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0". 2 Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). 3 User shall determine the mean roof height, ( Eaoe height * Roof Peak)2. 4 End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" 5 If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 8 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. 7 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. 8 Wind pressures are based on Allowable stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') 10 Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE #58214 or Mark LeBlanc, PE #35883 or Adam D. LeBlanc, PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 12 No reduction is taken for slopes less than 10 degrees. y�,„��,^,^�'� Hugh" t Arca of component Arca of component Area ofcomponrnt Arca of component Arca of component Area of component Arca of component Area of component Arca of component Ara of component Arca ofcomponent 10.0 s 15.0sf 20.0 sf 25.0sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.Osf Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 15 40.1 -43.4 40.1 -53.6 38.8 -42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 -41.4 37.9 -49.8 37.5 -41.0 37.5 -49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 35.4 -45.2 35.0 -38.6 35.0 -44.5 16 40.6 -44.0 40.6 -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3' 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 -61.2 44.2 • -48.2• • • 44..2. : -58.5 • :43.: -4N.• • • i3.7 : • ♦7.7• : 43,3• • • -4?2 43.3 -56.8 42.8 -46.8 42.8 -55.9 42.3 -46.3 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 -44.9 40.8 -52.4 40.4 -44.4 40.4 -5 L6, t , 39.9 , t , -44.0 39.9 -50.7 29 46.0 -49.9 46.0 -61.6 44.6 • -48.5• • • 44.6• • -5•.0 • •44.: -48.• • 0 :4.1 • • •-58.1• • 43.6• • -4if• • 43.6 -57.2 43.1 -47.1 43.1 -56.3 42.6 -46.6 42.6 -55.5 42.1 -46.2 42.1 -54.6 41.6 -45.7 41.6 -53.7 41.1 -45.2 41.1 -52.8 40.7 ,A -44:855, ,‘"40.7, h-52.0 ei 40.2." .1 ,44.3 tzj 40.2 . -51.1 30 46.3 -50.3 46.3 -62.1 44.9 -48.9 44.9 -59.4 44.4 -48.4 44.4 -58.5 43.9 -47.9 43.9 -57.6 43.4 -47.4 43.4 -56.8 42.9 -47.0 42.9 -55.9 42.4 -46.5 42.4 -55.0 41.9 -46.0 41.9 -54.1 41.4 -45.6 41.4 -53.2 �40,9s`'. `-45111 ,,• r 40.9 • • •' -52.3.,E " 40.5• ' IV-44'.6 . �40.5',� ;, --51 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT APPROVAL NUMBER: NOA #15-0729.14 OPENING IDENTIFICATIONS: 1. DFD ••••• • • • • • • •• •• • •• • . • • MiAM I•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material failstoperform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev D, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, 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 capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate 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, stattand series • • and following statement: "Miami -Dade County Product Control Approved", noted herein. • • • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filyglAnoi thereali 1pien no •. change in the applicable building code negatively affecting the performance of this prsdttt. •• f TERMINATION-othis NOA will occur after the expiration date or -if there.has beeja tevision:at.chvge lathe • _. materials, use, and/or manufacture of the product or process. Misuse of this NOA as ari e i orsemEnt tpt any • • product, for sales, advertising or any other purposes shall automatically terminate thi%QQe. Failur;•toeomplx with any section of this NOA shall be cause for termination and removal of NOA. • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida; apd•opllowed byer- the,expiration datemay_be displayed in advertising literature. If any portion-ofthe 49111 i:_displaayed;then iCshall: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.sov/economy 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 # 14-0303.09 and consists of this page 1 and evidence page E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 15-0729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.15) 2. Drawing No. W04-01 Rev D, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS-94 3) Water Resistance Test per FBC, TAS 202-94 • • • • • • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TICS 202-94. • • : •, 5) Large Missile Impact Test per FBC, TAS 201: P;1::: • • ' • 6) Cyclic Wind Pressure Loading per FBC, TAS 20.94 .. . along with installation diagram of aluminum outswing door, prepared byrricane engineering. • • • Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and'Cx'8 7:024, all d d 03/15/08, signed and sealed by Candido Font, P.E. • • •(Submitted under NOA No. 09-0310.15) •• •• •• • • 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 ; . •. • 2) Uniform Static Air Pressure Test, Loading per7BC, TAS7202.94 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 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-Seda, P.E. (Submitted under NOA No. 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 AI-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D.'QUALITY ASSURANCE - -1: _ Miami Dade Department of Regulatory and Economic Resources (RER) E. i- --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. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 E - 1 • Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. Notice of Acceptance No. 14-0303.09, issued to Euortech Industries, Inc., for their Aluminum Outswing Entrance Door - LMI", approved on 05/1/14 and expiring on 06/10/19•.• 2. Test proposal # 07-3527 approved by BCCO. • '.... • (Submitted under NOA No. 09-0310.1 5) •• ▪ •• • • • •. .• .... .. . . . . 1••• • •. •. •• . . • . •• •• ..• • . . • • . • • • . • • .. .. . • •• • . . . Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10, 2019 Approval Date: March 3, 2016 E-2 I I I 1 II I i II I 1 Ir ; SEE SEETE NOA FOR OM RATING'A DANDETAILS 1. 5" MAX• HEAd/51Lt ' CORNERS 1, W 01 DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY • • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • • 42' FRAME WIDTH • • 13' Ott � • • HPAD/SILL• • a:• 4 ••_ o— a ALUMINUM OUTSWING ENTRANCE DOOR 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 SIDELITES 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. • • • ••• •• • • • • • =_ ram► • • •I1/ • • �I / /ActLilwE LEAF 1 /41 /411 1 '/N1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 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 FLORIDA BUILDING CODE. 31 3/4" 01. OPG. 39 1 /8" LEAF WIDTH • 4 4 4 • • •• • • FANTINS R I, APPLIED SED • •• ••. • •• m 4 m z U (4) ANCHORS AT MTG. STILE ENDS AT 3" O.C. DOOR HINGES SEE SHEET 2 FOR QUANTMES & CAPACITY SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS MW I-060E COUNTY APPROVED MULUON SEE SEPARATE NOA TYPICAL ELEVATION$ CA) 75 3/4' FRAME WIDTH 13'(MAX. HEAD/SILL `11 5' MAX. HEAD/SILL CORNERS , 1 , , , ` / W_ a 41 IJJ \�f -1 ' —\ ` -o\1,/,,I)I / / / \\\ /\ / 1 / 1 //' I o1 ACTIVE I LEAF I I // �' / \ • i \ 1 \ 1{ \ it \ �it __ "I ,1, IN-A4jOVE \ LEAF -_-_.=C--__ II 11 -/I+ - '0 -/ / 11 F L _ \ /— `}— ro n p W 2 ti I. -I n O N p / I, I I 1 F Y i l L 29" O.L. OPG. 36 3/8" LEAF WIDTH f 29" O.L. OPG. 36 3/8" 1 LEAF WIDTH (3) ANCHORS AT MTG. SDLE ENDS AT 3" 0.C. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JAVAD AHMAD CML FLA PE / 70392 CA 3538 8 281.5 PRODUCT NKVMYIi 0 .. o p 1.16 wn\ Nlc PlaNdal BuMf.g C.d. Um:flaooe No ►S An iy ByJcrt:••Oie�ypr,�l,Q 7.19 r'Peodeei 4. v 0 0 0 w 0 er w t, 2 0 J 8 0 3 o_ 0 U '1 E 5 a 2 drawing no. W04-01 sheet 1 of 5 ) • •• • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • •• • •• • •• • • • • •• / DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 75.0 85.0 3/0 6/8 75.0 85.0 3/6 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 75.0 85.0 ' 3/0 8/0 75.0 85.0 3/6 75.0 85.0 000R5 APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. _LOCKS SINGLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38" 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: IWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12', 35", 63-1/2" AND 92-1/2" FROM TOP OF DOOR i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'R' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 100.0 140.0 3/0 6/8 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVEO FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE D00RSt MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #10 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERI 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 AT3', 9 LAND 26-O DOORS 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 • • • • • • • V DESIGN LOAD CAPACITY - PSF DT11 L L 9' 020 iloc ,...erbir SIZE GLASS TYPE 'A' OR 1 WIDTH HEIGHT EXT. (+) INT. (-) 5/0 75.0 75.0 6/4 6/8 75.0 75.0 75.0 6/4 75.0 75.0 5/0 75.0 75.0 6/4 8/1 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INST ; mim is-."cn` ', AxER FILTRATION „AileS V.NCE IS NOT REQUIRED. LIMIT EXTERIOR(+) LOADS 70 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM ,/ PART 4 REQD. DESCRIPTION i MATERIAL MANF./SUPPLIER/BBMGRKS 1 ER006 AS REOD.. DOOR FRAME 1 6063-T6 - 1 I 2 .ER012 AS REOD. DOOR. LEAF 6063-T6 - 3 V21566 ' 1/ LEAF DOOR, RISE BOARD 1 6063-.T6 - ' I 4 1/2-1483 1/ DOOR FRAME SILL 6063-T6 - I 5 - 1/ 000R SILL BASE 6063-76 - 1 6 V2-1481 AS READ. ASTRAGAL STILE 8063-T6 - 1 7 V2-1535 4/ LEAF GLAZING BEAD 8063-T6. - 8 2801 AS REOD. GLAZING GASKET EPOM OUROMETER 75±5 SHORE A 9 - 1 SHEAR CLIP 6063-76 - 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 00600X 4/ LEAF HINGES ' ALUMINUM GIESSE 12 #10 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REOD. BULB WSTRIPPING - - 14 110 r 2" AS REDO. ASSEMBLY SCREWS - HH SELF DRILLING 15 #12 X 1-1/4 - FRAME ASSEMBLY SCREWS - SMS LOCKS DOUBLE DOORS* ACTIVE LEAF' MANUALLY OPERATED CONCEAL ED FLUSH BOLTS AT �g.AMS" OF ACTIVE LEAF Al TACHED WITHITH ( (4) A8 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. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 102168 ATTACHED WITH (4) j8 X 1-1/2" SMS. HINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 8Y 'GIESSE' (5). PER LEAF AT 6", 12', 35', 63-1/2" AND 92-1/2' FROM TOP OF 000R NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. .090' Interloyer Kurcroy Butocite PVB By 'Kuraroy Americo, Inc.' 3/16' HEAT STREN'D GLASS 100' Interlayer Kuroroy SentryGlas By 'Kuroroy Americo, Inc.' 3/16' HEAT STREW° BASS SIUCONE GE'SCS 2800 SILGLAZE 6 GLASS TYPE 'B' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Env: JAVAD AHMAD CML R.A. PE 70592 CA.N. 38 VRUOULs' Ke'V1811D es complying w8R Ik Merles Rulitteg Cod, 4rccw.ereNOIs-0 4Liy %rpir•iwnu 0■ee aw q T6ic.6*' uIfft few* 0 0 w i `0 v 9 A pEe Bi -0 0 v m n ry i drawing no. W04-01 sheet 2 of 5 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS - SEE ELEV. FOR SPACING • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• • •• • • • • • • • • ••• • • • • • • • • • • • • . • • ••• 1BY WOOD BUCK • • • • • • • • • • • • • • • ACCESS HOLES WITH PLUGS •• • • • • • • • ••• •••.� •.•••••• • •• • • • . •• • ••• •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • ••• #8 X 1/2" SMS 3" FROM ENDS AND 10" 0.C. MAX (4) #12 X 1" SMS AT 2° O.C. MAX. AT CENTER OF SILL REGD. AT DOUBLE (XX) DOORS ONLY I _ I�I SEE SEPARATE NOA I ry' FOR TRANSOf•1 L J RATING AND ETAILS FZS--S ]I1 4- sLs6 il I 11 It i e y I L Jicsp� J -m II II I I II II MIAMI-DAOE COUNTY APPROVED MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS.. SEE ELEVATIONS,. FOR SPACING, EDGE D15T METAL STRUCTURE 0, WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRACON BY 'ELCO' (Fo-177 Ks, Fy-155 KSI) 1-1/2" MIN. PE OOD HEAD/JAMBS) U 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC'. OR MASONRY (JAMBS DIRECT 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) I14 SMS OR SELF DRILLING SCREWS '(GRADE 2 CRS) I INTO MIAMI-OADE COUNTY APPROVED MULUONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : '1/8"THK. MIN. (6063-T5; MIN.) (STEEL IN COL 1 H ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE D,$TANCE INTO CONCRETE 'AND MASONRY;= 2-1/2" MIN." INTO WOOD STRUCTURE I= 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD A • . F. 5 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc ='3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm _ 2000 PSI MIN. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Engrs JAVAD AHMAO CML FLA 'PE 70592 C.A.N 3530 (1E •NUOUCF NCY/SoD u vumpgiug why OW fluids RuWing Cod. AttepIance No VI 6apir.No. Uub it 1 '- lglnd •�.• 2 EX ALUM OUTSWING ENTRANCE DOOR (L. N 0 U n Z ° m W wv..)) j• I- Z � = N m C' 0 Uwwm O o; - o w*� cg OD nB v1 0 '0 $ drawing no. W04-01 (sheet 3 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• • • • • • • • •• ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • 1/ 4" MAX: • • • • • • • •• • • • • • • • • • • • SHIM SPACE • • • • • • • • • • • • • • • • • • • • • ••• • ••• • /_\ ,f METAL STRUCTURE. (2) 18 X 3 / 4 " SMS ACTIVE PEAF • • •• ••• •• • • • • �j• . � •• •• • 13 • •• • • 7 •• • 13 • • • • ••• • II SEE SEPARATE NOA �1 FOR SIDELRE II RATING AND DETAILS 1 3 r---kc_7,7jr====-1 Ib01 it 111 0 T. EXTERIOR D.L. OPG. LEAF WIDTH FRAME WIDTH SINGLE DOOR • ACTIVE LEAF O 3 ( 1 O } EXTERIOR D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING EXT. 0.L.O. (2) i8 X 3/4' SMS LEAF WIDTH FRAME WIDTH DOTJAI.R DOOR Engr. JAVAO AHMIO CML FIA. PE 0 70592 CA 3538 UccPlrnc! ExpinUo• Om4 82015 •,ai TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOODBUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING rROOUCTotelff a m4omp71•i wfk r i!flf lAridlniC no.� 14 a u 0 w 0 3 V V 0 0 UPDATED TO 2014 FBC T a N 41 0) v a a iS o.. o e i a o n S : a drawing no. W04-01 (sheet 4of 5 ) 1.815 0 3.937 .070 1.634 2.658 L1.772-1 DOOR FRAME 2.830 3.673 .070 O 2.047 000R LEAF 1.024 2.819 1.772-1 3.177.067 2.9213.1 37 1.638 —I DOOR BASE BOARD .571 r1--1.772—d Ct) FRAME SILL 1.417 • . .•. • • • ••• .• .• . • •• • •. .. • • • . • •• •• •• •• • • • •• • . •. • • • • • • • Oh all . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ..• • O O • •• • • • • • ••• • • •. • • . . .080 .238 SHEAR CLIP r— 2.402 1.764 .0631 .744 1.906 .591 ASTRAGAL STILE O j—2.000— 1.000 I F.094 1 II SILL BASE O GLAZING BEAD LEAF CORNERS FRAMEITOP CORNER FRAME BOTTOM CORNER Enyr: JAVAD AHMAD CML FIJ1. PE/ 70590 !C.A.N. 3538 2015 rkOD17t r w1NVl5p o eu0Ipoloi Mli 4 91e0 $I Ldln8 Cod. leceplanee Ne F,rpintM. Oele hi Mimi Dedr P .r L+— .1 c n N 0 0 O t3 c 0 0 2 0 g < m 0 e b8 is...: „8• a 1 9 drawing 'no. W04-01 J sheet 5 of 5 ) PRODUCT APPROVAL NUMBER: .• FL #16736.1 "• OPENING IDENTIFICATION: 2. HS 3. HS 4. HS 5. HS 6. HS 8. HS 9. HS 11. HS 12. HS 13. HS 14.HS 15. HS • • • • • •. . ••. • . • • •. • . • • •• • • •• • • •• • • • • • .. • • • ... • • • • • • • • • • • • • •• • •• • • • . • • •. • 1/4/2018 Florida Building Code Online FLORI A=ORPARTMI:NT-0 Business Professiona Regulation Florida` R =„ F OFFICE OF.TME SECRETARY BCIS Home I Log In I User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff I BCIS Site Map 1 Links 1 Search Product Approval USER: Public User product Aonroval Merin > product or Application Search > Application I 1st > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • •• • • •• •• •• • • • • •• • • • • • • • • • • • •• .••• • •• • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 07/21/2020 Validated By Steven M. Urich, PE'� E) Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL16736 R2 COI EvalReoort871C.odf Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TciPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%a3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 LF # Model, Number or Name Description •• • •• • • • • • • 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal SljdimarlPACT, •74tyZ46. ", XO or.QX;. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. • Installation Instructions• • • • • • • • FL16736 R2 II CWS-871EioNf • • • • • Verified By: Lucas A. Tur er.S$2b1 : •.. • Created by Independent •Trii d g rty: Yes • • • • • Evaluation Reports • • • • • FL16736 R2 AE EvalRel51:11-t$nC.Ddf • • • • Created by IndependentI sAParty: Yes • • • • • • • • •••_•• 16736.2 HS-8200 PVC Horizontal Slider • • • • • HS-8200 PVC Horizontal Slice IMPACT, 1jj," x 63", XCQ(•. •••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions • • • FL16736 R2 II CWS-869C.Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R2 AE EvalRenort869C.odf Created by Independent Third Party: Yes Back Next Contact Ua :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer fnnvriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(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 emails 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 email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eC k Credit°Card 'Safe' sccurit1':MIPT iiCti' https://www.floridabuilding.org/pr/pr app_dtLaspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 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 44th Ave, Ocala, FL 34474 • ••.•. Statement of Compliance: This report evaluates the above -listed product per the requirements pf F4C Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the retgrrernents of•6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone.' Tlttproduct testing • • • • standards performed are outlined below. . "". • •• • .. • .• • Technical Documentation: •• • •• • • •• •• ••• . 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North:Fert, FL . 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E, • 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified T�stw,.Laboratones, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed:* THIS 201,,7Q2,.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-871C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • 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 • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire nor wi11'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. Lucas Turner 2017-08-30 16:09+20:00 %% %1 NO'REI V 71"it At--7 No 58201 • V ;iv : s *• :*' * = ' STATE OF litir. i tip°. % A, : 10::` 8/29/2017 ile fio' (.. �! �:�..c.x0 .`` Lucas A. Turner, P.E. or'•,iONA - �0- FL PE #58201 • ••• • • • ••• • •• • •• •• •• •• • • •• • • •• •• •• ••• • • • • • • •••• •• • •• • • • • • • •• • • •• •• • • ••• 64 /4" MAX FLANGE HEIGHT • HORIZONTAL SLIDER - LARGE MISSILE IMPACT ..• •• • •• • • •• •• • • • • • • . . •• • • • ••• • • . • • • • • • • • • • • • • • • • ••• • 75 1/4" MAX. OVERALL FLANGE WIDTH 63" MAX. UNIT HEIGHT • • • •�4•M�(.1 ITW1DTH••• ••• •• • • •• 33" GLASS DLO • • • •• • • •• • • 11i•.- • • • •_ •;_• ••• 13/16" GLASS DLO O e e e 59 9/16" MAX SASH HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 A 33" GLASS DLO 36 5/16" MAX SASH WIDTH 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", fXO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 1 -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. I 1 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 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 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = 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. `MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 Coggin r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 5 z w z 0 i z rt ww_ a_ 0 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C SCALE: 1:15 SHEET 1 OF 5 • • ••• • • • ••• • •• • •• •• •• •• • • •• • • • •• •• ••• • • •• • • • ••• •• • •• • • •• •• • • • • • ••• 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) X EhROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 0 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16" LAMI 1/8" ANNEALED .022 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 " ;r1 ►L _ 1l Zf �� .11 I r 1/2' GLASS BRE I QUANEX DURASEAL IG SPACER " SETTING BLOCKS PER FBC 2411.3.3.11 c(_J11 !t1 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C SCALE: 1:2 SHEET 2 OF 5 • • ••• • • • ••• •• •• •• • • • • .• • • •• • • • • •• ••• • • • • • • ••• • • •• • • •• • • • • • • PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 H-1497 H-1699 H-1836 H-6052 H-6048 H-6050 H-6051 Reinf. Sash Meet. Rail Reinf. S.B.R./S.S.R, Meet. Rail, Fxd. Sash Top/Bot. Rail Main Fr., SH, w/ Fin., PVC Sash Meet. Rail, PVC Sash Side Rail, PVC KeibmarlL • Iyratic . leYiark M8 ron • Mikron Mikron Milth• H-6049 P-3029 P-3033 P-3113 P-3218 Main Fr., SH, w/FIg., PVC Screen Pull Tab Screen Spring, SS Screw Support, PVC Screen Frame Mikrdh_ Summit) Alum • • Alurll • Alum • • PVC, PVC PVC • • • • • • • • fi 11/16" • ••• ,v:•• :• !AV •• r • QV€ •• • •• •• • PVC�jjIAME FLANGE-6049 • • •• • • Hurley • Team Plastic Allmetal Rubber RollForm P-3228 P-754 P-3342 P-3352 Screen Spline, .155 Dia., Blk. Screen Frame Comer Key Seam Sealer, SM-5504 Set. Blk., 85 Dur., 1/8" x 5/8" x 2• Lg. Dapa Allmetal Schnee FrankLowe Nylon Silicone Rubber 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 P-3429 P-3539 P-4730 P3752 P-3783-6 P-5250 P-4779 P-4051 P-4069 P-4479 P-4638 P-4958 P-4952 P-959 P-4633 S-1112 S-1498 S-1776 S-1999 S-2000 S-6005 S-6013 S-6014 S-6063 S-6064 GLASS Wstp., 0.270 x .187 back FinSeal, Gr #8 x 3/4" Square TEK 2 Znc #8 x 1/2" Truss PH TEK 2 Znc Cap Plug, 1/2" Hole Ultrafab Fastenal Fastenal M&M Steel Steel Nylon Spring Lock, Impact, PVC Roller, Tandem #8 x 1 1/4 Ph FH TEK, Wht. Keeper, Impact, PVC Weep Cover w/ Flap #8 x 2 1/2 Ph Truss SMS Rotary Lock Keeper, Rotary Lock Wstp., 0.420 x .187 back FinSeal, Gr Barrel Fastener Reinforcement, Head Reinf. S.B.R./S.S.R, Roller Track Frame Hook, Head, Impact Panel Catch, Head, Impact Anti Lift Scm. Adapt., w/ Nib, PVC Scm. Adapt., PVC Fixed Rail Cover Glazing Bead SEE SHEET 2 Purfect Glaze "H", SikaFlex 552 Interlock M&M Fastenal Interlock M&M Ajax Sullivan Sullivan Ultrafab Fastenal Keymark Keymark Keymark Keymark Keymark Mikron Mikron Mikron Mikron Mikron CARDINAL Henkel / Sika Nylon Steel Nylon Steel Znc Znc Steel Alum Alum Alum Alum Alum PVC PVC PVC PVC PVC GLASS Silicone LINE ITEMS NOT USED: 33 - • • • • • •• f�23/16" I � 1 5/8" 1/16• 1/16" PVC FRAME FIN-6048 1 15/16• 1 1 I 71 L. 1 5/8" Lq CI 4C1 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 1 31'1 0 - O -0 -1/16" FIXED RAIL - 1836 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER- 6063 -4 3/16" 6 PLAN VIEW-1999 0 6" PLAN VIEW-2000 �3/16" r 3• -I I---t-1/2" ✓ o " SCREW SUPPORT-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. HEAD IMPACT HOOK- 1999 0 3/16" 5/8" 5/8' 1/16" PANEL IMPACT CATCH -2000 5/8" } —1/16' SASH MTG. RAIL-1497 3/16• 3/4" j_ 1/16" S.B.R./S.S.R. - 1498 1/4" 7/8" PVC GLAZEBEAD - 6064 1/2•- - 11/8•�j PVC SCREEN CATCH - 6013 5/16" CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 WINDOW SYSTEMS � 1 . 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 3/4" } Qr 15/16" 6" 1/16• SASH REINF. - 1699 7/16" 1 1/4" PVC SCREEN SUPPORT - 6014 y r7/8"1 9/16" 'GLAZE BEAD -1112 1/16" ! a 3/8•, r 1 5/16" PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL iii 001,,,10rREIH,,,,,. `�.OQP-.'tiC .................... :" No 58201 ": � -0 a: ROLLER TRACK-1776 "F t STATE OF ; 4i47 °••• idNA;ENG`. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DWG #: CWS-871 SCALE: 1:2 DATE: 1 0/1 0/13 REV.: C SHEET 3 OF 5 • • ••• • . •• •• • • .•. • • • • •. .• • • • •. • •• • • • ••• •• • • • • . •• • • • • • • • • • • 12 1/2" MAX. O.C. (TYP. • • • 6" MAX. (TYP.) 6' MAX (TYP.) - 17" MAX. O.C. (TYP.) NOTES: • ••• •• • • • • • • • • • • • • • • • •• • • • • • �(TYP f • • • f`�" moo•) • I 1 i I I••• SEE NOTE 2 ••• • • • •• • • • • • • • • • • • • • • • • • •• • • • . • . . X INSTALLATION ANCHOR (TYP.) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4" MAX (TYP.) 4" MAX (TYP.)_L 8' MAX O.C. (TYP.) 8' MAX. O.C. (TYP.) SEE NOTE 2 X ANCHOR LAYOUT - (FIN1 INSTALLATION ANCHOR (TYP.) 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 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 MANUFACTURERS 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 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X 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 TABLE1, 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: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) Coggin r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C SCALE: 1:20 SHEET 4 OF 5 • • • • • •• • • .... • • ••.. •S•. • • • • • .•• •• • • • • • •• ••00000 ••• • . • •.• • • • • .• • • • • • • • • • •• • . •• • • • • PRODUCT APPROVAL NUMBER: FL #16736.1 OPENING IDENTIFICATIONS: 7. SGD 10. SGD . 1 /4/201+3 Florida Building Code Online • FLORIDA OCPARTMONT,OF usiness Professional Florida 1=1= r OHPFlCE OFJHE BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User Produrt Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL11103-R3 Revision 2017 Approved L Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Exterior Doors Sliding Exterior Door Assemblies • • • • • •• • • •••• • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• •• • •• • • • • •• •• • • • • • • • • • • •• • • • • •• • • • • • • • • • • •• • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 07/21/2020 Validated By Steven M. Urich, PE • Validation Checklist - Hardcopy Received _Certificate of Independence Referenced Standard and Year (of Standard) pu J J 03 R3 COI EvaEReDort298C.odf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/02/2017 12/12/2017 FL # Model, Number or Name Description :1103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. • • Limits of Use Installation Instructiogs • ' • • • • • Approved for use in HVHZ: Yes FL11103 R3 II CWS-298ilpdf • •' Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 582•01 • • • •• • • Impact Resistant: Yes Created by Independent 'MN Party: Yes Design Pressure: +60/-60 Evaluation Reports • • • Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. FL11103 R3 AE EvalReogi-t,Z,9$C.Ddf • • • • • Config. include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. Created by Independent I hir party: Ye: • . • • • • Back Next • • •• •• • • • •• • • • • • • • • • • •• • • •• • • • • • The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Fbrida :: privacy Statement :: Accessibility Statement ::"Vliefu7id 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 traditional mail. If you have any questions, please contact 850.497.1395. ',Pursuant to Section 455.275(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 emails 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 email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click berg. Product Approval Accepts: ® ® ® eCheck 121 /Errdhtfeard' ;a Safe., secliritVAIICI'RICS' • https://www.flolidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 2/2 • TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 298C August 28, 2017 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testin standards performed are outlined below. • • • • g ••• • • • . . ..• .. Technical Documentation: • • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port'rL ; • • • • 2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner, P.E. • • • • • • • 3) Test Reports NCTL-210-3956-1 and -1A, from National Certified Testing Laboratories; •Cjrl4ndo, FL signed and sealed by Gerard J. Ferrara, P.E. • • • • • • • • a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSIC 101/);S.2/A440-. 2008, and ASTM E 1886/1996 2005 • 4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A.•T�lrner, P.E... •. . Installation: Units must be installed according to approval document CWS-298C. Limitations of Use: This product: • May be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and max. glass daylight sizes as shown in CWS-298C • 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 • Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA #14-0916.11t • Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) 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 fmancial 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 fmancial interest — in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:05+20:00 . '% __STATE OF •:'.U. �',,c�`'• 4 0 51 t d. ••� � 1.• Lucas A. Turner, P.E. +.,° 6'idN � `` FL PE #58201 se,#JJJlt eitsi `�tti4tftst JJ�J/ ♦�O �tl' (O RE W �,*, CIA . No 58201 • * : 8/28/2017 • •• • • • • • • • • • •• •• • • • • • • • • • • • 9 • • • • • • • • ••• • • •• •• • • • • • • • • • • • • • • • • • • i—IT—•—•""•s SLIDING GLASS DOOR - IMPACT • • • • a • • • • • • • • • • •• • • • • • • • • • • • • • • • • • 48 7/8" MAX PANEL WIDTHA M/QLVNIT 1 /I{1TH • • • • • • • • • • • • • r I6" AAX 1NIT LEIGHT 93 MAX PANEL HEIGHT 1/2" B 1 III GLASS GI S DLO I •••• • • II I� • • • • ••• .•• j I 86 GLASS DLO 0 3/8" X a _ !I 11 • x • II I ' E> •• O• • F I II V. .- 48 7/8" MAX PANEL WIDTH 145 13/16" MAX UNIT WIDTH 10 6" 41 3/4" GLASS DLO IAX INIT (EIGHT 93 MAX PANEL HEIGHT /2" D 86 GLASS DLO 3/8" 0 X II C> 0 C TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS OXXO & GLAZING DETAIL 2 SECTION VIEWS OXO & XO 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 96" MAX UNIT WIDTH 48 7/8" MAX PANEL WIDTH 96" MAX UNIT HEIGHT 93 /2" MAX PANEL HEIGHT 41 3/4" GLASS DLO 0 86 3/8" GLASS DLO GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC 2. GLAZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: "OXXO", "OXO", "XO", "OX" 4. DESIGN PRESSURES: -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. t k I a 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. j 9 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.1 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION: SGD-8900. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH• O=FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 11. EXTERNAL WEEP SLOT = 1/4 x 1" LOCATED 4" FROM BOTH ENDS. LucasTurne r 2017-09-22 12:26-04:00 CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE DESIGN PRESSURE RATING t ) IMPACT RATING XO 96" x 96" I OX U 145-T3/1 " x 96" 4� 8-7/8" x 93-1/2" +/-60 PSF ' LARGE MISSILE IMPACT OXXO 191-1/8" x 96" Cogan WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL P,,9IEI,,G a NN•SPN.! 4�9 ��CS 4' C.) • Qy4 No 58201 511 :it STATE OF ; 44 ��O�c� •�� O R 10 P• : \2. ,aaasS....N.. ; ENG�� 9/22/2017 LUCAS A. TURNER, P.E. I FL PE # 58201 i1239 JABARA AVE. NORTH PORT, FL 34288 y I PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 06/03/08 DWG CWS-298 REV.. SCALE: 1:33.33 SHEET 1 OF 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • ;• • ••• • • • • • • • • • • • • • ••• • t,t1• =I _iI<-�'tl •• • • • •• au is • • •• • Iiikiiiiiiiin • • SECTION B-B PAIR OF SEE SHT SECTION C-C FIXED PANEL ATTACHMENT NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. CHORS AT EACH CLIP. FOR SPACING QUANEX DURASEAL IG SPACER 1' OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED GLASS -3/16" ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYE -3/16" ANNEALED GLASS PURFECT GLAZE"H" SIKAFLEX 552 13/16" GLASS BITE OCKS PER FBC 2411.3.3.11 aogollo WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR -IMPACT PROPRIETARY AND CONFIDENTIAL z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 0239 JABARA AVE. NORTH PORT, FL 34288 I PH. 941-380-1574 SHEETt DESCRIPTION:: SECTION VIEWS - OXXO AND GLAZING DETAIL DRAWN BY: ADE DATE: 06/03/08 DWG 11: REV.: CWS-298 C SCALE: 1:2.63 SHEET 2 OF 6 • . ••• • • •• •• • • .•. • • • • • •. .• . • . •• • • • • • •• • • . ••• • •• . • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • •• • • SECTION D-D SECTION E-E • •• • ••• • • • • ••• • 1 4 NOTES; 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. Cllaggon WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL aaµuuhq, paa p34D. 1, T ,▪ , N . No 58201 ...1• 3.71, s*• it ▪ STATE OF 4ct. • , o R t a 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 i PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS - OXO f AND XO/OX DRAWN BY: ADE DATE: 06/03/08 DWG#: REV.: CWS-298 C SCALE: 1:2.63 SHEET 3 OF 6 .1 PARTS LIST ITEM PART NO. DESCRIPTION VENDOR MATERIAL 1 H-6042 FRAME, MAIN, SGD MIKRON PVC 2 S-6040 THRESHOLD/FILLER, SGD MICRON PVC 3 S-1722 SUPPORT BLOCK, FDED, SGD KEYMARK ALUM • • •• •• • • • • • • • • • • • • 0 •••,� 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MICRON PVC 5 H-6059 PANEL SIDE RAIL, SGD MICRON PVC 6 H-6033 PANEL, INTERLOCK, FDED MIKRON PVC 7 H-6060 PANEL, INTERLOCK, OPERABLE MIKRON PVC 8 H-6061 INTERLOCK, SNAP -ON MIKRON PVC 9 H-6043 ASTRAGAL, SGD, MICRON PVC 10 P-3142 ROLLER, TANDEM SULLIVAN STEEL 11 P-3342 SEAM SEALER, SM-5504 SCHNEE 12 P-3039 SET. BLOCK, 85 DUR. 1/8" X7/8" X2" FRANK LOWE RUBBER 13 P-3438 SIKAFLEX552 OR PURFECT GLAZE "H" SIKA/HENKEL 14 P-3429 WSTP., 0.270 X.187, BACK FNSEAL ULTRAFAB 15 P-3539 #8 X 3/4" QUAD PHLIPS, TEK FASTENAL ZINC 16 P-3557 #10 x 2, HEXHEAD, TEK FASTENAL ZINC 17 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 18 P-3767 #10 X 1" HEX WASHER HEAD, TEK FASTENAL ZINC 19 P-3789 LOCK & HANDLE KIT, PVC, SGD AMESBURY STEEL 20 P-3792 3/4" KEEPER AMESBURY SS 21 P-3793 MORTISE LOCK HS&D SS 22 P-4136 #10 x 2, PAN HEAD PHL, SMS FASTENAL STEEL 23 S-1775 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 24 H-1993 REINFORCEMENT, ALUM., PANEL KEYMARK ALUM 25 P-4295 FDED PANEL CLP KEYMARK ALUM 26 S-1597 COVER, FDED PANEL CLIP KEYMARK ALUM 27 S-1930 PANEL TRACK, ALUMINUM, SGD, SILL KEYMARK ALUM 28 S-1726 REINFORCEMENT, ASTRAGAL, SGD KEYMARK ALUM 29 S-1737 HIGHRISE SLL, ALUMINUM KEYMARK ALUM 30 S-6037 GLAZING BEAD 1.00", SGD MIKRON PVC 31 S-6041 TRACK, SCREEN, SGD MIKRON PVC 32 S-6046 SUPPORT WELD, SGD MICRON PVC 33 GLASS (SEE SHEET2) 34 H-6044 SCREEN CHANNEL MIKRON PVC 35 S-6045 SCREEEN ADAPTOR MICRON PVC 36 P-4278 WSTP., 0.2" X 1.25" DUST PLUG ULTRAFAB 37 S-1764 SLL THRESHOLD COVER (8900) KEYMARK ALUM 38 P-4366 WSTP., 1" X 7.1" X 0.7" DUST PLUG ULTRAFAB 39 P-3302 WSTP., 0.330" X0.187" BACK FIN ULTRAFAB 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 3 3/8" -+ 51/16" =r=1 I=U:=1 1/8" 5/8" pVC ASTRAGAL - 6043 REINF. - 1726 1/2" 3/4" [ 1/16" 1— PVC SCREEN ADAPTOR -6045 • • • • ••• •• • •• •• • • •• •• • • • • ••• •• • • • • •• •• • • • • 515/16" • ••• •, y; • • it �Ir-niQ PVC OUTER FRAME-6042 •• • • • •• •• •. • i• %74 —4% •• 1 • •• I • • ••• �+ •• • ••• •• •• --1/8" --1 7/8" • -+I OI' • 39/16" I 1 39/16" 1/8" 1/8" REINF. - 1993 PVC PNL INTERLOCK 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 1/2" 3316" --1/16" 31/16" 2" 1/8" PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP - 4295 7/8" 1 1/2• 1/16' 2 11116" --j 1 3/8" 2 FIXED PNL COVER - 1597 2 1/8" 1/16" 13/16" 1/16" ROLLER TRACK - 1930 SILL THRESH COVER -1764 PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER 6040 FIXED PNL SUPPORT - 1722 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER 1:10 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wWW.Cws.CC 8900 PVC SLIDING GLASS DOOR - IMPACT VENT CONSTRUCTION 4 VENTS FULLY WELDED 1:10 REINF. - 1775 3/4" 1 3/4" /16" HIGHRISE - 1737 2" PVC WELD SUPPORT - 6046 PVC GLAZING BEAD - 6037 5/8• 9/16" 1/16" PVC SCREEN TRACK -6041 PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. I FL PE#58201 ;1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DWG it CWS-298 SCALE: 1:2 DATE: 06/03/08 REV.: C SHEET 4 OF 6 6" MAX. (TYP) • • ••• • • .•• • •• • • • •• •. '.' • • • •• • • • • • • • • • • . • • • • • • • • • • • f-..-7 -• • '00 ' • 8" (TYP) "(TMAX•1 12 MAX O.�, Imo'. .'• •'• •• I i 4" (TYP) I J _ • •• �\ • • • • • �• ••• I .. _•/ • we • • • • •• ••• • • • • • •• 1 1 8" MAX.O.C. (TYP) I 1 11 — / / 1 NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D 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 MANUFACTURER'S 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 REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" 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 TABLE 1, 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), FMANVDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS): 1 r • 1• I F Cgasttom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 ' PH. 941-380-1574 SHEET DESCRPT1ON: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 06/03/08 DWG REV.: CWS-298 C SCALE: 1:20 SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER TYPICAL HEAD ANCHORAGE 2 7/16" MIN. OVERTICAL SECTION 6 TYPICAL SILL ANCHORAGE • • ••• • • • ••• �• ••• • • • •• •• • • • • .• • • • • _ _: • • •• • MIN. EDGE DIST. SEE TABLE 1 • • • • • • • •• ••• • • • • ••• •• ••• • • •• • . • •• • • • • • • •• • • • • MIN. EMBEDMENT •• • . • • • • • • SEE TABLE 1 I •• • • 1/4' MA7! SHIN • • • •• ••• •• •• • • INTERIOR SFAI ANT BETWEEN SILL RISER AND FRAME BY INSTALLER MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • • • • • • • • • • ••• INTERIOR PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TABLE 1: APPROVED INSTALLATION FASTENERS SU ANCHOR TYPE MI T. $ ONCRETE (2.0 KSI MIN.) 3/16" MN TAPCON 1" 3" C 3/16" ELCO ULTRACON 1-'J " HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ffW TAPCON 1" 3" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" RW TAPCON 1-3/8" 1" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 1" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KWIK-FLEXOR fTW TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/16" 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" FIXED PANEL CLP ANCHORS INTO: CONCRETE (2.0 KSI MIN.) OR HOLLOW OR GROUT-FLLED CMU (117 PCF MIN.) 3/16" fTW TAPCON 1" 3" FOXED PANEL CLP ANCHORS INTO: CONCRETE (2.85 KSI MIN.) OR HOLLOW OR GROUT-FLLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4" 2-1/2" 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 2 7/16 MIN. MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 12" 06 BB HORIZONTAL SECTION 17 7/8" MAX. O.C. FIXED PANEL CLIP CLIP ANCHORS MUST BE LOCATED A MINIMUM DISTANCE OF 3" AWAY FROM ANY MAIN FRAME ANCHOR. INSTALLATION ANCHOR (TYP) FIXED PANEL CLIP DETAIL NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. TYPICAL JAMB ANCHORAGE INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CUP THROUGH PRE -DRILLED HOLES 4 1/4" MAX SHIM FIXED PANEL MIN. EMBEDMENT SEE TABLE 1 HORIZONTAL SECTION FIXED PANEL ANCHORAGE FIXED PANEL EDGE DIST. SEE TABLE 1 cuagoil [l WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT PROPRIETARY AND CONFIDENTIAL jam,,,,,, 1OREW7t��ii No 58201 -13 tt *� * :*� 2pOi STATE OF :tt/ ,4�F"(O R. zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 06/03/08 DWG REV.: CWS-298 C SCALE: 1:2.67 SHEET 6 OF 6 J