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WS-19-2057Location Address Perm .:WS -09 19 2057 Miami Shores Village Permit Tw, 1Afindows/Sht rs 10050 NE 2 Ave + Miami Shores FL 33138ork�Classif3cation: Window/moor Replacement 305-795-2204 Permit Status: Approved Issue Date: 09/17/2019 Expiration: 03/16/2020 Parcel Number 350 NE 107TH ST, Miami Shores, FL 33138 1122310130330 :ontacts WOLFGANGE HERZ Owner FHIA LLC Contractor 350 NE 107 ST, MIAMI SHORES, FL 331617106 WAYNE BURNETT Business: 9547924415210 PERMITS@FHAPRODUCTS.COM Description: REPLACING 8 WINDOWS & 1 DOOR Valuation: Inspection Requests: p $ 36,881.00 X05-762-494 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $22.20 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $7.40 Scanning Fee $9.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Tota I : $238.20 Building Department Copy In consideration of the issuance to me of this e pertaining thereto and in strict conformity wit t Village. In accepting this permit I assumer spdi permits are required for ELECTRICAL, PLUIEtlli 1i I, `! OWNERS AFFIDAVIT: I certify that all_ihe-for regulating construction and zoning. uther; Payments Date Paid Amt Paid Total Fees $238.20 Credit Card 09/04/2019 $50.00 Credit Card 09/17/2019 $188.20 Amount Due: $0.00 dt, I agree to perform the work covered hereunder in compliance with all ordinances and regulations plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores 5ity for all work done by either myself, my agent, servants, or employes. I understand that separate MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. omg information is accurate and that all work will be done in compliance with all applicable laws e e above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date September 17, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION ��a�jED Miami Shores Village EP 42d19 Building Department BY 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 j BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS FBC 20 Master Permit No. �— b I q 1`71 - —zoS Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:, N [C) 5 City: Miami Shores County: Miami Dade Zip: 3 r Folio/Parcel#: 1 - u__� i - 6 ► 3 p C�) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (APhone#:.-7 Z(c,-3c)2—C/q 5 S Address: -2 NJ�E 1O__� 5�- City: k_Al CA Slr,n"_ J State: L Zip: SP, Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: fi �A ! 4-\ Phone#: Cl S2i - :) `i Z-11 Ll\ S Address: 3,0 4�-( Sw 4 Z,nc` S City: �� .� G. c�� G'c1 State: L Zip: 3 3 i Qualifier Name: �a k i `[y\_.Q l 17�U��P Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ (a , 7 t Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Specify color of color t ru tile: Submittal Fee $ SO Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Zip: ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 1&&,, 2-0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded tic of co mencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permi i is d. the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. p, I \ Signature OW R or AGENT The foregoing instrument was acknowledged before me this day\ of yS � 201, by whois personally kn n to me or who has produced as identification and who did take an oath. NOTARY Sign: ZAf �G�lt7 Prin Seal: ':a�•., ABDIELR.CASTILLO r = MY COMMISSION # GG 019600 a EXPIRES: March 6, 2021 • JF OF APPROVED BY (Revised02/24/2014) Signatu CONTRACTOR The foregoing instrument was acknowledged before me this day of ori 20 by 10' who is a wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: �"'•' MIGUEL A MERCADO Print: I�`"k•: EXPIRES April 19, 2021 ********************************************************* Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF HE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2231-013-0330 Property Address: 350 NE 107 ST Miami Shores, FL 33138-7106 Owner WOLFGANG HERZ Mailing Address 350 NE 107 ST MIAMI SHORES, FL 33161-7106 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,150 Sq.Ft Living Area 1,293 Sq.Ft Adjusted Area 1,725 Sq.Ft Lot Size 14,375 Sq.Ft Year Built 1947 Assessment Information Year 2019 2018 2017 Land Value $339,308 $323,150 $359,950 Building Value $120,060 $120,060 $120,060 XF Value $29,402 $29,482A$322,855 Cap Market Value $488,770 $472,692 Exemption Value $50,000 $50,000 Assessed Value $335,897 $329,634 $25,000 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment Taxable Value 1 $285,8971 $279,6341 $272,855 School Board Exemption Value $25,000 $152,873 $143,058 $186,717 Cap Reduction $297,855 City Exemption Value $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Second Taxable Value $285,8971 $279,6341 $272,855 07/01/2001 $216,500 Exemption $25,000 $25,000 $25,000 Homestead 18650- Sales which are disqualified as a result Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 31 52 42 PB 6-82 FIRST ADD TO PASADENA PARK LOT 8&9BLK12 LOT SIZE 115.000 X 125 OR 19833-2281 07 2001 1 Generated On : 8/21/2019 Taxable Value Information Previous 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $285,8971 $279,6341 $272,855 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $310,897 $304,634 $297,855 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $285,897 $279,634 $272,855 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $285,8971 $279,6341 $272,855 Sales Information Previous OR Book - Price Description Sale PageQualification 22065- 02/01/2004 $410,000 Sales which are qualified 1539 19833- 07/01/2001 $216,500 Sales which are qualified 2281 18650- Sales which are disqualified as a result 12/01/1998 $0 3985 of examination of the deed 14558- 05/01/1990 $100,000 Sales which are qualified 2611 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 https://www8.miamidade.gov/Apps/PA/propertysearch/ 8/21/2019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756,8972 Inspection requirements for. Windows, Doors. Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Date Print Name %towardToE 9S4,7924415 Miami Dade 305 595990 Fa, 959,192-7170 Wet wtiww fhap ndairts form (malt InfnaaRtaprodtrtts rom Home trt1prot-re7mGe�nt [ontracr ®,�f"C ter! .. F� ! ,_, Home Ph; LII v �) Alt {mOwW ei _-- •,� Email' ares i1w2le—L'�L _ a:?I G► :.udieas Crty County state 7ik J I,., i ontract is mane ane entered Into this �y d,iy of - ztz/ -__. rq/-ty and brtween fflorid r Home improvement Associates, Inc, a tionda Corporation known as ('Contractor' or vFHIA`), and Owittfi'{s) named above of the property located at the address listed above known as i"Owner , 'the Contractor agrees to perform the work described below at the property listed above obsol— .wvaem®mam. Remove .'x"nng unas to be replaced (Nnte: Ferrio—c ,terns are fikaiv it he Aamaartl.) saar6x+. aw Prepare odenetg i KP»any to receive replacement unds -'1 vvmdow, nvl Energy Storm saver aluminum innulatrd _ Aluminum Non-insulatetl as �m°°v .ie.aa®a 51 Door, Z,! I neriry Storm SW1 Mummum m triatrcl _. Aluminum Non.lnsuiatro Glass:y/,v 4WA (t}wnPact 4 B Non•Impact I Frame Color: Pf hite: _ Rronae: _ 8/ihf __ Tan: _,_ Grey: _ Mill: GrWs Double Hune �1ti $j® Hurl! Cisement •_--v---__--•--+ �"� j Yes ( ) No {) �Qttl•_ OtY —_ OtY Qilr:_ tat,; APA i Standar•�"'" B —�� i/9-1/2 i/a Custom Active 9 Fixed AF LH RM " 1/3.1/3.1/3 I Sliding ss Door Sinal, French Doubk French Getametrk QrY:._ AA F F FAAF tenor Qty: _ Doors: Otv: Qt, :_ I IRH { ) TAI { ) RA ( ) to { ) L S. lvoa to be compirted as stated on the accompanying worksheet Work NOT to be complitied 61h,r ' ---- - _ Initial Herr: 6, it ppl cable remcv-cot`'---r- s der �/aJls� and/ _ _ Initial re: diel mtru[ti^ns/LJ1C Q✓-_1=1��r�:�:!-_L.sZtG�-.F�1. .I a•'Yt.'-''�of •`p�, -•_6�2u..,.. rt,. .._-- Cleanup job oe6ns and provide necessary permits and m r. re. d applicable, in Me event that Con r orfs unable for whatever reason to obtain proper oermds pilot to commencement of any work. Contractor shall refund any previous payment a his transaction shay be automatkally cancelled >uddibhar wmke?rlo hr,nn w i er th2w,ngf*naI mstalw s to bddone u oted b - �.6' a_arrancy Contrectu• w -It provide warranty information er within 30 daysl h r completion and fine payments Y_hetiulr nntraaor shad rommence the wgik within ays after execution of the Contract Rhe "Commencement Date) and shall endeavor to tnmolete 311 work he+eunder within 'i/ days after the Commencement Date ,e ect,ng me +rciance option tot the partial or full payment of this project The Owner agrees to sign all finance completion forms the final day .�' :rsta.iauori Tne scnFduucg and completion of the final inspection will be scheduled for the next available day and 6U checklist Items, parts, •eplacement or damaged p•oduct reorders will be completed in a timely manner as part of our service policy Initial Here Notice to the owner, H financing a being obtained by owner, a) Do not sign this Contract or any financing document In blank. You are entitled to a copy of the contract at the time You 2130 b) The financial documents provided by the lender to this home improvement contract may create a lien on your property c) Be sure you understand all provisions of the Contract and financial documents before you sign t OrALPRICQ 5 ... OLtsDepositto Order, 5 sales tan Payment uay Job Starts. S total Project 5-� :.iiAL 00 tnstaliation Completion $ � r Mnr�llaneou Tta (01,Uact Win file accompanying worksheet contain the entire agreement netween the parties By signing this Contract, Owner aerr-F sand arkrnwiedges that a Las received the accompanying worksheet. This Contract may not be changed orally but only by a Change Order or r^er yr •tten amennrc"_t stencil by h.rth parties_ The waiver by any party of a breach of any provisions of this Contract shall not operate or be ,p^owed as d waiver or any wntten amendment or waiver of any subsequent breach by any party You the buyer may cancel this Contract at any time prior to midnight on the third business day after the date of this Contract- wrtne;s wnrrrpf. the dad partles hereto have read, understand and agree to nosh sides of this Contrart. Se me a explicado el contras le totes ,- rnoendo tocia, �as-o^dinonek de este contrato. Both parties execute this Contract and the owner(s) agree to II balance e u d!r his :onract : ndei •rd• as of the day and year first above written. / t -- Owner Print/ --71 r +� Co-owner Print Contra�Re/ pre, _' e�Vve Prin L ----- — Co-owner Signature ContraceRePresaUve $%nta' tu-r'e OwnV Signature � I Phone ROME OdtfNER ASSOCII Name' e !ij 1 i NO ( Property Name.._ -- — --- n Scanned with CamScanner Florida Home Improvement Associates Ekence No. CGC 061890 /QU418 F101i10 HOME Ik�JspOFMFNT Job. ---1l - ASSOCIATES .•_ %towardToE 9S4,7924415 Miami Dade 305 595990 Fa, 959,192-7170 Wet wtiww fhap ndairts form (malt InfnaaRtaprodtrtts rom Home trt1prot-re7mGe�nt [ontracr ®,�f"C ter! .. F� ! ,_, Home Ph; LII v �) Alt {mOwW ei _-- •,� Email' ares i1w2le—L'�L _ a:?I G► :.udieas Crty County state 7ik J I,., i ontract is mane ane entered Into this �y d,iy of - ztz/ -__. rq/-ty and brtween fflorid r Home improvement Associates, Inc, a tionda Corporation known as ('Contractor' or vFHIA`), and Owittfi'{s) named above of the property located at the address listed above known as i"Owner , 'the Contractor agrees to perform the work described below at the property listed above obsol— .wvaem®mam. Remove .'x"nng unas to be replaced (Nnte: Ferrio—c ,terns are fikaiv it he Aamaartl.) saar6x+. aw Prepare odenetg i KP»any to receive replacement unds -'1 vvmdow, nvl Energy Storm saver aluminum innulatrd _ Aluminum Non-insulatetl as �m°°v .ie.aa®a 51 Door, Z,! I neriry Storm SW1 Mummum m triatrcl _. Aluminum Non.lnsuiatro Glass:y/,v 4WA (t}wnPact 4 B Non•Impact I Frame Color: Pf hite: _ Rronae: _ 8/ihf __ Tan: _,_ Grey: _ Mill: GrWs Double Hune �1ti $j® Hurl! Cisement •_--v---__--•--+ �"� j Yes ( ) No {) �Qttl•_ OtY —_ OtY Qilr:_ tat,; APA i Standar•�"'" B —�� i/9-1/2 i/a Custom Active 9 Fixed AF LH RM " 1/3.1/3.1/3 I Sliding ss Door Sinal, French Doubk French Getametrk QrY:._ AA F F FAAF tenor Qty: _ Doors: Otv: Qt, :_ I IRH { ) TAI { ) RA ( ) to { ) L S. lvoa to be compirted as stated on the accompanying worksheet Work NOT to be complitied 61h,r ' ---- - _ Initial Herr: 6, it ppl cable remcv-cot`'---r- s der �/aJls� and/ _ _ Initial re: diel mtru[ti^ns/LJ1C Q✓-_1=1��r�:�:!-_L.sZtG�-.F�1. .I a•'Yt.'-''�of •`p�, -•_6�2u..,.. rt,. .._-- Cleanup job oe6ns and provide necessary permits and m r. re. d applicable, in Me event that Con r orfs unable for whatever reason to obtain proper oermds pilot to commencement of any work. Contractor shall refund any previous payment a his transaction shay be automatkally cancelled >uddibhar wmke?rlo hr,nn w i er th2w,ngf*naI mstalw s to bddone u oted b - �.6' a_arrancy Contrectu• w -It provide warranty information er within 30 daysl h r completion and fine payments Y_hetiulr nntraaor shad rommence the wgik within ays after execution of the Contract Rhe "Commencement Date) and shall endeavor to tnmolete 311 work he+eunder within 'i/ days after the Commencement Date ,e ect,ng me +rciance option tot the partial or full payment of this project The Owner agrees to sign all finance completion forms the final day .�' :rsta.iauori Tne scnFduucg and completion of the final inspection will be scheduled for the next available day and 6U checklist Items, parts, •eplacement or damaged p•oduct reorders will be completed in a timely manner as part of our service policy Initial Here Notice to the owner, H financing a being obtained by owner, a) Do not sign this Contract or any financing document In blank. You are entitled to a copy of the contract at the time You 2130 b) The financial documents provided by the lender to this home improvement contract may create a lien on your property c) Be sure you understand all provisions of the Contract and financial documents before you sign t OrALPRICQ 5 ... OLtsDepositto Order, 5 sales tan Payment uay Job Starts. S total Project 5-� :.iiAL 00 tnstaliation Completion $ � r Mnr�llaneou Tta (01,Uact Win file accompanying worksheet contain the entire agreement netween the parties By signing this Contract, Owner aerr-F sand arkrnwiedges that a Las received the accompanying worksheet. This Contract may not be changed orally but only by a Change Order or r^er yr •tten amennrc"_t stencil by h.rth parties_ The waiver by any party of a breach of any provisions of this Contract shall not operate or be ,p^owed as d waiver or any wntten amendment or waiver of any subsequent breach by any party You the buyer may cancel this Contract at any time prior to midnight on the third business day after the date of this Contract- wrtne;s wnrrrpf. the dad partles hereto have read, understand and agree to nosh sides of this Contrart. Se me a explicado el contras le totes ,- rnoendo tocia, �as-o^dinonek de este contrato. Both parties execute this Contract and the owner(s) agree to II balance e u d!r his :onract : ndei •rd• as of the day and year first above written. / t -- Owner Print/ --71 r +� Co-owner Print Contra�Re/ pre, _' e�Vve Prin L ----- — Co-owner Signature ContraceRePresaUve $%nta' tu-r'e OwnV Signature � I Phone ROME OdtfNER ASSOCII Name' e !ij 1 i NO ( Property Name.._ -- — --- n Scanned with CamScanner Armofwm nett Mrd f Ana .1-ronont 150 sf %-- C1j Ana ofwm nmt 250 sf L4)l. 14) Arm ofwm mt in 35.0 sf Arca ofwm neat 40.0 sf Specia8y Eng neenng Consultants Inc Ana ofwm nett 50.0 sf Wind Velocites in South Florida 1599 SW 30 Avenue, Suite #20 `s Dadc Broward Palm Bnch � ei t Zone 4 Zone 5 Boynton Beach, 334326 � Risk Cat. I 165 156 156 Zone 4 Zone 5 A Ww risk to humans farms, shads FL CA # 009217 Jay Risk Cat. 2 175 170 170 Sin le Fano Rcsidrnccs Zone 4 Zone 5 Risk Cat. 3&4 186 180 18U Essential Facilities 1 P - q h �p - GCp i) Intstuclions and limitations of Usa Zone 4 Zone 5 i Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0". Of 40.1 40.1 15 -43.4 .6 2 Des" npressures are for an enclosed builindi shu,%n or other im ct resistance Protection required . V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a 3 User shall determine the mean roof h ht, Eave he' M +Roof Peak 2. Risk Category 11 Table l 5-1, page 2 4 End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof he" M and net less than 3'-0" Exposure C tion Se 26.7 5 If 50% of a component is in a particular zone then that component is considered to be in zone with the ma nt of the area. If eluesbonable then lace in Zone 5 Kd 11.85 Table 26.6-1, page 250 6 Each component, wirxlow, door, mullion has a tribute area that is area to be used. Arae of components to rounded down but shell not be less than 10 sf. KAI Figure 26A-1, page 252 7 For NOA's that require a Kd=1.0 then mu8i 1 the values listed herein b 1.18. GCpi 0.18 -U.18 0.55 BWaable stress des n. pikhofruof 3112 14 U degrees 9 ein are valid for Ex sures B and C and sure D. max roof height 59' theta 14A dog eeS 10 Charts and values luted herein are only valid when sinned. dated. and sealed by Gaty Mcl7ounle PF CS691 or Mnrk I nRmn, PF x-uaaa Armofwm nett Mrd f Ana .1-ronont 150 sf Arra ol coropormt 20.0 sf Ana ofwm nmt 250 sf Arsaofcom mt 30.0 sf Arm ofwm mt in 35.0 sf Arca ofwm neat 40.0 sf Arm ofwm neat 45.0 sf Ana ofwm nett 50.0 sf Arra ofwm wm snt Arm ofnml 55.0 sf 60.0 sf ei t 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 Of 40.1 40.1 15 -43.4 .6 38.8 -42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 -41.4 37.9 -09.8 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 35.4 35.0 35.0 -39.0 -45.2 -38.6 -44.5 1.6 41.6 18 -45.1 -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 38.137.7 -49.4 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 36.8 36.3 36.3 -40.5 47.0 -40.1 -46.2 43.0 43.0 21 -46.6 -57.6 41.6 -45.3 41.6 -55.1 41.241.2 44.9 -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 38.0 37.5 37.5 -41.8 -48.5 -41.4 -47.7 44.2 44.2 24 -48.0 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -05.7 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 39.1 38.6 38.6 -43.0 -49.9 -42.6 -49.1 45.3 45.3 27 -49.2 -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 40.0 39.6 39.6 -44.1 -51.2 -43.6 -50.3 46.3 46.3 30 -50.3 -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 40.9 40.9 40.5 40.5 -45.1 -52.3 -44.6 -51.4 47.3 47.3 33 -51.3 -63.3 45.8 -49.8 45.8 -60.6 45.3 -49.4 45.3 -59.7 44.8 -48.9 44.8 -58.8 44.3 -48.4 44.3 -57.9 43.8 -47.9 43.8 -57.0 43.3 -47.4 43.3 -56.1 42.8 -47.0 42.8 -55.2 42.3 -46.5 42.3 -54.3 41.8 41.8 41.3 41.3 -46.0 -53.4 -45.5 -52.5 48.2 48.2 36 -52.2 -64.5 46.6 -50.8 46.6 -61.7 46.1 -50.3 46.1 -60.8 45.6 -49.8 4.5.6 -59.9 45.1 49.3 45.1 -59.0 44.6 -48.6 44.6 -58.1 44.1 -48.3 44.1 -57.1 43.6 -47.8 43.6 -56.2 43.1 -47.3 43.1 -55.3 42.5 42.5 42.0 42.0 -46.9 -54.4 -46.4 -53.5 49.0 49.0 39 -53.1 -65.6 47.4 -51.6 47.4 -62.8 46.9 -51.1 46.9 1 -61.8 46.4 -50.6 46.4 -60.9 45.9 -50.1 45.9 -60.0 45.3 -49.6 45.3 -59.0 44.8 -49.1 44.81 -58.1 44.344.3 -48.6 -57.2 43.8 -48.1 43.8 -56.2 43.3 43.3 42.7 42.7 -47.6 -55.3 -47.1 -54.4 49.7 49.7 42 -54.0 -66.6 48.2 -52.4 48.2 -63.8 47.6 -51.9 47.6 -62.8 47.1 -51.4 47.1 -61.9 46.6 -50.9 46.6 -60.9 46.1 -50.4 46.1 -60.0 45.5 -49.9 45.5 -59.0 45.0 1 -49.4 45.0 -58.1 44.5 -48.9 44.5 -57.1 43.9 43.9 43.4 43.4 -48.4 -56.2 -47.9 -55.2 50.5 50.5 45 -54.8 -67.6 48.9 -53.2 48.9 -64.7 48.3 -52.7 48.3 -63.7 47.8 -52.2 47.8 -62.8 47.3 -51.7 47.3 -61.8 46.7 -51.2 46.7 -60.8 46.2 -50.6 46.2 -59.9 45.7 -50.1 45.7 -58.9 45.1 -49.6 45.1 -58.0 44.6 44.6 44.1 44.1 -49.1 -57.0 -48.6 -56.0 51.2 51.2 48 -5.5.5 -68.5 49.5 -53.9 49.5 -65.6 49.0 -53.4 49.0 -64.6 48.5 -52.9 48.5 -63.6 47.9 -52.4 47.9 -62.7 47.4 -51.9 47.4 -61.7 46.8 -51.3 46.8 -60.7 46.3 -50.8 46.3 -59.7 45.7 -50.3 45.7 -58.8 45.2 45.2 44.7 44.7 -49.8 -57.8 -49.3 -56.8 51.8 51.8 51 -56.2 -69.4 50.2 -54.6 50.2 -66.4 49.6 -54.1 49.6 -65.4 49.1 -53.6 49.1 -64.4 48.5 -53.1 48.5 -63.5 48.0 -52.5 48.0 -62.5 47.4 -52.0 47.4 -61.5 46,9 -51.5 46.9 -60.5 46.3 -50.9 46.3 -59.5 45.8 45.8 45.2 45.2 -50.4 -58.5 -49.9 -57.5 52.4 52.4 54 1 -56.9 1 -70.2 1 50.8 -55.3 1-67.2 50.8 50.2 -54.8 50.2 -66.2-54.2 49.7 49.7 -65.2 49.1 -53.7 49.1 -64.2 48.6 -53.2 48.6 -63.2 48.0 -52.6 1 48.0 -62.2 47.4 -52.1 47.4 -61.2 46.9 -51.6 46.9 -60.2 46.3 46.3 45.8 45.8 -59.2 -50.5 -58.2 • • 53.0L53.0 •57 •53.1 •-58 51.451.4 -55.9 519 -56.5 -68.0 519 -68.7 50.8 -55.4 514 -56.0 50.8 -67.0 514 -67.7 50.2 -548 508 -SS.4 50.2 -66.0 508 -66.7 49.7 -54.3-58.9 502 -54.9 49.7 50.2 -65.7 49.1 496 -54.4 49.1 496 -64.6 48.6 491 -53.8 48.6 491 -63.6 48.0 485 -53.3 48.0 485 -62.6 47.4 479 -52.7 474 47�46.8 -6 4�lt 11111�!4itf f,46.3 46.3 -(!0 - ,59. • • . • ••• ;;.... PERMIT No. 77012 _ Miami Shcres Village 8Y DATE STAT F c� APFRO'ED ? -o ZONING DEPT BLDG DEPT SUBJECT fo CCMPLIA.NCE WITH ALL FEDERAL^ ` v W, W w �r W LI 72 7/4 X 49 3/8 73 1 /2 X 80 FL 16736.1 FL 11103.1 • 0 00 • . ••. ..' 110 X 49 3/8 (+/-60) 0 • • • . • • FL 16736.2 : • . • . • • • . • FAMILY �" .•• 35 3/4 X 36 3/4 (+/-60) FL 16736.1 �s E v A BATH� T H BATH o KIT ws 72 7/8 X 49 3/8 (+/-60) FL 16736.1 6 > LIVING C� ENTRY 3L& 0> 110 X 49 3/8 (+/-60) FL 16736.2 GARAGE J Z• Q1 U 00 41 ai z ry r >- cc G �,. f.,.. 72 7/8 X 49 3/8 (+/-60) FL 16736.1 l7 ,a V-4 b W. Lt: fr. uj f+� D 72 7/8 X 49 3/8 B E D 2- (+/-60) (+/-60) W Q 1L FL 16736.1 W 00 [Y. iii t n � +K � N Q 1, 72 7/8 X 49 3/8 (+/-60) 16736.1 rFL O u, `r N s r.r L LI 72 7/4 X 49 3/8 73 1 /2 X 80 FL 16736.1 FL 11103.1 • 0 00 • . ••. ..' 110 X 49 3/8 (+/-60) 0 • • • . • • FL 16736.2 : • . • . • • • . • FAMILY �" .•• 35 3/4 X 36 3/4 (+/-60) FL 16736.1 �s E v A BATH� T H BATH o KIT ws 72 7/8 X 49 3/8 (+/-60) FL 16736.1 6 > LIVING C� ENTRY 3L& 0> 110 X 49 3/8 (+/-60) FL 16736.2 GARAGE J Z• BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge It Stats B Facts I Publications I Contact Us I BCIS Site Map I Links Search Ft rich p _ .,. Product Approval r � USER: Public User a kp� ..KK " Product Annroval Mend > Product nr Annliration Cearrh > Annlira Inn I Nt > Application Detail FL # FL16736-R2 Application Type Revision Code Version • 2017 Application Status Approved Comments • 26M Archived ( 1 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 • • • 0 • • (352) 368-6922 Ext 291 • • jlathrop@cws.cc Authorized Signature Kevin Pine 14994 kpine@cws.cc Technical Representative ]ay 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 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@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 Lucas A. Turner the 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 FL16736 R2 COI EvalReoort871C.Ddf Referenced Standard and Year (of Standard) Standard • • -Mae AAMA/WDMA/CSA/101/I.S.2/A440-08 • • • • • 26M • • • • ASTM E1886-05 • • � 806 • • • ASTM E1996-09 • • • 0 • • • -polis• • • PA/TAS 201/202/203 000.00 14994 0000•• 0••0•• 0000 • •0••0: 0000 • • • • Equivalence of Product Standards ••�••• 0000 • • • • Certified By e••• • • • •• ••• • 0000• 0000•• 0000 0000•• • • • %• 00% 0 00.0000 • • 0 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products 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 R2 II CWS-871C.Ddf 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 R2 AE EvalReoort871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Lim is of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-86cC.Ddf 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 R2 AE EvalReDOrt869C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Back Next rontad Ls :: 7601 Blair Stnna Road Tallahassee 199 Phon • as�487-]R24 The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privary Statement :: Arr—sihili�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 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: ® Credit Card Safe ...- 0 0•• see* 00 • 000000 • 00 0 000606 • e • 0 00000 00*0 •0060 e 0000 • 0 • e .00000 00000 • 000. • 6 :00 00 0000:0 0 - 0 ..... 6000:0 • • . 00 0 0e ••••0: • • . 0 0000 0 TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 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 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 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 testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -869C, signed and sealed by Lucas A. Turner, P.E. 3) 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 AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS -869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -869C • 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 (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16- 1117.021, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.11 t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1Ot t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6`h 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 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 2017-09-16 09:27+20:00 �VAORE by No 58201 STATE OF �►: 0'�SSrdNAk- 0000 .•, •0000' 999999 • . . 0 . 000 ... 0000.. 0090 •0000. .999' • • • .9.PJ97/201I••. 0000. Lueas•A' Turq;3.�. • • • • • :'FVrE #58201 000.: • • 0000:. •000:0 .. 0 •• 0000.: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 64 114" MAX. OVERALL FLANGE p HEIGHT v 63" MAX. UNIT HEIGHT 59 9/16" MAX. SASH HEIGHT i 27 15/16" MAX. SASH WIDTH TABLE OF CONTENTS 112 1/4" MAX. OVERALL FLANGE WIDTH 111" MAX. UNIT WIDTH 49 15/16" GLASS DLO A� 561 O GLASS DLO A 24 5/8" GLASS DLO X561/4" D GLASS D DLO B 6 C I 6 1 < I 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3. CONFIGU:AyOV.'PX;''SCQ". ; • • • • • 4. DESI E SURE RA1R IS: TI SOLO S�ASF•�ON TESTED PRESSURE AND HORZ. SLIDER IMPACT GLASS TABLES A TM 13 a /0.• GLA' -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER _j ON TEST PRESSURE AND GLASS TABLES INFILTTASTM U)Lu¢ . . ... . . . . ... GENERAL NOTES:VIy=UU(f �z- 2017-09-22 1.1'1-1)~ PgaQUCT SdCVj(N EREIN IS Q IGN D AND MANUFACTURED �OFjID4BNI�ING�OtE WINDOW SYSTEMS j] jjr'],T I� / I •TORCOIMPbY WITW TF{E (FBC), CURRENT FL PE # 58201 •ED HOWINCLUDINGQH91NGH VELOCITY HWICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. • I� RAT�ptOR W *ZONE #MISSILPLE V E LDNMPACT USE AS DEFINED % OCALA, FLORIDA 34474 W CWS.CC IN E 1996 PEW THE FEib. PH. 941-380-1574 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 3. CONFIGU:AyOV.'PX;''SCQ". ; • • • • • 4. DESI E SURE RA1R IS: TI SOLO S�ASF•�ON TESTED PRESSURE AND HORZ. SLIDER IMPACT GLASS TABLES A TM 13 a /0.• GLA' -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER _j ON TEST PRESSURE AND GLASS TABLES INFILTTASTM U)Lu¢ E-1300-0401/09. 3 0-04e0 %09. Z w J o Z w LU ZOZ 0-'--H 00 3: 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED 0 F w 3 Z X IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR Z O Z 2 2 ¢ D_ w OO O DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 F O V ¢ = F D: z Z ANCHOR CALCULATIONS. z F j N 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT THE Z a >_ 0CD 70- -o l z O LL Z � 3 O M Z - REQUIRED. IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT REQUIRED. O UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT F WO} j 0 MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w w w U) 00 w � F FLYING DEBRIS. wz = a Of O co 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 0 It wH0 (Lx > U) a w 3 w USED AT FIXED MEETING RAIL AND HEAD/SILL. a 8. SERIES / MODEL DESIGNATION HS-8200.„`�� %"P,,VSORE W /'14 Q2.; 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: OP. ��CENg�." v X = OPERABLE SASH, 0 = FIXED SASH t” No 58201 :�9 L 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR - b LOCATION. '90 . STATE OF 11. EXTERNAL WEEP SLOT= 1/4" x 1" LOCATED 4" FROM BOTH ENDS. :'Sc:'FC n LucasTurne r �z- 2017-09-22 9/22/2017 13:54-04:00 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS GENERAL NOTES & ELEVATIONS ........... 1 GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS& GLAZING DETAILS....3 MAM63" ESIGN PRESSURE RATING IMPACT RATING DWG #: REV.: EXTRUSIONS & B.O.M...............................4 CWS -869C ANCHOR SCHEDULE& NOTES................5 +/- 60 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS ...........................6 SCALE: SHEET 1.20 1 OF 6 OUANEX OL IG SPACER 7/8" OVERALL 3/16" ANNEALED OR TEMPERED 1/4" AIR SPACE 7/16" LAMI —J-3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLASS TYPE A FIXED GLASS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .... ... .. .. • • • • • • • • • • • • • • • •• • • ••• • •• • •• • • ••• •• OUANEX DURASEAL IG SPACER .. . . . .. ... .. . ... . . . . .. . f/8"4OVERALL • • • • • • • 1/8" ANNEALED OR TEMPERED 3/8" AIRSPACE 5/16" LAM 1/8" ANNEALED -090 DUPONT PVB INTERLAYER t- 1/8" ANNEALED GLASS TYPE B SASH GLASS PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE WINDOW SYSTEMS Q- 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT i 3 <,r3: w Zpz ff ME 0 ~WZO3:�= ZZ=mafYW00 O OI-0a=FW U Urn~za-Prn a. z~—� Q �jU- a ZUWZO0 }0wOyZ w¢3FO + OOItai0u�imw LLUnw OJmI- aw _ 0 w0 m:~ 2 W a m a F- a ��'Wa P0REW'TG CGP�•�-�C E N SF•.'Py No 58201 "•":m7:5 O; STATE OF ;4/` 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS TEF 10/11/13 VG #: REV.: CWS -869 C ALE SHEET 1:1 2 OF 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... INTERIOR • INTERIOR SECTION VIEW A -A SECTION VIEW B -B SECTION VIEW C -C ALTERNATE FIN FRAME HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) SECTION VIEW D -D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. REQUIRED ON FIN UNITS. JAMB IMPACT HOOKS (REM 42) OR ROTARY LOCKS (REM 23) LOCATED AT THIRD POINTS. X i 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 HOOK/ROTARY LOCK LOCATIONS 1:20 ®0 *ffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT z 3 az3 I-ow0 OW06 o zivO�Oz }wm w �w3z�32x z zxM¢xwp0 O OFO QxFw 0 Z-D-ZH-n A Z 00' UVj Do- HZLLmZowo >- aOwFm:O- w w wwowmw wNa -j p w1 --O a=�a}i Of a a wawa Zv �• No 58201 •:�1� 5 zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS TEF 10/11/13 VG #: REV.: CWS -869 C ALE SHEET 1.2 3 OF 6 18 P-3429 jWstp., 0.270 x .187 back FinSeal, Gr, PARTS LIST 19 P-3783 Lock, Impact, PVC ITEM PART # DESCRIPTION VENDOR 1 H-6049 Main Frame, SH/HS, Flange, PVC Mikron 2 H-1681 Fixed Rail, Heavy Duty, Aluminum Keymark 3 S-6077 Cover, HD Fixed Rail, PVC Mikron 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax 6 P-3342 Seam Sealer, SM -5504 Schnee 7 S-1776 Roller Track Keymark 8 S-6013 Screen Adapter, Jamb, PVC Mikron 9 S-6014 Screen Adapter, Head & Sill, PVC Mikron 10 P-4479 Weep Cover w/ Flap M&M 11 S-6064 lGlazing Bead Mikron 12 H-6050 Sash Meeting Rail, PVC Mikron 13 H-6051 ISash Pull Rail, PVC Mikron 14 H-6052 Sash Top/Bot. Rail, PVC Mikron 15 H-1497 Reinf. Sash Meet. Rail Keymark 16 H-1498 Reinforcement, Sash, Side Rail Keymark 17 H-1699 Reinforcement. Sash Pull Rail Kevmark 18 P-3429 jWstp., 0.270 x .187 back FinSeal, Gr, Ultrafab 19 P-3783 Lock, Impact, PVC Interlock 20 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal 21 P-4069 Keeper, Impact, PVC Interlock 22 P-3539 #8 x 3/4" Square PH Tek, Wht. Fastenal 23 P-4958 Rotary Lock Interlock 24 P-4633 832 x 1/2" Barrel Fastener Interlock 25 P-4952 Keeper, Rotary Lock Interlock 26 P-4779 Roller, Tandem M&M 27 P-3541 #8 x 1/2' Quad PH TEK 2 Zinc Fastenal 28 GLASS SEE SHEET CARDINAL 29 Purfect Glaze "H" or Sikaflex 552 Henkel/Sika 30 P-3028 Set. Blk., 85 Our., 1/8" x 7/8" x 2" Lg. Frank Lowe 31 P-3218 Screen Frame Allmetal 32 P-4754 Screen Comer Key Allmetal 33 P-4755 Screen Comer Key w/Safety Tab Allmetal 34 P-3029 Screen Pull tab Summit 35 P-3033 Screen Spring Fla. Spring 36 P-3228 Screen Spline Dapa 37 P-4772 Screen Cloth, Fiberglass 40 P-3113 Screw Support, PVC Team Plastics 41 P-3752 Cap Plug, 1/2" Hole M&M 42 S-1577 Impact Hook, Frame, Jamb Keymark 43 S-1112 Reinforcement, Head, Jamb Keymark 44 S-2000 Impact Channel, Sash Keymark 45 P-3748 #6 X 5/8 Ph FH TEK, Zinc, Painted Ajax 46 S-1999 Impact Hook, Frame, Head Keymark 47 H-6048 Main Frame, SH/HS, Fin, PVC Mikron 48 S-6055 Roller Track, PVC, (Anti4ift) Mikron 49 P-5250 Lock, Impact, PVC, w/Flipper Interlock 50 P-4730 #8 x 1/2" Ph Mod Truss TEK Fastenal PVC Alum , PVC Steel 2 11/16" 3 1/16' ilicane Lr Alum PVC PVC PVC FRAME FLANGE -6049 PVC PVC PVC PVC Alum Alum . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... 31/8"-1 CORNER CONSTRUCTION • • 3 M8" • ins". � • �O fij 6 1116" • LCORNER WELD • • • • • • • • • • • (ALL SIDES) 1" • • 'lib" • • • • • 1:8 • • : • : �D @TC:V11 t • PVC FRAME FIN -6048 • • • • • • • • •• • • • • • ••• •• 6 2 3116" 1 15/16" -1 3/16"-{ 5 2 3/16" ^ 13 5/8" 1 5/8" `� 1 5/8" 1 5/16" 1/16' 1/16" q 1/16" 1/16 1 I q ' 2 PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOPIBTM RAIL -6052 PVC HD MTG RAIL COVER- 6077 FIXED MEETING RAIL 0 3/16• SCREWED TOGETHER WITH OUTERFRAME 1:8 Steel 0 I 7l8" 5/1Lr""Steel 6" �5116 ya ,5n" • " SASH MTG. RAIL -1497 L Nylon PLAN VIEW -1999 SASH REINF. - 1699 HEAD IMPACT HOOK - 1999 Steel 0 �{I GLASS 3/16" 3/16"� 3/4" 7/16" O 7 Silicone Rubber 1/16^ 16 6" 5/8" S.B.R./S.S.R.- 1498 1116' 2ollFom1 T 44 ROLLER TRACK -1776 Nylon 5/L 1/16" Nylon PLAN VIEW -2000 1/4" PANEL IMPACT CATCH -2000 11r7/8"1 7/8' SS 0 3/16" L 9116 43 O 6 PVC GLAZEBEAD - 6064 GLAZE BEAD - 1112 Rubber � ,/2" , 1/8^ Nylon 5116* 3/8' 3l6"�5/16Alum 41/16Alum 7/1/16" PVC SCREEN CATCH • 6013 Alum PLAN VIEW - 1577 ALUM SASH IMPACT HOOK - 1577 PVC ANTI -LIFT - 6005 Steel 5/16"�11/8"-iI Alum 3/16—t 3' �1/2" . i PVC I 40 Tlp-L1//11(66"") PVC T SCREW SUPPORT - 3113 PVC SCREEN SUPPORT • 6014 Steel LINE ITED:MS NOT USE 4, 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Qm WINDOW SYSTEMSffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT ZaZ3 P 0w0 WwFO p w Zpz XFZF o Pw�ZI-3gx O OHO ¢=IfoU Uy?aI-tqa zQ_n- j0- >- zDOu-Z v W O0O } W �Nwtg0 Jtnw a W =~W W�W(n a a %01,11111111", ��1NORE W ��i JGgSP. S .�CEN�:�•Qyt�: 58201 11 L 390: STATE OF :4utt/ F ; 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS TEF 1 10/11/13 CWS -869 C :ALE: SHEET 1:2 40F6 6" MAX. (TY] 6" MAX. (TYI 17" MAX O.C. (TYP.) f ANCHOR LAYOUT - (FLANGE) IOTE 2 4" MAX. (TYF 4" MAX. (TYF INSTALLATION ANCHOR (TYP.) e" MAX. O.C. (TYP.) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... .... ... .. .. . . . . . . . . . . . . . ANCHOR LAYOUT - (FIN) 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 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: 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 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/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Z �: <Z3 Z w J❑ U w Ow ❑ Z0Z OD'Zm_ u- Hw3ZF-��S Z zmm<wwoo 0 0I-0cj¢=�-it ' ❑ ZOZI-Dy Z OU'j 7U- P-'�OoLL >-¢:OwFmOZ ¢ UJ OOwv}i0wv�w 2 zea 0-1Ln- co O wFZ-0 W=If>- w s H a mea 0"Pp1ORE W I 0lo CENSFG'P2L No 58201 :kNN11 =ros STATE OF 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES TEF 10/11/13 VG #: REV.: CWS -869 C :ALE: SHEET 1.25 5 OF 6 INSTALLATION ANCHOR SEE TABLE 1 1/4' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER X770 PERIMETER SEALANT 9 MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT VA i SUBSTRATE BY OTHERS r / i SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 r(�A) VERTICAL SECTION TYPICAL SILL ANCHORAGE CHOR TYPE 6" ITW TAPCON . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. OPERIMETER SEALANT SEE TABLE 1 SUBSTRATE BY OTHERS BYINSTALLER INSIDE AND OUT SEE TABLE 1 Z O Z Q In 3 } O 0_ 3: m INSTALLATION ANCHOR MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 BY INSTALLER • • INSIDE AND OUT �/(f1U•N/(Yll//UL/U' n('�� O O � U m ? O Z BY OTHER6 • • SEALANT BEHIND • • • • • FLANGE BY INSTALLER 1/4' MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 1/4' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER X770 PERIMETER SEALANT 9 MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT VA i SUBSTRATE BY OTHERS r / i SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 r(�A) VERTICAL SECTION TYPICAL SILL ANCHORAGE CHOR TYPE 6" ITW TAPCON . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8" 7/8" OR ELCO ULTRACON 16 GAUGE (0.060-) MN. STEEL STUD #10-16 HLTI KWIK-FLEX OR ITW FULL THREAD FLANGE (33 KSI YIELD MIN) TEKS SELF-DRLLING SCREW THRU 0.060" 7/16" 1/8" ALUM. (W631 -T5 MN.) OR #10 GRADE 5 SELF -TAPPING/ FULL THREAD FLANGE 1/8" STEEL (33 KSI MN.) DRILLING SCREW THRU 0.125" 7/16" z 3 aza OPERIMETER SEALANT W MIN. EMBEDMENT BYINSTALLER INSIDE AND OUT O Z O Z Q In 3 } O 0_ 3: m INSTALLATION ANCHOR Z SEE TABLE 1 SUBSTRATE• • • • FIN BY INSTALLER �/(f1U•N/(Yll//UL/U' n('�� O O � U m ? O Z BY OTHER6 • • • • • • • • • • • WINDOW SYSTEMS I\ �/I 1/4" MAX SHIM SEE TABLE 1 • • • • • • • • MW. E!GT•DIST. • SINE T{.BLi 6 • • • • SUBSTRATE • • BY OTHERS 1900 SW 44TH AVE. Wa J �• • • • • • • • • • 1/4 4MAX. SHI41 • • SEE TABLE 1 • • OCALA, FLORIDA 34474 WWW.CWS.CC a MIN. EDGE DIST. 'L�9 SEE TABLE 1 No 58201 . • 8200 PVC INSTALLATION ANCHOR SEE TABLE 1 G • • N AL O HORZ. SLIDER / • • • : • : 0 0 • • • MIN. EMBEDMENT IMPACT / •• • • • • • • • • SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8" 7/8" OR ELCO ULTRACON 16 GAUGE (0.060-) MN. STEEL STUD #10-16 HLTI KWIK-FLEX OR ITW FULL THREAD FLANGE (33 KSI YIELD MIN) TEKS SELF-DRLLING SCREW THRU 0.060" 7/16" 1/8" ALUM. (W631 -T5 MN.) OR #10 GRADE 5 SELF -TAPPING/ FULL THREAD FLANGE 1/8" STEEL (33 KSI MN.) DRILLING SCREW THRU 0.125" 7/16" /PERIMETER SEALANT— \ BY INSTALLER INSIDE AND OUT ^ L l 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. X:�_- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I TEF 10/11/13 JG #: REV.: CWS -869 C ALE: SHEET 1:2 6OF6 z 3 aza OPERIMETER SEALANT W owo W Z X= BYINSTALLER INSIDE AND OUT O Z O Z Q In 3 } O 0_ 3: m INSTALLATION ANCHOR Z Z= Q~ 3 2_ SEE TABLET SEALANT BEHIND O U~OV =Om F- z F- CO (L z - FIN BY INSTALLER Z0 O O � U m ? O Z ! C� HORIZONTAL SECTION 6 ao >_ O O Q = O TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q Ow y U F- Z N F- w D O_(n 0 W y W (n o Wa J w�a �3wco (L a 01DRE W ('16 'L�9 No 58201 STATE OF G N AL O /PERIMETER SEALANT— \ BY INSTALLER INSIDE AND OUT ^ L l 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. X:�_- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I TEF 10/11/13 JG #: REV.: CWS -869 C ALE: SHEET 1:2 6OF6 L1a11LL�7 Ca ' = Aw,—— �L X4 1 SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Contact Us I BCIS Site Map I Links I Search Florida P m1 Product Approval ra ..trr�-eree �� USER: Public User SP-�t 1-44' r Equivalence of Product Standards Certified By Product Annrnval Menti > Product or Annliratlnn CParrh > Annllratlnn LN > Application Detail FL # FL16736-R2 Application Type Revision Code Version CApproved 2017 Application Status Comments Archived �7 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 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 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Category Windows 0000 Subcategory Horizontal Slider • • • • • • • • • • • • •• • • •• • Compliance Method Evaluation Report from a Florida Registere& ri lti& t or Licer"el • • • • i • Florida Professional Engineer • • • • • • • • 0 Evaluation Report - Hardcopy Received • • • • • • • • • • • • • •••• •••• ••••• Florida Engineer or Architect Name who developed Lucas A. Turner • • • • • • • • • • • • • • • the Evaluation Report • • • Florida License •• •• PE -58201 •••• •••••• • Quality Assurance Entity Keystone Certifications, Inc. i • • i e i ' • Quality Assurance Contrail Expiration Date • • 07/21/2020 • • • • • • • • • • • • • • • Validated By • Steven M. Urich, PE • •• • • • • I Validation Checklist - Hardcopy Receive(?* • • • • • • • • • • • • • Certificate of Independence FL16736 R2 COI EvalReoort871C.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/ W D MA/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 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products r i 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 R2 II CWS-871C.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 R2 AE EvaIReDOrt871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. LimitsofUse Installation Instructions -- Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.Ddf 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 R2 AE EvalReDort869C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Back Next Contact U ;: 2601 Blair Stonp Road. Tallahass FL 171gq Phone- R50 -4874R24 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privary Statement :: Arressihility Statement :: Refund qGtem, nit 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 ppeft"41ddress, please provide the Department with an email address which can be made available to the public. To determine if you are a licWsee unger Chapter 4SSr F.S.,,^ase click here . • • • • • Product Approval Accepts: • • • • • • MW 0j H M • • • eCta:k •••••• •.•• • Credit Card • • • • • • • • Safe •••• •••• ...... .... •••••• • . TURNER 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 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 the 6"' Edition (2017) 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, P.E., at 1239 Jabara Ave., North Port, FL 090000 2) Approval drawing CWS -871C, signed and sealed by Lucas A. Turner, P.E. ; 0.0 • • • • 3) Test Reports NCTL-210-3887=1, -IA, -2, and -2A, by National Certified Testing LtboraGoride, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed-�'1.W201, 2620203 `94, ASTM E 1886'02/04/05, ASTM E 1996'04/06/09, and AAMA/WDMNO.8 101/I.S.2/A440 `08 0.000' '....' 4) Supplemental Calculations to support CWS -871C, signed and sealed by LucasI4.•Turner, Fk& 000000 •0:0 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. 16-1117.021 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6'h 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 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 ��11uu11rri� jCRE W T�'f. ,000.. �r :� • No 58 01 : fi Q %� STATE OF .� ' '•�.° �`'��.`� ,��'' 8/29/2017 `��, Lucas A. Turner P.E. 1.41 FL PE #58201 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 751/4" MAX. OVERALL FLANGE WIDTH .. . . . .. ... .. 74" MAX UNIT WIDTH • • • • • ••• • • • •• • 33" GLASS DLO • • • • • • • • A ... . . I I I I � I 64 1/4" MAX. FLANGE B I B HEIGHT I I 63" MAX UNIT HEIGHT O X 599/16" SA GHT 5813/1 GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 A 33" GLASS DLO - 36 5/16" MAX. SASH WIDTH 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 -1300-04e01109. 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 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. I MAX. UNIT SIZE I DESIGN PRESSURE RATING I IMPACT RATING L 74" x 63" 1 +/- 60 PSF I LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 8200 PVC HORZ. SLIDER IMPACT g z 3 azp W zOz WM- LL O FW7d3}0�m= z zx2 O Ce -0 �_�M U Uy�ZaFya zOza0ozOVZa H-IL2Ooa �30FFF0- ZU mw OJInF a. CL O w�-0 W=�>_ a F a w�a GpS:�`GENs�;��Q,y Z-.- No 58201 ":�71 Q: STATE OF 144/' .,oss,alVA 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 10/10/13 CWS -871 C ALE: SHEET 1:15 1 OF 5 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT QV& 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 1900 SW 44TH AVE. • • • • • • • • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 • • • • • • • • • • IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 751/4" MAX. OVERALL FLANGE WIDTH .. . . . .. ... .. 74" MAX UNIT WIDTH • • • • • ••• • • • •• • 33" GLASS DLO • • • • • • • • A ... . . I I I I � I 64 1/4" MAX. FLANGE B I B HEIGHT I I 63" MAX UNIT HEIGHT O X 599/16" SA GHT 5813/1 GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 A 33" GLASS DLO - 36 5/16" MAX. SASH WIDTH 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 -1300-04e01109. 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 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. I MAX. UNIT SIZE I DESIGN PRESSURE RATING I IMPACT RATING L 74" x 63" 1 +/- 60 PSF I LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 8200 PVC HORZ. SLIDER IMPACT g z 3 azp W zOz WM- LL O FW7d3}0�m= z zx2 O Ce -0 �_�M U Uy�ZaFya zOza0ozOVZa H-IL2Ooa �30FFF0- ZU mw OJInF a. CL O w�-0 W=�>_ a F a w�a GpS:�`GENs�;��Q,y Z-.- No 58201 ":�71 Q: STATE OF 144/' .,oss,alVA 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 10/10/13 CWS -871 C ALE: SHEET 1:15 1 OF 5 INTERIOR SECTION C -C ALTERNATE FIN FRAME . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . e • • • • i I)iTERIOR • • •• • • ••• • • s • X SAD vAND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MDSPAN 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) GLASS TYPE A 1:1 7/8' OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16' LAMI 1/8' ANNEALED .4.24 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 —1/2" GLASS BITE OUANEX DURASEAL IG SPACER WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT g z 3 azo h ;-Duo 086 w z0? wL9w 0 zw1 >-OW3,m LL I -w �32x z z�zd o ox7o Oyu I-- a. o_ m Z O�Uryj�7V� a p: zo0u- a WI} -, Zai z_Wcow mwm0-)mF- a MM a m a W: :w VIORE W P T �i+ P5'�CENg•G,p+++ 0 -'� �' Z N. 58201 .'tn215 n - ; cc OF WS '+LO�c�`S'�'� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL LAWN BY: DATE: ADE 10/10/13 VG #: REV.: CWS -871 C :ALE: SHEET 1.2 2OF5 • • • • • • • • • • • • ••• • • • • ••• 31 31 " -{ • • 1 1/2' • • • • 8 • 5 • • • • • • • 1/16" 211/16" 1/16' 39/16' O 21/� 1/16' L O • • • • • • • • • • • FIXED RAIL - 1836 PVC PRA111E MAIlGE60M • • • •• • • • • • • • • • • ••• VC FRAME FIN -6048 • • ••• 23/16' /Fr" —19/1 s" 6 I 4 7 r L) 40 15/8" 15I/8" `-J 15/8" q 15/16" 1/16' I q 1/16' q 1/16" ,/16" PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOP/BTM RAIL -6052 PVC FOXED RAIL COVER - 6063 0 3/16" O 6" 15/16" 35 7/8" 1/16" PLAN VIEW -1999 HEAD ACT HOOK- 1999 0 3/16" O 6" 5/8" T— 36 5/8' 1116- 1 PLAN VIEW -2000 PANEL IMPACT CATCH - 2000 3/16• 3- 1/2 - SCREW 1/2" SCREW SUPPORT -3113 LINE ITEMS NOT USED: 1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 5/8 " �----I I," ' L ,n6" SASH MTG. RAIL -1497 3/16" --1-1 3 3/4' j— T I 1/16' S.B.R./S.S.R. - 1498 va° PVC GBEAD - 6064 CORNER CONSTRUCTION �q WINDOWSYSTEMS KO PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum 2 H-1699 Reinf. S.B.R./S.S.R, Keymark Alum 3 H-1836 Meet. Rail, Fxd. Keymark Alum 4 H-6052 Sash Top/Bot. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 H-6050 Sash Meet. Rail, PVC Mikron PVC 7 H-6051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Flg., PVC Mikron PVC 9 P3029 Screen Pull Tab Summit 10 P3033 Screen Spring, SS Hurley 11 P3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Allmetal RoI"'or" 13 P3228 Screen Spline, .155 Dia., Bilk. Dapa 14 P-4754 Screen Frame Comer Key Allmetal Nylon 15 P-3342 Seam Sealer, SM -5504 Schnee Silicone 16 P3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLowe Rubber 17 P3429 Wstp., 0.270 x .187 back FinSeal, Gn Uftrafab 18 P-3539 #8 x 3/4" Square TEK 2 21nc Fastenal Steel 19 P-4730 #8 tF 1/2• Truss PH TEK 2 Zinc Fastenal Steel 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon 21 7-7=0 P-5250 Spring Lock, Impact, PVC Interlock 22 P-4779 Roller, Tandem M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Coker w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Zinc 28 P-4952 Keeper, Rotary Lock Sullivan Zinc 29 P-4959 Wstp., 0.420 x.187 back FinSeal, Gn Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 5-6005 Anti Lift Mikron PVC 38 S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Cover Mikron PVC 41 S-6064 lGlazing Bead Mikron PVC 42 GLASS ISEE SHEET CARDINAL GLASS 43 IPurfect Glaze "H". SikaFlex 552 1 Henkel / Sika Silicone • • • • • • • • • • • • ••• • • • • ••• 31 31 " -{ • • 1 1/2' • • • • 8 • 5 • • • • • • • 1/16" 211/16" 1/16' 39/16' O 21/� 1/16' L O • • • • • • • • • • • FIXED RAIL - 1836 PVC PRA111E MAIlGE60M • • • •• • • • • • • • • • • ••• VC FRAME FIN -6048 • • ••• 23/16' /Fr" —19/1 s" 6 I 4 7 r L) 40 15/8" 15I/8" `-J 15/8" q 15/16" 1/16' I q 1/16' q 1/16" ,/16" PVC SASH MTG. RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOP/BTM RAIL -6052 PVC FOXED RAIL COVER - 6063 0 3/16" O 6" 15/16" 35 7/8" 1/16" PLAN VIEW -1999 HEAD ACT HOOK- 1999 0 3/16" O 6" 5/8" T— 36 5/8' 1116- 1 PLAN VIEW -2000 PANEL IMPACT CATCH - 2000 3/16• 3- 1/2 - SCREW 1/2" SCREW SUPPORT -3113 LINE ITEMS NOT USED: 1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 5/8 " �----I I," ' L ,n6" SASH MTG. RAIL -1497 3/16" --1-1 3 3/4' j— T I 1/16' S.B.R./S.S.R. - 1498 va° PVC GBEAD - 6064 CORNER CONSTRUCTION �q WINDOWSYSTEMS KO 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD 8200 PVC (ALL SIDES) 1:8 I15 6 R: FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 s'6"� /16- i— SASHSASH REINF.-1699 7/16" 1j;1 1/4" 34 1/16" ROLLER TRACK -1776 I 7/8•� T- 9/16" 31 1/16" GLAZE BEAD - 1112 1/2" 1 1/8.1 3/8" � r�1 vL 1/16"6" a.j Ins" PVC SCREEN CATCH - 6013 PVC ANTI -LIFT - 6005 5/16" 1 1/8" 1 39 1/16• PVC SCREEN SUPPORT - 6014 HORZ. SLIDER IMPACT g Z 3 aZ3 F auto Qw00O Z ZOOZ mk?w u- Fw3ZZ0�m= Z Z S M Q O OHO �_�M U 0001--ZaFrna. � Z O� �U- Q -OZit-0u M�OF�Fo— in I�LXLww 0Uv en o LUPO W=,>- It F a 1,3a `0 "pSIORE riirr��pi Wr No 58201 :�-A S 0 1 STATE OF ;<+/` c z�- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 10/10/13 VG #: REV.: CWS -871 C ALE: SHEET 1.2 30F5 121/2" MAX. O. 6"MAX. (TYP.) 6" MAX (TYP.) 17" MAX. O.C. (TYP.) . . ... . . . ... .. .. . . . .. .. . •• • •• 04" MAX F*P.) 4" MAX (TYP.) • 000 • . • 5A1c.'o.c• • (TYP.) — 8" MAX. O.C. (TYP.) I 1 I I O I I I I I 1 I I I v I ^ I ANCHOR LAYOUT - (FIN) WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EE NOTE 2 W W W.0 W S.CC 8200 PVC INSTALLATION HORZ. SLIDER ANCHOR (TYP.) IMPACT NOTES: 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 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 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: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGEWINDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) S Z 3 QZ3: F ❑ W O Q W Op O Z0Z 0W3:M LLL I- Lu Z ZO=9Q LL O HO _v)(L U U�HZaL..�a 5 Z p—�jU� Q F?uwZOOco L, U �Q�QO�FFOZ W Lu d'(A0WlnW LL�a. O_ju>CL Zr O WHA w=hy a a w3:Wa ORE W P�•�CENS.G,Q.L C� FL 'v No 58201'P .a:= L ;K= 9 STATE OF :W' z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 1 10/10/13 CWS -871 C ALE: SHEET 1:20 4 OF 5 . . ... . . . ... SEETABLE I WW 1/4" MAX SHIM CWS.CCA34474 8200 PVC HORZ. SLIDER IMPACT . . ... . . . . .. . TYPICAL HEAD ANCHORAGE • • MIN. E BEDA`ENT • • • • SEE =A ISE 1• • • :F --SUBSTRATE• • • • • BY OTHERS MIN. EDGE DIST.• • • • 114" OA4S • I SEE TABLE 1 SEE TABLE 1 • • • • • • •• • • SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. MIN. EMBEDMENT o0 SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 • • • • • • • • BY INSTALLER INSTALLATIC1V CHpR INSIDE AND OUT SEE T✓hI•E 1 • • • • • • SEALANT BEHIND O • • • FLANGE BY INSTALLER 1/4" MAX. SHIM • • • • • • INSTALLATION SEE TABLE 1 1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER O PERIMETER SEALANT MIN. EMBEDME BYINSTALLER SEE TABLE t IN AND OUT SUBSTRATE BY OTHERS � r / z I�I SEE TABLE 1 -i MIN. EDGE DIST. /� SEE TABLE 1 LA VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INS TALLER �� HOR¢ONTAL SECTION 5 TYPICAL JAMB ANCHORAGE PERIMETER SEALANT� \ BY INSTALLER 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. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I ADE 10/10/13 ✓G #: REV.: CWS -871 C ALE: SHEET 1:2 5 OF 5 WINDOW SYSTEMS L_—�1900 MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SW 44TH AVE. SEETABLE I WW 1/4" MAX SHIM CWS.CCA34474 8200 PVC HORZ. SLIDER IMPACT S ETABLEDMENT g z 3 ¢Z3 W PERIMETER SEALANT Z W J O ¢ o W BY INSTALLER INSIDE AND OUT W Q Z O Z Q N 3 0 Of 3 m INSTALLATION ANCHOR Q~ Z O ZZ w o_ Z 2 m �=0-M SEE TABLE I BEHIND v OF -O O U) 1-- Z(L I— O G. SEALANT – OO FIN BY INSTALLER Z (0 � j U �C1 HORIZONTAL SECTION 5 Q -–Z LL 7 0 O LLZ O H O_ TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION F m g F I- O > L) W Z(n Lu 0JfnF CL co O WF0 wo>_ H Lu a a O3a. %�``0111111118" p1I)RE W ✓��4, TL � JQ9.•�CENg .'Q��i L�9' 'tet No 59201 PERIMETER SEALANT� \ BY INSTALLER 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. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I ADE 10/10/13 ✓G #: REV.: CWS -871 C ALE: SHEET 1:2 5 OF 5 BCIS Home I Log In User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications Contact Us I BCIS Site Map Links Search Florida 4 ',; *.�' Product Approval re ..rrt�aatt++tt ��yy�� °� USER: Public User Produrt Annrnvrl Menu > tarch > Annliratinn I ict > Application Detail GS_ FL * FL11103-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived n Product Manufacturer Custom Window Systems Inc. ' • • • • Address/Phone/Email 1900 SW 44th Avenue • • *000 •' • Ocala, FL 34474 • • • • • • (352) 368-6922 Ext 291 • • • • • i jlathrop@cws.cc • • •' • • • i • • • • Authorized Signature Jay Lathrop • •' • •••••• • • • • jlathrop@cws.cc • 0000 • •' • •••••• •••• ••••• Technical Representative Jay Lathrop • • • • • • • • �' • ; Address/Phone/Email 1900 SW 44th Ave • ' Ocala, FL 34474 • ' • (352) 368-6922 Ext 291 • • • • lathro ] P@cws.cc • • • • • •• • • • • • • Quality Assurance Representative Jay Lathrop •• 0069 Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE R Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 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 Product Approval Method Method 1 Option A Date Submitted 04/09/2019 Date Validated 04/11/2019 Date Pending FBC Approval Date Approved 04/18/2019 EL R Model, Number or Name I Description 11103.1 SGD-8900 PVC Sliding Glass Door. I SGD-8900 PVC Sliding Glass Door. 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, DP = +/- 60 psf, Max. panel size 4'x 8'. Config. include OXXO, OXO, OX, XO. Glass complies to ASTM E1300-04. Certification Agency Certificate FL11103 R4 C CAC CAR 138-1096.12df FL11103 R4 C CAC CAR 138-1327.Ddf FL11103 R4 C CAC CAR 738-1612.Ddf FL11103 R4 C CAC CAR 138-537.odf Quality Assurance Contract Expiration Date 05/29/2021 Installation Instructions FL11103 R4 II CWS -298D (SGD-8900. IMP. HVHZ).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R4 AE EvalReport298D.Ddf Created by Independent Third Party: Yes Back Next • • • • • • •••••• •••• • • rnntarr llc phone, 8ef1-487-1A24 • • • • • • The State of Florida is an AA/EEO employer. Qnvriehr Jnn7am Starve of Florida_ :: pdvary Statement :: Arrwccihility Stae•,w,•:: Refund &11lA • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-recaFd4?eMuest, do not sena electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.p rsuant to Sectiyyij 11 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with aR iea8 ess if they haW one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do ryot wis4 W supply a p•rweebaddress, 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 hwre. •••••• • Product Approval Accepts: • • • • • ONEt M • • • • • • Credit Card Safe TURNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trl. Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 298D April 8, 2019 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. with SG Interlayer, 4'x6'8" nominal panel size max. with PVB Interlayer 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 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: %t�Nturtttrryr T 0000 i 1) This report, prepared by Lucas A. Turner, P.E., at 2428 Old Natchez Trc Trl, Qamden, TN' .... • • • • • • • 2) Approval drawing CWS -298D, signed and scaled by Lucas A. Turner, P.E. '..' •• •� 3) Test Reports NCTL-2i0=3956-1 and =1A, from National -Certified -Testing Labioralouies, Orhafitlt, — Lucas A. Turner, P.E. FL, signed and sealed by Gerard J. Ferrara, P.E., and Test Report CWS-021-02-01:,01tom PRI ' :•••• FL PE #58201 Construction Materials Technologies, Tampa, FL, signed and sealed by ZachaX� lVariest, P.to• • a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101•/M'.Z/A440� �'••' 0000. 00.00 0000 2009, and ASTM F 1 986/1 996 2005 ' 0000 0000.. 4) .. .. Supplemental calculations to support CWS -298D, signed and sealed by Lucas A..Turner, P.E. • •, • 0000.. 0000.. Installation: Units must be installed according to approval document CWS -298D. • • • • • • 0000 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 Type A (SG), and up to 48 7/8" x 77 1/2" panel sizes (80" max. door height) with Glass Type B (PVB), with max. glass daylight sizes as shown in CWS -298D • 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 • Glass Type A requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA #17-0808.02 • Glass Type B requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NOA #17-1114.14 • Requires Quanex (Mikron) white rigid PVC framing per NOA #17-0206.10. I have evaluated the material in this NOA and find that it complies 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 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. %t�Nturtttrryr T i y �l • No 582€ 1 • � r Lucas R ~ 4/8/2019 Turner 9 : ; �: Lucas A. Turner, P.E. 2019-04-08 = `. srATE of ,= fir: FL PE #58201 13:08+19:00 MA: MA HEI SEE SLIDING GLASS 000R•:IKf A- :T:•••: •:• •• • • • • • • • • • • • • • • • 000 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 MA: HEI SEE D A A `6J 191 1;8" 48 7/8" MAX UNIT WIDTH MAX • PANEL WIDTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO 41314" GLASS COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND 48 7/8" �• ly • •�II� • • I • UNIT DLO n n X 96 x96 WWW.CWS.CC 41 3/4" 3HT -- -- SLIDING GLASS -- -- HART +/-60 PSF :UNIT — DLO — I) B MAX PANEL HEIGHT SEE CHART O GLASSDLO SEE CHART X p w 0 w o a X L`, •• 0: •I ••• •! • • • •I •• • • I O X MAXUNIT h w ?i Z � GLASS Z D O 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 MA: HEI SEE D A A `6J 145 13116" 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO MAX UNIT WIDTF COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND 48 7/8" IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY MAX HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. PANEL WIDTH n n X 96 x96 WWW.CWS.CC 41 3/4" -41314-- 1314"GLASS 8900 PVC GLASS SLIDING GLASS UNIT GLASS DLO +/-60 PSF :UNIT — DLO — — — HART ASTM E -1300-04e01/09. 1- p w 0 w o a :;HART E O X MAXUNIT h w ?i Z � GLASS Z D O X O MAX PANEL HEIGHT SEE GLASS DLO SEE CHART SEE HART RFOIIIRFD. CHART L I 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY It F g50w -� It H > L) O ---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 MA: HEI SEE D A A `6J GENERAL NOTES: 96' MAX UNIT WIDTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO 48 7/8' COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND MAX IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY PANEL WDTH HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474 n n X 96 x96 WWW.CWS.CC 41 3/4" 3. APPROVED CONFIGURATIONS: "OXXO", "OXO", "XO" "OX" 8900 PVC GLASS SLIDING GLASS UNIT DOOR - IMPACT DLO +/-60 PSF 'HT LARGE MISSILE IMPACT INFILTRATION TEST PRESSURE, AND GLASS TABLES J HART ASTM E -1300-04e01/09. 1- p w 0 w o a 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE E O X MAXUNIT h w ?i Z � GLASS Z HEIGHT CALCULATIONS. OLD L)O O ai 0 V a F u- a yZ SEE CHART ¢ SEE HART RFOIIIRFD. > Q_ w W p 0 LL_ 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY It F g50w -� It H > L) O WELDED.w GENERAL NOTES: I MAX. PANEL SIZE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS IL�I�/I IIL�%J COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474 n n X 96 x96 WWW.CWS.CC 2. GLAZING DETAIL: (SEE SHEET 2) 3. APPROVED CONFIGURATIONS: "OXXO", "OXO", "XO" "OX" 8900 PVC 4. DESIGN PRESSURES: SLIDING GLASS -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR - IMPACT TABLES ASTM E -1300-04e01/09. +/-60 PSF -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER LARGE MISSILE IMPACT INFILTRATION TEST PRESSURE, AND GLASS TABLES J � ASTM E -1300-04e01/09. 1- p w 0 w o a 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE w ?OK Z M 00 DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL 9 h w ?i Z � WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z z x 2 a = w O O CALCULATIONS. 0 L)O O ai 0 V a F u- a yZ 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ 000 uj — Z) U - RFOIIIRFD. > Q_ w W p 0 LL_ 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY It F g50w -� It H > L) O WELDED.w a OprrU)pwinw w J 0� SERIES 8. /MODEL DESIGNATION: SGD 8900. 0 =a Ou~i w F- O 0- x cr 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: CL 3: 111 ~ a W a X=OPERABLE SASH, O=FIXED SASH. 11, 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. `````,,��OR101", `� g ; • C F N ••., G •� SF Py. 11. EXTERNAL WEEP SLOT = 1/4) 1" LOCATED 4" FROM BOTH ENDS. .` VP; zl :- •• No 58241 t�9 Lucas Turner 2019-04-08 E 13:23+19:00 CONFIG. MAX. UNIT SIZE I MAX. PANEL SIZE DESIGN PRESSURE GLAZING IMPACT RATING RATING TYPE (Sht.2) n n X 96 x96 ` 48-7/8" x93-1/2" LO 41-3/4" x 86-3/8" +/-60 PSF ARGE MISSIL IMPACT 96� A OXXO 191-1/8"x96" A X 96 x 80 48-7/8" x 77-1/2" IDLO 41-3/4" x 70-1/4" +/-60 PSF B LARGE MISSILE IMPACT OXO 145-13/16' x 80' B OXXO 191-1/8" 80" x B 4/812019 LUCAS A. TURNER, P.E. FL PE 9 58201 2428 Old Natchez Trace Trl Camden. TN 38320 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 06/03/08 CWS -298 D 'GALE: SHEET 1.33.33 1 OF 6 . ••• • • • ••• 1231 • 21 J • f2(b (2Zi • • • � I • • • 00 • • .. • **C2#11: 7,:::** 000 SECTION BBo--- PAIR OF ANrHORS AT EACH 2 SPACING NOTE: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION C -C FIXED PANEL ATTACHMENT QUANEX DURASEAL IG SPACER 1' OVERALL 3116" TEMPERED 3'8" AIRSPACE 716" LAMINATED GLAS, 3116' ANNEALED GLASS 090 KURARAY SENTRY GLASSINTERLAYER 3116" ANNEALED GLASS 1:1.33 LASS TYPE XL EDGEING SPA PURFECT GLAZE "H" SIKAFLEX 552 I 13/16" GLASS BITE V OVERALL 3116" TEMPERED 318" AIRSPACE 7/16" LAMINATED GLASS 3116" ANNEALED GLASS 105 KURARAY PVB INTERLAYER 3/16" ANNEALED GLASS 1:1.33 GLASS TYPE B _E "H" WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT z i:`cz3: E F wO wwob z w 10 ow w zpz w—?F Z z=2awwoo O OF-odQwF zG-FwcL Z p 0-ZI.-Z1� Q HZLL20OtLU 2SO�I-FO— Z w I It (f) w (/) w z J a 0) � O wr0 wCOw>- a M W L ,,�` pAORE W, TG,�� VP5•�.CE Ng�.•�yy v : No 58201 •: �'1 �90i STAIE OF BITE �fZ 4/812019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Trl Camden, TN 38320 PH. 941.380-1574 SHEET DESCRIPT ON: SECTION VIEWS - OXXO AND GLAZJNG DETAIL DRAWN BY: DATE: ADE 06/03/08 DWG REV.: CWS -298 D SCALE: SHEET 1:2.63 2 OF 6 SECTION D -D SECTION E -E NOTES; 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. bm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT < Z <Z3: oWo W<Wod Z o T82 Q�Mw- a0�}OW!m • • ... ........... Z (A Q u-zjU� < P=-�OOOLLZ <50w -mo- < . ........: Oln Wu)OJtnw a O WHA w=SU) �a : v : No 59201 • • • • • • • ••• SECTION D -D SECTION E -E NOTES; 1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. bm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT < Z <Z3: oWo W<Wod Z o T82 Q�Mw- a0�}OW!m u- Z F -W Z�-3:21 Z=M<WWOO O OmOd<mvfa Z Z (A Q u-zjU� < P=-�OOOLLZ <50w -mo- < X2121 1}-Cn0 W Oln Wu)OJtnw a O WHA w=SU) �a v : No 59201 STATE OF ;1V`U 0 11 s/ONA,�N,��. zz 4/812019 LUCAS A. TURNER, P.E. FLIP # 58201 2428 Old Natchez Trace Trl Camden, IN 38320 941-380-1574 SECTION VIEWS - OXO AND XO/OX ADE 1 06/03/08 CWS -298 D TALE: SHEET 1:2.63 3 OF 6 P-4218 39 1 P-3302 JEL TOP/BOTTOM RAIL, SGD JEL SIDE RAIL, SGD JEL, INTERLOCK, FIXED JEL, INTERLOCK, OPERABLE RLOCK, SNAP-ON RAGAL, SGD. .LER, TANDEM IM SEALER, SM -5504 BLOCK, 85 DUR. 1/8" X 7/8" 4FLEX 552 OR PURFECT GLA, TP., 0.270 X.187, BACK FINSE ;3/4" QUAD PHILIPS, TEK x 2, HEXHEAD, TEK I PLUG, 1/2" HOLE X 1" HEX WASHER HEAD, TE :K 8 HANDLE KR, PVC, SGD KEEPER RTISE LOCK x 2, PAN HEAD PHIL, SMS VFORCEMENT, ALUM., PANE VFORCEMENT, ALUM., PANE :D PANEL CLP /ER, FIXED PANEL CLIP 515/1x' VENDOR MATERIAL y MIKRON PVC •— —•—r♦ • • • • '{ _ F- MIKRON PVC • • • • q J 1 4) KEYMARK PLUM h • • • • • 211/16" MICRON PVC 17/8- 0 • • • • • • • • • 1/8" L MICRON PVC 'o�1��Ej❑�� 1/8" MIKRON PVC I� MIKRON PVC • • MIKRON PVC JIVC OU� FAME - 6041 • • • REINF. - 1993 • • • MIKRON PVC • • • • • • • • • • • • • • • •• • • ••• • •• SULLIVAN STEEL • • 1'17/8 �i • • • • 1 M7I'—y 1 7/8" - SCHNEE • • • • RANK LOWE RUBBER 4 KA/HENKEL ULTRAFAB 7• • • • * 5 FASTENAL ZINC • • • • • • • FASTENAL JNC 3 9/18• • • • • • • g 9/36" 3 9/16" M&M NYLON • • • • • • FASTENAL JNC • • • • • • • • • • 1/8" 1MFSRIIRY STFFI .. 1/8' 1/8" KEYMARKI PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033 NUM, SGD, SILL KEYMARK ALUM 1/2 2" j--21/16" TRAGAL, SGD KEYMARK PLUM NUM KEYMARK PLUM e 25 61 SGD MIKRON PVC MIKRON PVC I MIKRON PVC 3 N16" 1/16" 31/16" 2 5/8" MIKRON PVC 1/8"-1116" MIKRON 1116" MIKRON PVC MI 0.2" X 1.25" DUST PLUG ULTRAFAB RESHOLD COVER (8900) KEYMARK PLUM — 1" X7.1" X0.7" DUST PLUG ULTRAFAB PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP -4295 FIXED PNL COVER - 1597 0.330" X0.187" BACK FIN ULTRAFAB 2 11/16" PVC ASTRAGAL - 6043 SULLIVAN PVC1/8" 1116, 518" 1/Z" -"I i J J35 1�� r 73!16"" ROLLER TRACK - 1930 ,.-- 3/4" 1116" — 28) 1 SILL THRESH COVER -1764 PVC SCREEN ADAPTOR - 6045 7/W� —23/16-- 1 3116' FRAME CONSTRUCTION -M WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc -4 8900 PVC FRAME CORNERS SCREWED TOGETHER 1:10 VENT CONSTRUCTION VENTS FULLY WELDED 1:10 1 5/8"--{ c) 213/16 1 15/16" 118" 1116' L REINF. - 1775 HIGHRISE - 1737 2" — 3Z 1 314" 1/16" L PVC WELD SUPPORT - 6046 43/8" i 311/2" U` -� 1HM 11/4" 30) 9115" 8. L 1/16" 1 1116" 1 1/ PVC SCREEN CHANNEL - 6044 DVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 PVC SCREEN TRACK - 6C41 REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063•T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD - 6037 SLIDING GLASS DOOR - IMPACT a z � <Z3 Z W-10<wI-1W W u- ZOZ G_L-ZL- F-w�ZOF�M2 Z z=2awwp0 0 Z—O—ZFDN 4 OZOOZO 0 �- u-- X20 W of u�wo>owcnw Cn a _ wy _~� cr w DREW ` JVPS•��GENgF GQy. v . No 58201 : 9 STATE OF :•�/� : '�iO�F'•. C opt 10 P� Nom Z 4/8i2019 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trace Trl Camden, TN 38320 PH. 941-380-1574 BOM AND EXTRUSIONS I ADE 1 06/03/08 1Gk: REV.: CWS -298 D ALE' SHEET 1:2 1 401`6 6" MAX. — (TYP) 18" MAX O.C. GLASS TYPE 13" MAX O.C. GLASS TYPE • • ••• • • ••• 8" (TYP) (TMP).,.. (TYP)••,•.,..,. I • ••• a • • •1. • • -.-v �irrl I ANCHOR SCHEDULE At BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. NOTES 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4!8;2019 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RES STANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A. TURNER, P.E. PROTECTED TO PREVENT REACTION. FL PE # 58201 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 2428 Old Nathez Trace TO Camden, TN 38320 SPECIFIED IN TABLE 1, SHEET 6. PH. 941.380-1574 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS CWS -298 D FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX'NINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS). CALE: • • • • • • • • . • • • 5 OF 6 • . • 00 00 1 • • • • • • • • I • • • • • • • • i I I I ANCHOR LAYOUT NOTES: cuoibm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SLIDING GLASS DOOR - IMPACT Q 3Q H OWQ tow8O u- H W Z H3:� 2 Z Z= m Q w W O O O Ov1OQaFu~ia (n Z _ Z Q o-ZF-UN Q F §z 22t- w �SO�FFO- Il Q0�aiow�w of u- (n W QJ(nH a p uj 0 w=�>- a a W�a 'ORE W `VP�• O E N S�.• �Qti.� v : No 58201 •t`r-P o:iz- STATE OF:�(4 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. SHEET DESCRIPTON: 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" 13 PRESENT. LOAD BEARING SHIMS SHALL ANCHOR SCHEDULE At BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. NOTES 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4!8;2019 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RES STANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A. TURNER, P.E. PROTECTED TO PREVENT REACTION. FL PE # 58201 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 2428 Old Nathez Trace TO Camden, TN 38320 SPECIFIED IN TABLE 1, SHEET 6. PH. 941.380-1574 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 SHEET DESCRIPTON: BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE At NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN 9Y: DATE-7- ATE:8. 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. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG# REV.: 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS CWS -298 D FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX'NINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS). CALE: SHEET 1.20 5 OF 6 TYPICAL HEAD ANCHORAGE USSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. 2 7/16" MIN. MIN. EDGE DIST. • • • • • • • • • • • • • • • • • • SEE TABLE 1 • • • • • • • • • • • • • • • 3/16" ITW TAPCON 1" " • INTERIOR • • ••• • • • • ••• SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT DO NOT CCVER WEEP HOLES SUBSTRATE BY OTHE SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 • • • • • • .......... . .. -1/4"MAX. SISIM� •� • • ••• • •• • •• • • ••• •• 1/4" MAX. SHIM -+ MIN. EMBEDMENT SEE TABLE 1 27/16" MIN. •• • • • •• ••• •• INTERIOR • ••••• •• • • • • • �� • • • • •• •• •� • • • • •• •• e \ • • • • • • • 41141,110 • • MIN. EDGE DIST. SEALANT BETWEEN an SEE TABLE 1 \ SILL RISER AND FRAME i Q BYINSTALLER I / L PERIMETER SEALANT BY INSTALLER —' INSIDE AND OUT 0 � SUBSTRATE BY OTHERS —� � SEE TABLE 1 i B HORIZONTAL SECTION EMBEDMENT TYPICAL JAMB ANCHORAGE SEE TABLE 1 SEALANT UNDER SCREW `" F--2 7:16" 1 -I MIN. EDGE DIST. HEAD BY INSTALLER MN. SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS USSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. 12" 2.0 KSI MIN.) 3/16" RW TAPCON 1" CONCRETE (2.85 K - V HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" " HOLLOW HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" MMAX. 8" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8" 1" - 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 1" 16 GAUGE (D.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEX OR INV FULL THREAD FIXED PANEL CLIP (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING / FULL THREAD BE LOCATED A MINIMUM DISTANCE OF 3" AWAY 1/8" STEEL 133 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 FROM AN" MAIN FRAME L FIXED PANEL CLIP ANCHORS INTO: ANCHOR. CONCRETE (2.0 KSI MIN.) OR 3/16" ITW TAPCON INSTALLATION HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) ANCHOR(TYP) FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL CONCRETE (2.85 KSI MIN.) OR 3/16" ELCO ULTRACON 1-1/4" 2 - HOLLOW OR GROUT -FILLED CMU (ASTM C-90) NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. 4 INSTALLATION ANCHOR SEE TABLE 1 TWO ANCHORS PER FIXED CLIP THROUGH PRE -DRILLED HOLES 1/4' MAX. SHIM FIXED PANEL MIN, EMBEDMENT SEE TABLE 1 FIXED PANEL EDGE DIST. SEE TABLE 1 C HORIZONTAL SECTION � 6 / FIXED PANEL ANCHORAGE (omobym- We WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8900 PVC SLIDING GLASS DOOR - IMPACT Q Z aZowo� Z W J❑ < Wob oz W 0 HWZ ZOFW�2 Q 3 Z Zm2<m'OOO O Z-OZZF7w ZOOUtn �U- F=Z ;RoOu- <SOw-FO- Z W ODtrwOWfnW LL D W J a R WFo w=m>- M WSW a a %% o`"olkE W �T'�,. JVpy��Gg� EN No 58201 t 3 �0: STATE OF 4/812019 LUCAS A. TURNER, P.E. FL PE1 58201 2428 Old Natchez Trace TH Camden, TN 38320 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE I 06/03/08 CWS -298 D ALE: SHEET 1.2.67 6 OF 6