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WS-18-3774Miami Shores Village 10050 NE 2 Ave Miami Shores Fl- 33138 305-795-2204 Permit NO.: WS-12-18-3774 E--,,-,."r---ssificaffon: Permit Type: Windows/Shiners Window/Door Replacement Permit Status: Approved Issue Date: 01/09/2019 F7xpiration: 07/08/2019 Location Address Parcel Number 177 NW 105TH ST, Miami Shores, FL 33150 1121360080100 Contacts CARLOS PERIQUITO Owner 177 NW 105 ST, MIAMI SHORES, FL 331501243 FLORIDA HOME IMPROVEMENT Contractor WAYNE THOMAS BURNETT 3850 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 Description: REPLACE 1 DOOR AND 3 WINDOWS Valuation: $ 18,227.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $11.40 DBPR Fee $2.10 DCA Fee $2.00 Education Surcharge $3.80 Scanning Fee $12.00 Technology Fee $3.50 Windows/Shutters Fee $90.00 Total: $174.80 Payments Date Paid Amt Paid Total Fees $174.80 Check # 42101 12/28/2018 $50.00 Credit Card 01/09/2019 $124.80 Amount Due: $0.00 Building Department Copy In consideratio of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining, ertaining they to and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village ac pting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permit r uired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWN . I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re n ,�truc nd zoning. Futhermore, I authorize the above named contractor to do the work stated. Authored Signature: Owner / Applicant / Contractor / Agent Date January 09, 2019 Page 2 of 2 From: 12/28/2018 12:44 4k123 P_001/002 pv\ Miami Shores Village Building Department 1.MS0 N.E2nd Avanu% Miami Sfiora4 Florida 3313E Tat (305) 795-2204 Fa= (305) 7564972 INSPECTION/ LINE PRONE NUMBER: ("5) 7fi 4" DJC 2 8'2018 FBC 20 � � -' BUILDING Master Permit No. f N 1 -`��� PERMIT APPLICATION Sub Pem* No. ®BUILDING ❑ ELECTRIC ROOFING 11REVISION EXTENSION RENEWAL [3PLUMBING ❑ MECIIANICAL ❑PUBLIC WORKS 0 MANGE OF ❑ CANCELLATION [] Sl♦Op CONTRACTOR DRAWINGS JOB ADDRESS:-11-4 1. U-1 lli� �' FoVq/0%m*Rh jL- ZiSe - - Qj O O k ON "Wt Nlstorrlcal Deny . rK w dated: Yes NO O=Pancy TYPe: Load: Construction, Types Flood Zone: Bid: FM Name (Fee Slmpre TW9holderl: C�✓1.� 41 n CRY ' —1 C' ! State: Tanant/Lessee Name: NIA zip: U Email: N/A PhonWh NIA CORMCTpft Company Name: FLORIDA HOME IMPROVEMENT' ' 4"�24415 ,address: �4070 8W 30 AVE �� City. HOLLYWOOD state: FL p; 33312 Quallfier Mane WAYNE T. BURNETi State Certification or Retlstration k OCC061890 Phone#: DESWNER: ArchiteeVEnamer; MIA C rditcate of competency Address: NIA Phoned WA .-N/A state: Yalua Of Workfor thk Permit» $_ %� � IA ZIp: NIA —� Type of work: ❑ AddlUon ❑ Afterstion JN waan�UneaR Footage of Work; N ❑New Description atworic REPLACE / �� ^ ®Repair/Raplace ❑ Demolition -PecVP color of color thru Submittal Fee Permit Fee $ SMRMs Fees CCF $ ao/cc Radon �; Taehno{pDSPRRy tea s $ No Stniewral Rav*ft s TnHnlndEt(ucation pees S -�-- BMW S TOTAL FEE NOW DUE $ From 12/28/2018 12:46 #123 P_002/002 Banding Company's Name (if appikable) N/A Bonding Company's Address N/A cftY NIA State NIA up N/A Mortgage Lender's Name (if applkeble) N/A MOrtI1380 Lender's Address N/A oty N/A state N/A Zlp N/A Aypl[tatlon h hereby made to obtain a permlt to do the work and Installations as tndiq=ed, I certify that no work or irtsallatlon has commenced prior to the issuance of a permit and that all work wql be Wlbrrned to meet the standards of an laws C " In this JwigdlWon. I understand that a saiNrpte permit must be secures {� �pR� PWMBINO SiGNS�ad� FURNACES, BOiLElLS,1tEAWJtS. TANM AIR CONMONM, VM'.» .POOLS, OINNM AFFit Vg. I C 01V that On the foregoing Informat)pn Is accurate and that all work wtl1 be apprliable laws regulating canstnietlon and toning. done In cumplianae with all "WARNING TO OWNEW YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEIIIT MAY RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. OF YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." IVO&V to A1gWkent: As a candfdon to the is 9=W of a budding pwm t wfbb ail e&Rw rd "Ifue Worrdsr fQM that o Copy of the nvalce Qf WmMe)raement and COnsbu�r fkn law h mchum nB b# de the oift Me rt mils! forMO eMt �t sebJ00 to att ffChHWrrt Ako a r4rttd cvPY ctthe reaordL-d wflf be dellherled b diwe p h:spretlon wi<II ocur s sewn ° r me brr!!dleF perry ,� a�� mWt be POnW at t* job sRe PAwrs�r and o r�rwPectla+ jee wpf br tftarped ° ,Sur patsted Watley the Signature Sigrtatunra or A6D+IT The foregoing InstrurnOnt wet acknowledged before nm this --1-9 doy of &t4— , o 2Qr.. by f�rlo c fib.•."oru'd r� Who is p me or who has produce( as identification and who did aloe an oath, NOTARY PUS; CONTRACTOR fie fastr ng inument was a dorowledged before me this day of h-ez 20 wk �� -� ,,A, by erYone kn me or who has produced k%nt1ficW0n and as ►vh0 did Lake an oath, NOTARY PUKK% A Print:J>l/ (0 Seal: t•,t ABOI EL R. CAS Prim .I MYCOMMISSION#GGD?M EXPIRES: Sant: Wrch 6. ZM �•*�+�w�stss�7hu N*,ry R[dkUnd�,rRi APPRQVED BY (� PianS Exeminer Structural Rwiew iA'wedaa�hoi� u. MIGUEL A MERCADo, MY COMMISSION P GG085745 EXP 'IRES APril 19, 2021 Zogfr>Ig Oerk Property Search Application - Miami -Dade County Page 1 of 1 W,-1�74k, 4� OFFICE OF THE PROPERTY APPRAISER , Summary Report Property Information Folio: 11-2136-008-0100 Property Address: 177 NW 105 ST Miami Shores, FL 33150-1243 Owner CARLOS E PERIQUITO &W MARCIA Mailing Address 177 NW 105 ST MIAMI SHORES, FL 33150-1243 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/2 Floors 1 Living Units 1 Actual Area 1,516 Sq.Ft Living Area 1,153 Sq.Ft Adjusted Area 1,348 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1949 Assessment Information Year 2018 2017 2016 Land Value $196,886 $196,886 $164,440 Building Value $93,983 $93,991 $93,999 XF Value $394 $398 $403 Market Value $291,263 $291,275 $258,842 Assessed Value $138,606 $135,756 $132,964 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $152,657 $155,519 $125,878 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNING MIAMI SHORES EXT 4 PB 48-20 LOT 10 BLK 204 LOT SIZE 75.000 X 122 OR 15888-0804 0493 1 Generated On : 12/18/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $88,606 $85,756 $82,964 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $113,606 $110,756 $107,964 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $88,606 $85,756 $82,964 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $88,606 $85,756 $82,964 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/1993 $70,000 15888-0804 Sales which are qualified 05/01/1978 $43,000 10057-1254 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 12/18/2018 Rorida Maine Improvement Associates Broward Tel: 954.792.44IS Licence No. CGC 061M / Qe44818 Miami Dade: 305•S454469 30" Sw 42" St., Ft. Lauderdale, Fl. 33312 FLORIDA fax: 954-792.2170 ©� Job: L HOME IMPROVEMENT ASSOCIATES Web: www.fhaproducts.com Email: IMo@fhaproducts com .f) Replacement Windows Contract Q �- Owner: r/ I�2I (( o _ Home Ph: � m 57- `4- 7 - 3v y All Ph: Co-owner l /V l� ZD S Erhan: m A x 1 !4L ?c 21 1M A / ` NA-0 c m ST-"— ST_- ►MIAM ( 1111. 7? 1 S o Address I v"(-''S County State rap �� This Contract is made and entered Into this day of �C - 20y and between FloAda Nome Improvemern wssouxes, Inc, a Florida Corporation known as ("Contractor" or "FHIA'), and Owner(s) named above of the property located at the address listed above known as (-Owner-). The Contractor agrees to perform the work described below at the property listed above: 1) Remove existing units to be replaced (Note: Removed items are likely to be damaged.) 2) Prepare opening as necessary to receive replacement dnits. waxy �� , 3) Windows: FHIA Energy Storm Saver Aluminum Insulated Aluminum Non -Insulated 4) Doors: _�_ FHIA Energy Storm Saver Aluminum Insulated I Aluminum Non -Insulated .et..�t. Glass: MAilo � cv CL_ (+(Impact () Non -Impact ) Frame Color: White Bronze: _ B/W _Tan: _Grey. _ Mill: _ Grids Double Hune Single Hunt I&& Casement ►korr ture Wlnd3-11L Yes( ) No (1 Qty:_ Qty:-L- Qty:_ QtY:_ Qty:_ AFA Standard Custom' Active F l Lii RH 1/4 Q 1/4 1 1/3-1/3-1/3 Sliding Glass Door Single French Double French Geometric Qty: _ AA Af FA FAAF 14 F Door Qty ( Doors; Otv: QLr_ Qh:_ Qty:_ Qty:_ ) IRH 1 ) LH ( 1) RA ( ) LA 1 1 5) Work to be cgmpleted as stated on the accompinying worksheet. Work NOT to be completed; _4- 0-0— 6) If applicable, 7) Special instn bars. Kee p,� ±rth Owne Discard Initial Here: k- 1Tf 1 4 4_.E . -rn w d Cleanup job debris and provide necessary permits and insurance. If applicable, in the event that Contralctor is unable for ilihatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. Add' ' n I Work: o finish work other han normal installation is to done unless noted be w) v sL , J. I /k �c� .lam ✓� � c- V [ A) r J U t rr _ _ W Au f W+'EtL- Warranty: Contractor will provide warranty information ty) Q�ner within 30 days after completion and final payment. Schedule:: Contractor shall commence the work within Schedule: /! days after execution of the Contract (The "Commencement Date) and shall endeavor to complete all work hereunder within 10 days after the Commencement Date. ey selecting the finance option for the partial or full payment of this project. The Owner agrees to sign all finance completion forms the final day of installation. The scheduling and completion of the final inspection will be scheduled for the next available day and AU checklist items, parts, replacement or damaged product reorders will be completed In a timely manner as part of our service policy. Initial Here_ Pbtbe to the owner, if financing Is being obtained by Owner. a) Do rot sign this Contract or any financing document In blank. You are entitled to a copy of the contract at the time you sign. b) The financial documents provided by the lender to this home Improvement contract may create a Ilen on your property. c) Be sure you understand all provisions of the Contract and financial documents before you sign. TOTAL PRICE $ ` 61 �r, .00 Deposit to Order: $ .00 Sales tax: $ � .00 Payment Day Job Starts: $_.00 Total Project: $ IV1 , -7 DO Installation Completion: $ / v y.00 Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, Owner agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a Change Order or other written amendment signed by both parties. The waiver by any party of a breach of any provisions of this Contract shall not operate or be construed as a waiver of any written amendment or waiver of any subsequent breach by any party. You the buyer may anal this Contract at any time prior to midnight on the third business day after the date of this Contract. in witness whereof, the parties hereto have read, understand and agree to both sides of this Contract. Se me a explicado el contrato en su totalidad y entiendo todas las condiciones de este contrato. Both parties execute this Contract and the owner(s) agree to pay the balance due under this Contract und� as of the day and year first above written: M om�� Owner Prim Co-owner Print Contrar7 r Re resentative Print Owner Signature Co-owner Signature Contracto ipresentative Signature HOME OWNER ASSOCIATION: Name: Phone: YES ( ) NO ) Property Name: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 InIR-ection requirements for. Windows Doors Sjgyh is or Fixed Glass (daddinpJ 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, shuns, 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). e4'q1Oj ,-. -7�0' Date Print Name . • .•. . . • . •. .. .. . . . .. .. . . . . . . . . . . . C. a 5 _ (� ('C P ' - 9 h p - �p i� \\ V (mph) 175 1620 FBC for HV HZ, or Fig. 26.5-1 a ..,k Category 11 Table 1.5-1, page 2 ExPosuro C SceOon 26.7 Kd 0.85 Table 26.6-1, page 250 Kn I Figure 26.g-1, page 252 GCpi 0.18 -0. 18 0.55 P. Wr of reol' 3'2 14.0 d-- thaa 14D degrca Engineering Ce suhants, ne, i j Wind Velocites in South Florida 1509 SW 30 A e, Sul{pA Boynton B_c� FL 3'343� • � • • • • Dade Broward Palm Beach (r FLEA#001�1 % - •• • Rik Ca t.1 165 156 156 I—riskto huen- farms, .d0-6 � kcal. 175 170 170 Sbt Ic Fanul R,id-. • . • 000 '• •' -�� • al. 186 Igo IgU E-ual Facilida 0) ntstuctbns and limitatpns of Use _ 1 Charts rovide wind pressures based on the mean roof height. And shall not exceed 60'-0". i 2 Des n ressures are for an enclosed builindin shutters or other im act resistarxe mtection r uired . ra 3 User sha a ne a me roof [ E hl+ (Pock I 4 End zo a istan i t e le son 10 of n 0% o th, or 40% of the mean roof height and not less than T-O" L 5 I(50% of a m ne is ilp pVicuWrjone t n that compoijent is considered to be in zone with the majority of the area. If uestionable then lace in Zone 5 v a Each com en win w, ul o n e ibuta area t t is area to be used. Area of oom nents to rounded down but shall not bo less than 10 sf. =- 7 For NOWethat r uiree Kd=%O there nul 11•e e#ues•s!d herein b 1.18. ! v J I 8 Wind assures are based on Allowable stress design.ti 9 Des n ressures listed herein are valid for Exposures B and C and exposure D. max roof he ht 30' l r 1 10 Charts and values listed herein are onlyvalkf when s' ned dated, and sealed b GaryMcDou le PE #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012`- 11 Wind des' n ressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is wild for FBC 2014 5th edition and 2017 69h edition ! :^ 12 No reduction is taken for slopes less than 10 de roes. 1 L�I a Q "QzSpecialty � ❑ W ❑ J J Q F W C Z Q C � J -� LL �r z `. J C-- l Area ofw nwt 10.0 sf Area ofwm nwt 15.0 sf Area of"eom component 20.0 sf Area ofwm nrnt 25.0 sf Area ofw "'a 3&0 sf Arcs ofwm nan 35.0 sf Area ofwm tan 40.0s1't Area ofcam nwl 45.0 s1' Arco ofwm nun 50.0 sf Area ofwm ant 1 55.0 sf) .Area ✓_ of dwt 60.7 v L Mean Rout' Ha n ne 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 I Zone 5 I Zone 4 �.J -. Zone 5 -- 15 40.1 -43.4 40.1 -53.6 38.8 -42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 .41.4 37.9 -49.8 37.5 -41.0 37.5 -49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 135.4 I 145.2 Z35.0 -=38'6 35.0 'e- ) - _ _- G 16 40.6 -44.0 40.6 -54.4 39.3 1 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 j -45.8 1 35.4 --39.1- V 35.4 -45:1' - 17 41.1 -44.6 41.1 -55A 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 •51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -502 38.1 -4L8 38.1 49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 .47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 .51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 .48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 1 -53.4 40.7 -44.7 1 40.7 -52.5 40.2 -44.2 1 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 45.5 41.5 -53.8 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 -61.2 44.2 -48.2 44.2 -58.5 43.7 -47.7 43.7 -57.7 43.3 -47.2 43.3 -56.8 42.8 -46.8 42.8 -55.9 42.3 -46.3 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 -44.9 40.8 -52.4 40.4 -44.4 40.4 -51.6 39.9 .44.0 39.9 -50.7 29 46.0 -49.9 46.0 -61.6 44.6 -48.5 44.6 -59.0 44.1 -48.0 44A -58.1 43. -47.6 443.6 -57.2 43.1 -47.1 43.1 -56.3 42.6 -46.6 42.6 -55.5 42.1 -46.2 42.1 -54.6 41.6 -45.7 41.6 -53.7 41.1 -45.2 41.1 -52.8 40.7 -44.8 40.7 -52. �� ` ME111 3 91#400,�# 51 1 30 46.3 -50.3 46.3 -62.1 44.9 -48.9 44.9 -59.4 44.4 -48A _ 44.4 _ 43.9 --58.5 -47.9 43.9 -57.6 43.4 -47.4 43.4 -56.8 42.9 42.9 42.4 42.4 41.9 -47.0 -55.9 -46.5 -55.0 -46.0 41.9 -54.1, 41.4 -45.6 41.4 -53.2 40.9 -45.1 4,�tJ ��` � 4 . .4 6" :4, v '� s, •�\ t-�` 4= No.77012 n low '41-4 Cq VAT O w . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . .. . . . . 000 .. 000 . . . . . . ... ... ... 009 ... . . GARAGE BATH 37 x 39 TV RlCOM (+/- 70) FL16177.1 t s� DINING iC BATH! MULLION 13/8X213116 (+/-65) FL 9520.1 EEC LIVING SHE v /U iE- t %r- 39 1 /4 x 82 1 /4 (+75/-85) NOA 18-0116.03 76 x 63 1 /2 76 x 63 1 /2 (+/- 60) FL16736.2 (+/- 60) FL16736.2 ,E D, w MIAMI- E ;r' 0 sy„ •. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material failsoto meet the requirements of the applicable building code. ...... This product is approved as described herein, and has been designed to comply with the F16fida'Buildjtig Code, ', including the High Velocity Hurricane Zone. ...... . .. ...... DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev F, titled "Aluminum Outswing tAfr'ance DEor",'sheets 1,';.0 . 1.13 2 through 5 of 5 dated 01/15/04 and last revised on MAY 08 2018 prepared b ALX,**o• Co ration, si .ea.. g P P Y .. ..q rpo.. g:..... and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revi4ip"4gLinp with She Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.' 0 0....:. NIISSILE IMPACT RATING: Large and Small Missile Impact ' Limitations: 1. See Design Pressure (DP) capacity Single doors & Double doors VS locks + bolts, glazing types and water ratings in sheet 2. Higher DP Single/Double Doors at active leaf require 3-point lock and manual Flush bolts at top/bottom. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0729.14 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED IF 7 NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/#09-0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. • 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 : • . • • • • • ; • 2) Uniform Static Air Pressure Test, Loading per FB(,-, TAS 202V4. 3) Water Resistance Test per FBC, TAS 202-94 : • • • • 0 • 0 0 0• 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 2Q2-.J4 • , : • • • •, 5) Large Missile Impact Test per FBC, TAS 201-94 •....: •..' ..... 6) Cyclic Wind Pressure Loading per FBC, TAS 20309�0 •: • • • 0 •" • •: • • • along with installation diagram of aluminum outswing door, prepared by Hurritrah2 Engmetfirrg Testing •: • Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated IM15/04 thru 02/09/20ON all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 0800507.10) : • • •: • 000000 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. SJF..TI;04-T 1 QQ, dtd ; . • • •: 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E.'..•.' C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their `Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. Test proposal # 07-3527 approved by BCCO. Ish q I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. QUALITY ASSURANCE • • • • • • 1. Miami Dade Department of Regulatory and Economic Resources MIMI. .... . .. ..... E. MATERIAL CERTIFICATIONS •.••.. .. . ..:..' 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., �ic'for their "T'rofosirMtV clear, clear & color PVB Interlayer", expiring on 07/08/19. •""' ' . . . . ...... F. STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017) and of no financial h1tetest, prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019. Ish q I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-2 . . ... . . . ... .. .. . • . .. .. . . . . • . . . . . . F- __---_--- -- 42- SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS Ir�_____________�j FRAME WIDTH LOWER DESIGN PRESSURE OF TRANSOM, DOOR OR 'I Ij 11 I� TRIBUTARY END LOAD TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE~j �" /� II AND ANCHORS TO BE FOR ENTIRE ASSEMBLY I I II„ •i/ • II I • •REVIEWED BV AHJ • 13' MAX. II II i•./; • • II I{ • • • •• • • HEAD/SILL II h •/, • •I II • • • • • SURFACE APPLIED ' I li .. _ • • I I • • • • • • 5• MAX FALSE MUNTINS I r--=•===i=====� I� • • • • • HEAD/SILL f p , � MAY BE USED .ICI __ •sue -••a-- I�, • • •w• • CORNERS F�i. ---- __ -_ _-__ _ I G • •/ I •:170 • • • I % LJ • • • • • • 0 AC,,NE 52 i ',� / LEAF ' W m V M \ ,p 2 S n 0 0 m m 4 � Q .li 1 L\_. -. ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. IN HVHZ ONE TIME APPROVAL FOR MIAMI-DADE COUNTY TO BE OBTAINED, IN NON HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING JURISDICTION). DOOR HINGES ' SEE SHEET 2 FOR QUANTITIES 31 3/4" m & CAPACITY D.L. OPG. \,�6 V 39 1 /8" I n D1 LOCK OPTION '2' SINGLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE DP CHART ON SKEET 2 LOCK OPTION '1' SINGLE DOOR W/ 1 POINT LOCK •J! WUCFSEvjw6 SEE Dp CHART ON SHEET 2 w ft"11b[ MA the YWi . M•Hins C.6 AaeyuRce Ne -6IT •O,=. TYPICAL ELEVATIONS +{111•YIL i1e '„w.:A3'goE� THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. o ft i to Z p� O Z q p I- W I/�Vej f ? as e N X C�iW�`LL a.0 8 0dco.�qK 0�y�3 Q =� 6 LLzln_� { ,1 tNo. 705D2 �, ii o to 1 May8,2018r- .i� STATE Of �� drawing no. �� W04-01 (4) ANCHORS AT MTG. STILE ENDS--, AT 3' O.C. DOOR HINGES SEE SHEET 2 FOR OUANTITIES--. B CAPACITY �\ i I I I opt II I N / Ceoa II I W I I WHO 06 FA 9 II 0 0 J J po I Za01 II � II I ZZ 1 r` fz�0 1I 1 K 33 w8�i iI I Na O II I j j1 1 r Y 17 MIME -DARE COUNTY / APPROVED MULLION - SEE SEPARATE NOA TRIBUTARY END LOAD AND ANCHORS TO BE REVIEWED BY AHJ 75 3/4' FRAME WIDTH -� 13' MAX. / I / I I I / I / ACTIVE / LEAF I \ I \ l \ II \ u �I I^ IN—A&fVE \\ LEAF I II II III I I I C D.L. OPG. D. OPG. v 36 3/8" 1 (3) ANCHORS LAT MTG. STILE ENDS AT 3' O.C. INTO CONC. LOCK OPTION '2' DOUBLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE Dp CHART ON SHEET 2 TYPICAL ELEVATION . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... O q A h CL W i � 0 90-0 �0t OG9°� G1 0 �; .+ O Odoo.9 0 6+ rr W so��I�Wy itW W E F wp AN qtV� May8.201WL '.� t��•. STATE OF d(�: drawing9 no.. \�`� � W04-01 1 DESIGN LOAD CAPACITY - PSF Ii0'bd"(V DOOR SIZE GLASS TYPE WIDTH HEIGHT EXT. (+) INT. (-) 2/6 75.0 85.0 3/0 3/6 6/8 75.0 85.0 75.0 85.0 3/0 7/0 75.0 I 85.0 3/6 75.0 85.0 2/6 75.0 85.0 3/0 8/0 75.0 85.0 " 3/6 1 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. `COCKS SINGLE DOORS: (OPTION /1)-"% 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ' 36" FROM BOTTOM, KEY OPERATED ON RIOR AND THUMB TURN ON INTERIOR. STRI f� 1-1/4" X 1/4' X 16-1/4' LONG ATTACHED WITH (2) #8 X 3/4' SMS HINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6", 12". 35% 63-1/2" AND 92-1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) I INT. (-) 2/6 3/0 3/3 6/8 140.0 140.0 140.0 2/6 3/0 3/3 7/0 140.0 p.. 140.0 140.0 2/6 3/0 3/3 8/0 140.0 140.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLF DOORS: (OPTION /2) UALLY OPERATED FLUSH BOLTS AT P AND BOTTOM OF ACTIVE LEAF PART /02181 ATTACHED WITH (4) /10 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4" X 16-1/4' LONG ATTACHED WITH (2) /8 X 3/4- SMS HIA'GES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3% 9' AND 26-3/8' FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3", 9' AND 26-3/8' FROM TOP AND BOTTOM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . \ I j • \ I / DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE •A' ON 'B' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 6/4 6/8 75.0 75.0 75.0 75.0 5/0 6/4 7/0 75.0 75.0 75.0 750 5/0 6/4 8/1 75.0 I 75.0 _ _ 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS DOUBLE DOORS: (OPTION 12) ACTIVE LEAF: MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4) /8 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. • ITEM ; PART / REQD. DESCRWnON MATERIAL MANF./SUPPLER/REMARKS 1 ER006 AS REOD. DOOR FRAME 6063-TS - 2 ERO12 AS REDD. DOOR LEAF 6063-T6 - • 3 • VZt566 1/ DOOR BASE BOARD 6063-T6 - •4 • VZ-µea i/ DOOR FRAME SILL W63-TO - • 5 • • -_ _ 1/ SILL BASE 6063-TO • •6 *._VZ-14810OAS R`00. ASfRMALL SOLE 6063-T6 - 7 VZ-1535 4/ LEAF GLAZING BEAD 601 8 2501 AS REDD. GLAZING GASKET EPDM DUROMEfER 75*5 SHORE A 9 - _ 1 SHEAR CUP 6063-TG - %0 00 V ,71--R CORNER KEY ALUMINUM MONTICELLO .10 •1 *1 6006" •/ LEAF _ HINGES ALUMINUM GIESSE _ j 0 3/8' 4/ INCE IaNCE INSTALlAT10N SCREWS - PH WCHINE SCREWS • 13 0 • a • • •/E REOD. BULB WSTRIPPING - - 14 i10 • 2' AS READ. ASSEMBLY SCREWS - HH SELF DRILLING15 /12 X 1-1/4 - FRAME ASSEMBLY SCREWS - SNS INACTIVE LFAC MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOITOM OF INACTIVE LEAF PART #02168 ATTACHED WITH (4) #8 X 1-1/2" SMS. HINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12% 35% 63-1/2" AND 92-1/2' FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. O k � pWr ` � N �y a � H IY gO`� 0t0=p CIO 0 Log ar yIto o 0 JJ¢ W z e f LLz�'� 'off it 3/16" HEAT STREWO GLASS--3/16" HEAT STREN'D GLASS } �I o .090' Interlayer ` .100" Interloyer Trosifol PVB , r-SentryGlos o 1 By 'kuraray America. Inc.' '� By 'Kuroray America, Inc.' e t r-3/16' HEAT STREN'D GLASS ` 1-3/16' HEAT STREN'D CLASS ` w M U W 0 M -CC-G t SILICONE w 11, SILICONE w 0 H o = m t\ l r GE SCS 2800 = m 'GE SCS 2800 L LL n uyt 1 SILGLAZE II uyt _ SILGLAZE II = C m 8 .II ) �� 8 I ULud e n O 0 Z C lI p o m W N 0$2 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS •RODUCfREYISsu 1M o Plyle& with the FsI U".t Code A-pta•ce Na -GIN •D3 -PnJoe1C•.wd NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 �•' y1cP:NSF'•., ��Na 7058t 11QQ(5 May8G201 d ATE OF 61i� drawing no. W04-01 INACTIVE LFAC MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOITOM OF INACTIVE LEAF PART #02168 ATTACHED WITH (4) #8 X 1-1/2" SMS. HINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12% 35% 63-1/2" AND 92-1/2' FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. O k � pWr ` � N �y a � H IY gO`� 0t0=p CIO 0 Log ar yIto o 0 JJ¢ W z e f LLz�'� 'off it 3/16" HEAT STREWO GLASS--3/16" HEAT STREN'D GLASS } �I o .090' Interlayer ` .100" Interloyer Trosifol PVB , r-SentryGlos o 1 By 'kuraray America. Inc.' '� By 'Kuroray America, Inc.' e t r-3/16' HEAT STREN'D GLASS ` 1-3/16' HEAT STREN'D CLASS ` w M U W 0 M -CC-G t SILICONE w 11, SILICONE w 0 H o = m t\ l r GE SCS 2800 = m 'GE SCS 2800 L LL n uyt 1 SILGLAZE II uyt _ SILGLAZE II = C m 8 .II ) �� 8 I ULud e n O 0 Z C lI p o m W N 0$2 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS •RODUCfREYISsu 1M o Plyle& with the FsI U".t Code A-pta•ce Na -GIN •D3 -PnJoe1C•.wd NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 �•' y1cP:NSF'•., ��Na 7058t 11QQ(5 May8G201 d ATE OF 61i� drawing no. W04-01 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ACCESS HOLES WITH PLUGS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1BY _ TYPICAL ANCHORS '^ o 1VO0D B, SEE ELEVATIONS x TYPICAL ANCHORS FOR SPACING \ W SEE ELEVATIONS METAL Y • • • • FOR SPACING STRUCTURE z n z •• • • • • • • • d / E .. E. ST. _ i • • • • • • o C q z • • • E D o• EDGE DIST. F- W • •' . •. • • • • t7• IL 2 ry I m M17� a _ - r� ••• ••• • • • ••• Np I 0 O O 1!Y W a•• • • • •• • • • a Q top LL' N � � N C N Y z M•� v 3 O Y li V& C 19 8 •• • • • • • ••1� •• p agl TYPICAL ANCHORS' WE n SEE ELEVATIONS J LL 30 FOR SPACING J Bj SEE S�E NNOA FOR TRANSO RATING AND ETATLS I 1 l 1 13 tMIAMI-DARE COUNTY APPROVED MULLION SEE SEPARATE NOA (SEE Dp LIMIT NOTE IN SHEET 1) 18 X 1/2- SMS -3" FROM ENDS AND 10` O.C. MAX (4) 112 X I` SMS AT 2" O.C. MAX. AT CENTER OF SILL REDD. AT DOUBLE (XX) DOORS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH L MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND - TRANSFER THEM TO THE BUILDING STRUCTURE. � J p I TYPICAL ANCHORS: SEE ELEV. FOR SPACING O ULTRACON BY ' (Fu-177 KSI, Fy-155 KSI oI INTO 2 W G n — M 1-1 2" HEAD/JAMBS) z a THRU 16Y BUCKS INTO CONC. OR BLOCKS o cIt `o t-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) w ` MIN. EMBED INTO BLOCKS JAM t Z DIRECTl7 INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 90 L.. o dd 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o +41, z c + O14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) m a 0- 0 7 C) o W a O r INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) m STEEL: 1/8` THK. MIN. (Fy = 36 KSI MIN.) nowicP REY100 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W IW.brldliC with"l p 1F 1• 3 CRITICAL EDGE DISTANCE A',"". No INTO CONCRETE AND BLOCKS - 2-1/2' MIN. ¢GPM* D•rc.�l. INTO WOOD STRUCTURE - 1" MIN. ,dw INTO METAL STRUCTURE - 3/4" MIN. C.X go u a o B' �;� c K �I� WY aV ►ram WOOD AT HEAD OR JAMBS SG - 0.55 MIN. c u m - CONCRETE AT HEAD, SILL OR JAMBS Vic - 3000 PSI MIN. 2 0 S n C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. -` 3 - ��� �,D Ii4-, ♦ "�QY�Q �i i ''•' o. 7C592 '•, May 8,20187; z - SEALANTS: XM 6y�� Tmwing no. � ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH �� s' � W04-01 ADSEL OR TEKNA 50729 SEALANTS. till R�I���� sheet 3 of 5 1/4" MAX. SHIM � C ACTIVE LEAF f 13 TYPICAL ANCHORS) ti SEE ELEV. FOR SPACING 1 1z EXTERIOR 11 2 T D.L. OPG. _._.LEAF WIDTH _ 42' MAX. - FRAME WIDTH SINGLE DOOR MWAI-DADS COUNTY APPROVED MUWON E SEE SEPARATE NOA II II II II SEE SEPARATE NOA 4 I I ACTIVE LEAF FOR SIDELITE II N i I RATING AND DETAILS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1 /4" MAX. SHIM SPACE • • • METALD • • • • • •3T"CTIIIE • • • • ° • • • • • • (2) /B X 3/4• SMS1 • • • TYPIO&L ANCHORS • • • �\ •^ SEE ELW. • • i-� 'i'� FOR SPACING -- _. • J • • • ••• •• LOCKS SEE SHEET 2 2 CF) EXTERIOR 2 7 EXTERIOR /f� \1SMS/8 X 3/4" D.L OPG. _ LEAF WIDTH LEAF WIDTH 75-3/4" MAX. FRAME WIDTH DOUBLE DOOR MAX. Ilm a 3 O ^ 4: J j WOOD BUCK Z N La a OR WOO\S-TRWUC O u O J O `� d0 o b 0 Cyo2: Z � � W � N EXr. TYPICAL ANCHORS O Q yZj f LOCKS SEE ELEV. SEE SHEET 2 FOR SPACING-� J ' I O •RODUC f REMi3Fi1 � b . Y -A*Ywg aR! The F&Ak O CI In YridingCtle C pj IN —ACTIVE LEAF AtrxPNnaee N� 1 -o I i!_. U'3 C�p�rrtie• WTq�1C} w 3OO •M to � 4 .p +r' >f►di r•a•a C••wet MAX. V Z w W r IM �Z LNY 1BY ,,—WOOD BUCK. H t aO m 0 Y_Y +�' Z c N 1 Li Q O of n N o - Lj * o 1 C o TYPICAL ANCHORS o SEE ELEV. 3 o o rc FOR SPACING ;oaaa; PDAil ^� �T0592 I a k May 8,201&` U STATE OF &yam drawing no. ►'•.,F44RIDP.•' �R. W04-01 3.937 - -.070 -c 1. 15 1.634 2.658 I 1.772 -� o DOOR FRAME 3.673 .U70 1 2.819 _ O1.024 2.047 C2) DOOR LEAF t.772--1 • .067 - 3.937 3.177 ri 2.921 \J DOOR BASE BOARD .138 � j•^ I -1.417 059 .571 ---• 1.772 -d FRAME SILL r��2..00� I 1.0,00 -���J�j� �� r7 L� .094 0 SILL BASE 1.t03 . ! 080 .238-'� 1.043 SHEAR CLIP r- 2.402 -1 1.764 .063 - 1.906 .744 - .591 `ID ASTRAGAL STILE - 1.000r .846 1.016 .050 1 1.201 0 GLAZING BEAD . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • OL 1 I 14 / �uonuc r t¢en," � �vb'aB wi161ie HsriM 4�inZ C We sue. UY1e� 7�� 7�q FRAME BOTTOM CORNERBO�OM CORNER �Nylr ` 1t i 1#s.-705924drwirl IJ rAay 8.20 8*TE Or �!/� no. 1/4/2018 Florida Building Code Online BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map Unks Search b'prwUSER: a Product Approval Public User Product Anoroval Menu > Product or Aoolication Search > Aonlication List > Application Detail • •. FL * FL16736-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived [� Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 • • (352) 368-6922 Ext 291 •goes • jlathrop@cws.cc • . . Soso • •••••• • •• •••••• Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave �• g Ocala, FL 34474 •ss��• •�• (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • • • • • • • • • • •• •• •• • •••••• • Category Windows ; • �: �: • Subcategory Horizontal Slider : • • •: • g Compliance Method Evaluation Report from a Florida Registered ArchiteLtsarg%Gcensed Florida Professional Engineer Ll Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 676 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 1/2 1 /4/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 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 Evallkenort871C.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. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.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, ill" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReeort869C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Created by Independent Third Party: Yes • • • ; * * * * • o ••• • • •• • • •••••• • •• •••• Back Next00*0 • •••••• •••• • •• ••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-48•'T7-182T4 • • A•• •• • ••••• The State of Florida Is an employer. briars tW l • •:�iU • • • • • AA/EEO em to er. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: ray aratemenc of nd Statement • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response t! A"Ntiecords request? do not send electrtlnic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, pk:asetonta0t 810.487.13 5.Pu *uant to Se,�tjop • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide th Department with �0, adress if they aye' one. The emails provided may be used for official communication with the licensee. However email addresses are pudic recogo. If you do not wis to supply • personal address, please provide the Department with an email address which can be made available to the public. To determine If vou are a licensee under Chapter •%p1%9k,• please click here . • • • • • • • • Product Approval Accepts: • • • r In ® e�heck Credit Card Safe https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 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`s 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`b 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-869G. : • • • • • • • • • Limitations of Use: This product: ' •' •' • • ""' • May be used up to the sizes and daylight openings indicated in CWS-869(f; �; Y ; • • • • • Achieves design pressures of +/-60 psf • • Is Large Missile impact resistant and does not require the use of shutters • • • • • • 900000 • • • • • • May be used in the High Velocity Hurricane Zone • • • • •' 9000000 • In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miarn;=;N.O.A. 1�6 • 1117.021, and in the fixed glass requires Kuraray (Dupont) SentryGlas Intl laYer per M *iahii'Dade . N.O.A. 14-0916. lit . • . • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206 1'Ot• - 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 No 58201 STATE OF :i40 •�.. A V NAL A16)1_ 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 . . ... . . . .•• .. .. . • • .. •• . . . . . . . . . . . • • • • • • • ANERAL NSTIES: � HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED QLvLmffl • • • • TO COMPLY WIjH THE FLORIDA BUILDING CODE (FBC), CURRENT • • • • • at • •EDrrIQNNNCL+IDING 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 AST* 19t6 4R THE FBC. WWW.CWS.CC ••• ••• ••• • ••• • 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC • • • • • • * . C .NFI URATI: NS: "Or, "xO". HORZ. SLIDER 112 1/4" MAX. OVERALL FLANGE WIDTH • • • • • • 4fDB61GN PRESSURE RATING: IMPACT • • • • • • • •-Nl8ATIVEbfSIGN LOADS BASED ON, TESTED PRESSURE AND • • • • • • • 111' MAX. UNIT WIDTH • • • • • • • SS TABUS ASTM E-1300-04e01/09. • • • • • to •-Pd)lr6IVG RESIGN LOADS BASED ON, TESTED PRESSURE, WATER 49 15116" 24 5/8' IASTM NFILTE 1300-04e01/OgTEST �SSURE AND GLASS TABLES Z W J Q Q w 00 w GLASS DLO GLASS DLO w Z O Z L Z F A 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED o � w 3 Z ° 3 IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR z z 2 m a DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 O V = 00 ANCHOR CALCULATIONS. 0 Z z IL ~ 0)D- 64 1/4' i I 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a LL z0cQQ O LLZ MAXi REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT g O F F F O _ OIVVEERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT 5Q � } 0 3 p FGEHEIGHT B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w OLL 0 O: (n 0 w Co w FLYING DEBRIS. X z 0) w 0-j(n� 6'0 w 0 �IILL=D=f}A 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT D_ = 3 w UM AX NIT i X i GLASS O I X 56 1/4' USED AT FIXED MEETING RAIL AND HEAD/SILL. a ~ a.D HEIGHT DLO I D D GLASS ,�1�uu�off,,, DLO 8. SERIES / MODEL DESIGNATION HS-8200. .0 Pt4DRE W T,P,, We 59 9/16" s 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: G •���C E NSP it MAX.O X =OPERABLE SASH, O =FIXED SASH S- No 58201 ". P ;. SASH a 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ' HEIGHT D LOCATION. O STATE OF :�w� r 6 11. EXTERNAL WEEP SLOT = 1/4' x 1" LOCATED 4" FROM BOTH ENDS. �!TF' C O R 1•;r ��a`, 2715/16" s MAX. SASH WIDTH LucasTurne r 1�tz- 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 TABLE OF CONTENTS ELEVATIONS GENERAL NOTES & ELEVATIONS ........... 1 DRAWN BY: DATE: GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS& GLAZING DETAILS .... 3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: EXTRUSIONS & B.O.M...............................4 CWS 869 C ANCHOR SCHEDULE &NOTES................5 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS ...........................6 SCALE: SHEET 1:20 1 OF 6 QUANEX DURASEAL IG SPACER 0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • • 000 • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • ••• ••• ••• • ••• • 7/8' OVERALL • • • • • • • • • • • • 3116' ANNEALED OR TEMPERED • • • • ••• • • • • • • • • • • •• 1/4' AR SPACE • • • • • • • •• • • • • • ••• • 7/16' LAMI 3116' ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16' ANNEALED PURFECT GLAZE'H' SIKAFLEX 552 112' GLASS BITE GLASS TYPE A FIXED GLASS GLASS TYPE B SASH GLASS 7/8' OVERALL 1/8' ANNEALED OR TEMPERED 3/8' AIR SPACE 5/16' LAMI 1/8' ANNEALED .090 DUPONT PVB INTERLAYER 1/8' ANNEALED GLAZE W 552 BITE a&vomm WINDOW SYSTEMS Lv 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT H z 3 az3 Ow0 COWO Z uj Pw3z°33x O OHOaa=�W U Ud1�ZaHma z 00� -50co - a > F?LL�OOILZ g�OwFFO- zw w OO�coaw V1W zyw OJv_i� O wF w wxuiui 0 F a a W a. `�. Pp10RE W T O. No 58201 9 , STATE OF : Lu. AL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS TEF 10/11/13 v # REV.: CWS-869 C )ALE: SHEET 1:1 2 OF 6 INTERIOR SECTION VIEW A -A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... INTERIOR SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME • •r49 5 1 • • SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. REQUIRED ON FIN UNITS. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. 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 WINDOW SYSTEMS (�� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 1- z 3: <Zo pw0 cow p IIIZpz M. � z �w3��3�x zxm XWOO O OHO <=Ftr a. Z -ZjU0 p < >- H?LL�0OLL.) <30wHm0- w oamwowvow LLwa O-jml- w o a =~a' W ~ a �3wa 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 3OF6 PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIA 1 H-6049 Main Frame, SH/HS, Flange, PVC Mikron PVC 2 H-1681 Fixed Rail, Heavy Duty, Aluminum Keymark Alum 3 S-6077 Cover, HD Fixed Rail, PVC Mikron PVC 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax Steel 6 P-3342 Seam Sealer, SM-5504 Schnee Silicone 7 S-1776 lRoller Track Keymark Alum 8 S-6013 Screen Adapter, Jamb, PVC Mikron PVC 9 S-6014 Screen Adapter, Head & Sill, PVC Mikron PVC 10 P-4479 Weep Cover w/ Flap M&M Nylon 11 S-6064 Glazing Bead Mikron PVC 12 H-6050 Sash Meeting Rail, PVC Mikron PVC 13 H-6051 Sash Pull Rail, PVC Mikron PVC 14 H-6052 Sash Top/Bot. Rail, PVC Mikron PVC 15 H-1497 Reird. Sash Meet. Rail Keymark Alum 16 H-1498 Reinforcement, Sash, Side Rail Keymark Alum 17 FI-1699 Reinforcement, Sash Pull Rail Keymark Alum 18 P-3429 Wstp., 0.270 x .187 back FinSeal, Gn Uftrafab 19 P-3783 Lock, Impact, PVC Interlock 20 P-4051 1#8 x 1 1/4" Ph Flat Tek, Will. Fastenal Steel 21 P-4069 lKeeper, Impact, PVC Interlock 22 P-3539 #8 x 3/4" Square PH Tek, Will. Fastenal Steel 23 P-4958 Rotary Lock Interlock 24 P-4633 8-32 x 1/2' Barrel Fastener Interlock 25 P-4952 Keeper, Rotary Lock Interlock 26 P-4779 Roller, Tandem M&M Nylon 27 P-3541 #8 x 1/2" Quad PH TEK 2 Zinc Fastenal Steel 28 GLASS SEE SHEET CARDINAL GLASS 29 Purfact Glaze "H' or Sikaflex 552 HenkeUSika Silicone 30 P-3028 Set. Blk., 85 Our., 1/8• x 7/8' x 2" Lg. Frank Lave Rubber 31 P-3218 Screen Frame Allmetal Rolll'onn 32 P-4754 Screen Comer Key Allmetal Nylon 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon 34 P-3029 IScreen Pull tab Summit 35 P-3033 Screen Spring Fla. Spring SS 36 P-3228 Screen Spline Dapa 37 P-4772 Screen Cloth, Fiberglass 40 P-3113 Screw Support, PVC Team Plastics Rubber 41 P-3752 Cap Plug, 1/2• Hole M&M Nylon 42 S-1577 Impact Hook, Frame, Jamb Keymark Alum 43 S-1112 Reinforcement, Head, Jamb Keymark Alum 44 S-2000 Impact Channel, Sash Keymark Alum 45 P-3748 #6 X 5/8 Ph FH TEK, Zinc, Painted Ajax Steel 46 S-1999 Impact Hook, Frame, Head Keymark Alum 47 H-6048 Main Frame, SH/HS, Fin, PVC Mikron PVC 48 S-6055 Roller Track, PVC, (Anti4ift) Mikron PVC 49 1 P-5250 Lock, Impact, PVC, w/Flipper Interlock 50 P-4730 #8 x 1/2" Ph Mod Truss TEK Fastenal Steel . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • � 3 'li8i i H-. 31/8• -* . 1/1Q 2 11/16" • • • 3 9/'�' 1 77� � � 1/76" '•• • � •• • l� i--1 • PVC FRAME FLE-60j9 • • • • • • • • • • HD MTG RAIL-1681 • • • • • • • •PV* FRAME PIN-6048 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 •• • • 119/16•�• ••• •• �13/16' 5 � 23/16" � 1 IL 74 3 13 5/8• 15/8' 15/8" q 15/16• II 1/16" q 1/16" q 1/16" � 1/16" 2 PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER - 6077 3/16 O L 6' I 1 5/16' 46 7/18' 1/16" J_ PLAN VIEW-1999 HEAD IMPACT HOOK - 1999 3/16• O L 6" _ I 5/8- r— T— 44 5/j_ 1/16" PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 3/16" O 1 5/16' 4 PLAN VIEW - 1577 ALUM SASH IMPACT HOOK - 1577 3/16-1 3'r-�-1/2" I I 40 r T SCREW SUPPORT -3113 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 5TW 3/4' t 1 L 1/16• 15/116' 1/16" SASH MTG. RAIL-1497 L SASH REINF. - 1699 Z 3/4• � 7/18" 1 1/4• 3/16" r is 7 i t/ts" 1/16' S.B.R./S.S.R. - 1498 ROLLER TRACK -1776 1/4 „ 6Jr7/6"- 3 9/1 -1 AZEBEAD-6064 GLAZE BEAD -1112 318 1/2"� 8 4848 1/16' PVC SCREEN CATCH - 6013 1/16" r PVC ANTI -LIFT - 6005 5116', I 1 1/8"y JJ 9 1/16- PVC SCREEN SUPPORT - 6014 LINE ITEMS NOT USED: 4, 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 4 z 3 QZD H ow0 Ww p rz o ;ZWn3>-oW3m U. �wzi--32x Z zxm< O OHO O �_�W U 000�-al-uoa v) Z Q Z ZOri0 } a30w0-�Oz w OORr}noit wmw a U. �xa a:0 X =~W w wm a. H a. X a. * = I x2 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 10/11/13 VG #. REV.: CWS-869 C 'ALE' SHEET 1:2 4 OF 6 6- MAX. (fYI 6' MAX (fYl 17' MAX O.C. (TYP.) q ANCHOR LAYOUT - (FLANGE) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • IOTE:2 • • • INSTALLATION ANCHOR (TYP.) • • • • • 4' MAX # YP.) 8' MAX. O.C. (TYP.) • 4i MAX. (TYP.) • • •• • • • • • ••• I I X O � � X I I ANCHOR LAYOUT - (FIN) 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 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 TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 9 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT z 3 az3 I- aW0 COWO o zoz OOm z zzm �3ox � awp0 O OFO Q=wm U Ut��UaFtAa UZ Z O�V�/j�7UN Q H�OZOLLZ Q ���NU Otn 2 Z(nWNOW(roD� a _ 0_ =~0: W w 0 1- a Wawa PNORE W No 58201 C'1 a. STATE OF o� 0 R i Q✓'r.,��J� 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 1 10/11/13 CWS-869 C ALE: SHEET 1:25 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT — BY INSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION SEE TABLE i SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHEF SEE TABLE 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL HEAD ANCHORAGE SEE TAB EMIN.D1 SUBSTRATE BY OTHERS MIN. EDGE DIST. • 1/4' YAX SHIM • SF� TABLE 1 SEE TABLE 1 • • • • • • • • MIN. EMBEDMENT • • • • MIY. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 1/4' MAX. SHIM 1/4' MAX. SHIM MIN. EMBEDMENT SE TABLE 1 MIN. EDGE DIST. \ SEE TABLE 1 %A 1 VERTICAL SECTION 8 TYPICAL SILL ANCHORAGE • • • • • • • • • • • • • • • • • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �1 HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS F E ANCHOR TYPE MIN. EMBE 1-1/2' 1-1/8" FLANGE CONCRETE (2.0 KSI MN.) 3/16" ITW TAPCON F FLANGE 6Q. OR OUT -FILLED CMU (117 PCF MN.) CONCRETE (2.85 KSI MIN.) 3/16' ITW TAPCON 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4' 2-1/2" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16' ITW TAPCON OR ELCO ULTRACON 1.3/8' 7/9' FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MIN) #1D-16 HLTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7/16' FLANGE 1/8' ALUM. (6063-T5 MN.) OR 1/8' STEEL (33 KSI MN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16' FIN 2XMN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1-1/2' 1/2" :>ERIMETER BY INSTALLE. - INSIDE AND OUT MIN. EDGE DIST. SUBSTRATE WINDOW SYSTEMS L SEE TABLE 1 BY OTHERS OCA A, FLORIDAAVE. 1/4' MAX. SHIM SEE TABLE 1 WWW. LORI34474 W W W.CWS.CC T11, ___� SEETABLEDMENT 8200 PVC HORZ. SLIDER IMPACT z 3 ¢zp PERMETER SEALANT Z W J 0 Q ~ w~ O W BY INSTALLER INSIDE AND OUT w 0 z O z W F— H Q m 3} O a' 3. co INSTALLATION ANCHOR Z I-= z~ 3 m_ SEE TA13LE1 SEALANT BEHIND O U OHOV�=IfZ U V! N Z a~ V7 d ZO grBY INSTALLER zOZ O - U �1 HORIZONTAL SECTION 6 Q } � LL M 0 0 LLZ 3 Qw—=O- TYPICAL FIN NCHORAGE HEAD AND SILLL SIMILAR FOR FIN INSTALLATION Q O Q } 0 3 O � W WNWNOJlnF- z-a O w0 w=may H a a aka p� HORIZONTAL SECTION 6 80X 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. NO 58201 tp v: a Qt STATE OF ��t Ic 4 O R 1 Q✓ 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 1k REV.: CWS-869 C ALE: SHEET 1:2 6 OF 6 1/4/2018 Florida Building Code Online 1111L. 2"su �'j L Alii-1. - t BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I' BCIS Site Map, I Unks I Search FI lida dlo'pr Q0Product Approval �r¢ USER: Public User LR�'rnw�uxv Product Aooroval Menu > Product or Aoolicatton Search > Aooiication List > Application Detail • FL * FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Kevin Pine kpine@cws.cc ]ay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc (E:� • • • • •••••• • •• •••••• • •••• • •• ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE G6 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard AAMA/W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Year 2008 2005 2009 1994 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y80tjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2 1 /4/2018 Sections from the Code FRorida Building Code Online B Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 II CWS-812c.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R2 AE EvalReport812C.Ddf glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. •••••• Back Next • • • • • • • • • •• • •• • • •••••• • •• •••••• • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-41F1•1d1W • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: A%Vs1Mi S at m V.;,RePuq State Ant • 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 ele•tronis mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please"rR#1%S0.487.1399.0-P&suant to SMdh• • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide tl�p�p�r�r(ient with �drLet�i �ldress if Lhp hp)Le. one. The emaits provided may be used for official communication with the licensee. However email addresses are pu c record. If you do no[[wis to supply a pe address, please provide the Department with an email address which can be made available to the public. To detemligeifruare a licensee Wider Chapter 455, i.S., please click here . • • • • • • • • ••• Product Approval Accepts: • • • • • • ••• MM of--1 ® [Check p • ••• • •••••• • t • • • • • • •• • C Credit Card I Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPrafAGHlxlsggUObEAbzoQ%3dg/o3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44'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: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3 815-1 A, -2, and -2A, by National Certified Testipg Liborato�iea Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing perform(%:. TQS 20 J/;tQ203- • • • • • • a' 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA g1.W S.2/A4d0.Q8 ....:. . 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lama; fit. Turner, -P.E. • • • • Installation: Units must be installed according to approval document CWS-812C 0 '.. ' • •' • • • .a•••. e a a . a .a ee . Limitations of Use: This product: ease.. • • ...... May be used in O/X configuration in sizes and with max. glass DLO heights as shown..in.CiJVS- • • ••: • . 812C .. • • Is impact resistant and does not require the use of shutters . • a a •. ' • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 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. IV p fl ,ter • • • Lucas •=' No 58201 Turner . ; * c * ' * _ r 2017-08-30 :3f ; STATE OF 1AU: Z 16:11+20:00 %�,�•.,fi P,: �`�'�� �•''0�.�� 8/29/2017 ,��SS;�N�, Lucas A. Turner P.E. �++'��, FL PE #58201 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: a=m 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS • • • • • • 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 :N ASTM E 1996 PER THE FBC. WWW.CWS.CC ••• ••• ••• • ••• • 2. GLAZING OPTIONS: (SEE SHEET 2) 53 1/8" MAX. OVERALL FLANGE WIDTH 3. CONFIGURATIONS:'O/X'. 8100 PVC 517/8" MAX. UNIT WIDTH •• • • • .• .•. •. SINGLE HUNG • • • • • • • • 4. DESIGN PRESSURE RATING: 47 11/16" GLASS DLO • • • • • • • • • • • -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND IMPACT • • • • • • • • • GLASS TABLES ASTM E-1300-04e01/09. A • • • • • • • i i • • • • • • -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER - - - - - ASTM INFILTRATION30 04e01/09SSURE AND GLASS TABLES Z W J Q Q k Q W w z0z w-fit 63" _ _ _ _ I 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED O Q w Z O 0. 3 m LL z3w3gx MAX. IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR z Z = I Q w w O p OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O OHO . Q r g HEIGHT O ANCHOR CALCULATIONS. Z O (90 Z Z? U h B I B 26 13/16' 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q - Z O W p O LLZ GLASS NOT REQUIRED. < 3 O F C z- 1 I ILL 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT w 0 a h p w vi w 61 3/4" I I USED AT FIXED MEETING RAIL AND JAMB. a Z S a w 0 HE GHT 8. SERIES / MODEL DESIGNATION SH-8100. a UN w~ a W a 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Sillmot��, I I I X = OPERABLE SASH, O = FIXED SASH ``�P��NDREW 3 z16" I I 26 7/8' 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH GLASS LOCATION. S� . No 58201 7o S HEIGHT X DLO Tc 11. EXTERNAL WEEP SLOT = 1/4"x 1-1/4" LOCATED 4" FROM BOTH ENDS.1cc 70: STATE OF t�41` I ,,'SjONA LucasTurne s A r 45 1/16' 2017-09-22 GLASS DLO 13:36-04:00 48 3/8" 9/22/2017 MAX. SASH WIDTH LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS GLAZNG DETAIL ................................ SECTION VIEWS................................. 3 EXTRUSIONS & B.O.M........................4 l/\ ANCHOR SCHEDULE & NOTES INSTALLATION DETAILS....................6 DESIGN PRESSURE MAX. UNIT SIZE IMPACT RATING RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT GENERAL NOTES AND ELEVATIONS BAT 06/18/12 JG #: REV.: CWS-812 C ALE: SHEET 1:15 1 OF 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .:. •• • • • • • • •• • • ••• ••• ••• • ••• • .. . . . .. ... .. . ... . . . . .. . .. . . . . . ... .. .L INSULATED GLASS .ED OR TEMPERED kCE %TED GLASS .ED TERLAYER BY DUPONT .ED IRASEAL .AZE "H' OR SIKAFLEX 552 BITE -7/8' OVERALL INSULATED GLASS 1/8' ANNEALED OR TEMPERED 7/16' AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE OW90m WINDOW SYSTEMSffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT i 3 <Z3 f- OwoW-ja Qw8d zw o zwz>oX3m IL Fw.ZI-��= U Uy�-ZaFyd N a -zooI--u aoo-Z W 3om�}P-tZrn�'i >wco-�2mwconwwwLL nO� 0-Pw=w�o wZ a . a w a ►�►uun,q ,��►►►PNORE W tbii O: STATE. OF ;�4/i hONA$ EN�► 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS BAT 06/18/12 /G #: REV.: CWS-812 C ALE: SHEET 1:1 2 OF 6 INTERIOR SECTION A -A • • •i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • • 000 • • • fNTERIOR • • • • • • •• • • • T • • • (40 • SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. Qm" 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a i 3 azUJ a ij g Rw0 oW�m 3} 3_ z z=mzdwwoo U OHO as oZ Q OZUVjZ7UV �—LL�OOLLZ z On Mw WOW Fe LLmww O-1mF- O ui W=CL wy a a O3wa ���,,Qr�,P'�C E Nw'•r;�'Q ��i .41 Jri v1 Slp •.'yt� No 58201%?% 5 o: ;4+: a? %9' STATE OF ;• i�0.n�. .O O R L "Ss'ONA� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS BAT I 06/18/12 NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 SCALE: SHEET 1:2 3 0 F 6 LIST 2 x x. of x 14 1 N-3b41 IiW x 112-, Nan Head, TEK I Fastenal LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . "Oil • • • • • • 3 • • • • 1 •••• 1518, 1/16• o v1s• PVC FRAME FLANGE403• • • • *PrC S4A BTM. It-6028 •• • • • • • ••• •• / 9�---y /16' �3 REINF., IMPACT HOOK - 1112 1 5/16' 0 7/8' L 1/16• PVC SASH STOP -6025 3/4•--(---y 3/4 13 T REINF. S.B.R./S.S.R. - 1498 1 1 F :H 1/16" PVC SASH SIDE RAIL - 6004 112 —El 1/811 II 18 1/16" PVC SCREEN CATCH -6013 3/ 3 15/16' 1/16' .l- REINF. BTM RAIL-1699 0 3/16• O 1 5/16' �5"� 6 7/9• v1s" i IMPACT HOOK S-1577 r- 2 3116' FIE I 8 1 5/8• 1/16' PVC SASH TOP RAIL-6027 1 112' 2 1/8' lrJ 1/16• FIXED RAIL - 1836 9/i6" 045• PVC FO(EEDD RAIL COVER - 6063 L ,/16• REINF. TOP RAIL-1497 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 3 FO(ED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 1 vs'y sns• 7� 19 i 1/16" PVC SCREEN SUPPORT - 6014 14 7/8L' PVC GLAZING BEAD-6064 1/2' 3/16 I~— 3' 1 rp o SCREW SUPPORT-3113 WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q Z 3 aZ3 H aW0 W O . Z WJ❑ o z�z}o�3wrKwm LL F-WZF-gym= Z z x m< w w p 0 (n Z 00V(/j� -Dw W I1 O'wawwW as Z=a O:ON(~n O WF-0 (LX as F a. It 0 PNDRE W 5........ GQ �.Gp �C E F No 58201 � �. STATE OF 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 BAT 06/18/12 IG #: REV.: CWS-812 C ALE: SHEET 1:2 4 OF 6 . .. . . . .. . ... . . . ... . . . .. .. . . . . . . . . . . ... . . . . .. . 6' MAX. (TYP.) 17',kM. O.C. (TYP.) 6" MAX. • • • • • • • • • • • • • ••• ••• • ••• • ••• I 101/2" I MAX. O.C. • • • • . • • ... . 4- (TYP. jf__ I 101/2' I /\ MAX O.C. I 4" (TYP.) - - - - - - — 4" (TYP.) NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE) 20�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC -SEE NOTE 2 - INSTALLATION ANCHOR (TYP.) 8100 PVC SINGLE HUNG IMPACT a H i 3 ¢z3 o Qw0Oij o zOz o��m /yLL ` NTG RAI Z z m m w w O O Z O-t�-Kj Do }} z a IF O wP0 w=may (L a X CL NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR 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 THE 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. 6. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(E)(TERIOR DOORS) ;�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 BAT 1 06/18/12 CWS-812 C 'ALE: SHEET 1:15 5 OF 6 • .. . . . .. . ... . . . . . . .. .. . . . ... . . . . ... . . . . .. . TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT MIN. EDGE DIST. • • • • • SEE TABLE 1 SUBSTRATE UHE SEE TABLE 1 • • • • • • • • • • • • • 1/4' MAX SHIM SEE TABLE 1 • • • • • • • SUBSTRATE BY OTHERS • •• • • • • • • SEE TABLE I • • ••• ••• • ••• • • • • • • MIN. EMBEDMENT ••• • PERIMETER SEALANT SEE TABLE 1 MIN. EDGE DIST BY INSTALLER SEE TABLE 1 INSIDE AND OUT C� • • • • • • • • • • • • • INSTALLATION ANCHOR SEALANT BEHIND • • • SEE TABLE 1 FLANGE BY INSTALLER 1/4' MAX SHIM • • • • • • • • • • • •• • • • • • ••• •• INSTALLATION SEE TABLE 1 CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN. EMBEDMEN- BY INSTALLER SEE TABLE 1 INSIDE AND OUT WAMIN.EDGEDIST. SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS ANCHOR TYPE MIN. EMBEDMENT CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-118" HOLLO CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4" 2-1/7 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 7/8' 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KWK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125' 7/16' PERIMETER SEALANT BYINSTALLER INSIDE AND OUT PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE 1 HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 20�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a i 3 az3 w-4oaWazwz 31az�z o31 mz u- ZI-3,z= Zzmm<XWpOUU~�. ola.�dja �30F�Cz Z a of 0_ Lu u-W WHO J a1H a 0_ _ ul a a X Wa ,%0 tjORFW",��i :-: No 58201 '�� r O: STATE OF :4ri F r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS BAT 06/18/12 IG #: REV.: CWS-812 C ALE: SHEET 1:2 6OF6 1/4/2018 Florida Building Code Online • 1 1 , • i , 1 ��E�i�i�r�foi Y BCIS Home I Log In ! User Registration I Hot Topics I submit Surcharge Stats & Facts I Publications FBC Staff I BCIS site Map Unks I Search F! dda Product Approval ��n` r USER: Public User d�tMebN� Product Aooroval Menu > Product or Application Search > Application List > Application Detail • FL # FL9520-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived [) Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine • • kpine@cws.cc • • • • • • Technical Representative ]ay Lathrop • • • • • • ; •. a • • Address/Phone/Email 1900 SW 44th Ave • • •: • • . • Ocala, FL 34474 • •. • • • . • • • • • • (352)368-6922 Ext291 • • • • • jlathrop@cws.cc •••• • •• ••••• � • •••••• •• • ••••• Quality Assurance Representative Arturo Monteverde •• •• •• • •••••• • • • • • • • Address/Phone/Email 1900 SW 44th Ave ; • Ocala, FL 34474 • • • • • • • • • • • (352)368-6922 Ext221 • e ' • • amonteverde@cws.cc • • • • • • • • Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https:/twww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgviHvmuJRWcZl2gTuypubl NDOfxVcZHZIO%3d 1 /2 1 /4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval 10/05/2017 Date Approved 12/12/2017 Summary of Products 00- FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange 001 applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9520 R7 II CWS-836B.gdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions and FL9520 R7 AE EvalReoort836B.Ddf Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Ver;wkF"& Flange applications. (IMPACT) : a s . ' • • • • • • • Limits of Use Installation Instructiong a a a 0 0 • • • Approved for use in HVHZ: Yes FL9520 R7 II CWS-837B.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. TurnetlS9201 • • • Impact Resistant: Yes •••••• Created by Independentl'htrtl4Party: Yes• • • • * Design Pressure: N/A Evaluation Reports sees ; ',.' • • • Other: Large Missile Impact; See Installation Instructions and FL9520 R7 AE EvalRePxWJZQ,pdf • • Evaluation Report for complete list of Limitations and Created by Independent Thilyd Party: Yes a • a • •"" Conditions of Use. •• •• •• • •••••• 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mulliolt, Horizontal 13.%gN j$ Fin &fledge • applications. (IMPACT) • • • Limits of Use Installation Instructions 0 •".'. • • Approved for use in HVHZ: Yes FL9520 R7 II CWS-838B.gdf • • • Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions and FL9520 R7 AE Eva[Repart83RB.r)df Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditlonal mall. 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 emalls provided may be used for official communication with the licensee. However email addresses are pubic 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: M W� ® M Credit Card ! Safe https:lAvww.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZl2gTuypublNDofxVcZHZIO%3d 2/2 URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion H-1758 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 836B September 26, 2017 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6tb 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-836B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, -IA, -2, -2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 04/06/09, and AAMA 450-06 Y • 4) Supplemental Calcs. to support CWS-836B, signed and sealed by Lucas A. turner, P.�'.000:0* '. Installation: Units must be installed according to approval document CWS-836B. •. •. �. Limitations of Use: This product: • • • • • • • • . • • May be used up to the sizes and design pressures as shown in CWS-836B, us.••iri.� clips a?Aidwn in . CWS-836B . • Is Large Missile Impact Resistant and does not require the use of shutters . ; • • • • • • May be used in the High Velocity Hurricane Zone • • May only be used with Custom Window System, Inc. windows, please see separate i4ttItal window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. 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. pNf na�iil 4ID F W f t,`i�i Lucas No ss2o1 9/26/2017 Turner ` * ; * • * = Lucas A. Turner, P.E. 2017-09-28 -a : = FL PE #58201 srAYs aF 07:30+20:00 0:• 0NA1-��1� ANCHOR CLIP —• • • ••• 3" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIONS • • ••• ••• • FE I I I O I I I I O s II II O II II II O I I I I Q X I I I I Q X II II I II IIQ I I X I I I TWO) IL 10 G F E %� ANCHORCUP I 9 EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...............1 DP CHARTS.................................................2-3 BOM & EXTRUSIONS.....................................4 EXTRUSIONS .................................................5 SECTION VIEWS.........................................6-7 CONFIGURATIONS & ANCHOR NOTES INSTALLATION DETAILS ..........................9-10 —ANCHOR CLIP • • % •• • • • • GENERAA15TES: a •• 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • TH LORI A BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH • • V CITY• ljfiRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL • • D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. • • • 2. CQ*4PL%-MONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL. 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2-3) • • 44 ANCI-16UGE: THE 33 1/3 6 STRESS INCREASE HAS NOT BEEN USED IN THE • • • 9ESIGIMOF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD • • DURATIOD FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. ~ • 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. I I O I I O I I 4 X I II I 4 X 1 I EXAMPLE VERTICAL MULLION FOR VC WINDOWS FOR SECTION VIEWS ONLY Lucas Turner 2017-09-28 07:12+20:00 WIV 9 m 1900 SW 44TH AVE. ffi OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULL BAR IMPACT z 3 ¢Z3 1-Ow0W-10 awpW O zoz w 3m z �w3z�3�x Z 7r2�Q�wpO U OUy�Za- n p �--7U- a <— wmo LLZ a3ow-mo- W U- U) o w V) w �n ww 0 -1 U) ?ha 3a wxx� a DREW ' 4��. GPy'`�CENSF;�Qti�' � : No 58201 •'�1� % %O� STATE OF :4k)� •;0R10� ���• 9/26/2017 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 09/27/12 CWS-836 B 'ALE: SHEET 1:25 1 OF 10 . . ... . . . ... . .. . . . . . . . ure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using four (4h) #10 Ve=gto qj MET ore3 I ITW Tapcons or ELCO U or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4' ELCO ULTRACONS. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 �7 • 93 a 99 a 107 3/ 1 4 120 126 80.0 1 80.0 1 80.0 1 80.0 1 80.0 1 80.0 1 80.0 1 80.0 .0 0J7 "1 50.15_41 BO.E • 1 W.s 1 80.0 1 80.0 C F O z W J J J :ONS into SOLID CONCRETE Qsemiv 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 132 138 145 3/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 3„ PVC MULL BAR IMPACT 65.0 65.0 65.0 65.0 1 72 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 64.9 1 61y7. -1 ; 59;1 -6 -56;) 2 -,V,7 ,1 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS 4 16' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD --------------------------------------------------------------------- )esign Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3' Mullion H-1758, with 1776 clips with six(6) #10 Screws into WOOD or METAL or 3/16'rTW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. OPENING SIZE (in.) 39 1 45 1 51 1 57 1 63 1 69 1 75 318 1 93 1 99 1 107 3/8 1 114 1 120 1 126 1 132 1 138 1 145 3/8 37 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 c 42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 68 1 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 65.0 1 64.9 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END) 1776 CLIPS - (6) #10 SCREWS INTO WOOD or METAL (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK TWIN :AL MULLION 4__ OPENING SIZE TRIPLE VERTICAL MULLION F w I I i LII � III �i OPENING SIZE TRANSOM OVER TW N TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION z z Z J Z J J J f E LI LI f-- OPENING SIZE I OPENING SIZE II F� 80.0 1 80.0 1 80.0 NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN SOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. TWIN TRIPLE TW NITRPLE W HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION N OPENING SIZE Z 0 a Z JI- L T 0 I� MULL LENGTH --I LU a. i � MULL LENGTH --I MULL LENGTH I- g z 3 azp I- 0,0 awoo LU o 7(wi Owzm LL IZZZ-W3zF�m2 0 ZQOxM¢Ww00 o z-(n-zl-ern P-ILMOOLLz > Q30w-20- � � � � H I--Z W OO o w Cr w a w w w hr W 0_j0P O WF0 O a0=�> It F a Lu 3wN a z2 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: DP CHARTS NON -INTERSECTED MULLS AWN BY: DATE: ADE 09/27/12 VG M REV.: CWS-836 B :ALE: SHEET 1:1 2 OF 10 . .. . . . ... .. . . . . . . ... . . .. .. . . . . . . . Design Pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips uslpg four 4) •Scr w n WOO or tIL or 3/16" ITW Tapcons into SOLID CONCRETE or WOOD, or 1776 clips "q�//7 with six (6) #10 Screws into WOOD or METAL or 3/16' rTW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. j/ '�/�(/�� (�/l1(�Y(Y®uuCr j/ (lr^j/ WINDOW SYSTEMS LL�J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWWCWS.CC OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 081 87 119 3/8 114 120 126 132 138 145 3/8 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 0.0 05%0 50.0 50.0 50.0 50.0 50.0 50.0 c 42 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 0.0 50.0 • •50a 50.0 50.0 50.0 50.0 50.0 50.0 = 48 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 •60.0 • • 50.0 • • M50.0 59. 50.0 50.0 50.0 50.0 50.0 50.0 3�� PVC BAR IMPACT 53 1/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 z W63 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1MULL 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 • • 5p0 4aoW• .50.0 50.0 50.0 49.4 47.3 68 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50. g §110 5 0 0.0 0 50.0 49.8 47.6 72 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 • • 51P.0 0 • 500 •50.0 1 *45.4 44.0 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 59.0 • 5 0 4 8 • O- p • 40.0 5 z z Q z w-jo a�Zw DP CHART IS FOR: INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): W 12 zOz X--I:= �Z w � z O X 3 1522CLIPS LL z OME O OFZ-OOa¢WOO a a - (4) #10 SCREWS INTO WOOD or METAL O rn y z u)) Z Z (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z O _ rn 0 z O Z O LL (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK a > O O a3oW-=Oz 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL W LLO (A W rn W 9) W (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a O z = a W O _ (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 0 _ 0 W 3 W F a W a a PN0REW TWIN/TRIPLE HORIZONTAL MULLION vv' No 58201 t S *; •.* VERTICAL MULLION r * 77-- T I O: STATE OF :4&, -- LU z-- i ISINGLEI W i TWIN I OR -J - - - - - O I TRIPLE UNITS IBELOWI L I 1 9/26/2017 I F_OPENING S¢E II Fes- MULL LENGTH" LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESCRIPTION: NOTES: DP CHART 1. THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. DRAWN BY: DATE: 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) AIDE 09/27/12 THROUGH THE USE OF MULL BAR CLIPS. AN DWG p: REV.: INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED scALE: SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 OF % . . .. . . ... . . . . % . . . ... .. . . RIPTION • • • • LINE ITEMS NOT USED: • 5-6. 12 • • • •• • • • • • • • • • • • 1••• ••• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • x 3" MULLION TUBE R #12 HEX WASHER HEAD TEK SCREW *(see note below) 1 1/2", PANHEAD PHILIPS ZJNC AT WASHER ON CLIP 4NT ;AP • USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 1 3/4• 1/2" 11/16' 1/16• 1/16• Ins• w= DRIPP CAP AP S-1895 MULLION INTERIOR COVER S-6018 FLANGE ADAPTER S-1896 - f�, 3/8• I I , 21 1/8" 3• MULLBAR H-1758 13/I16" TOP VIEW mmm= • 7 1 3/16• 1/8" MULLION CLIP S-1897 A SCORE, BEND AND BREAK i TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR DETAIL A TYP. FIN FRAME 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. .. . . . .. ... .. . ......... . •• • • • • • ••• •• 0 1/4• (TYP) 1 7116• LI III III 1 3/4­--�— 1 3/8•� ,a 2 1/4' L t/8' 4 7/8'— F- 1522 - 013 NEW CONSTRUCTION / FIN INSTALLATION FRAME TYPE OPENING (F4522-XXX) _ (F-1767-XXX)� FLANGE NEW F-1 13 F-1767-001 RETRO F-1522-006 F-1767-001 FIN NEW F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 2 �{ 3/8• 7/16• 7n6• '/16• 111/16• ][ 117/8•I 3/8 1 5/i6' 15 2 3/16" L 1/8' f� 4 7/8" �I F-1522.006 RETRO / FLANGE CLIP Qg�mm 1900 SW 44TH AVE. OCALA, FLORIDA U474 WWW.CWS.CC 3" PVC MULL BAR IMPACT i 3 az3 H nwoW-ja ¢WoO O zw0 Ox: :m_ li I111 ZH��2 O 6mmI-OWWOO U 0 za- mV~ia N Oz0ozoU0 Q3QQOw—xo_ QQNN OQWWOZ W WNH'Dw .IzF-aw=wwo w0 a �puuby `�,%� IAORE W SIN,, 410-.��GEW3FG�Y'G'. `v No 58201 " �� ir 90� STATE OF �Qjw: 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 09/27/12 IG #: REV.: CWS-836 B ALE: SHEET 1:2 4 OF 10 'L' ANGLE 3' MULL CLIP, FIN (LEFT) F-1767-004L OUTSIDE . . ••• . • . ••• .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• •• • • • • • • •• • • • • • • • • • • ••• ••• ••• • ••• • .• . . . .. ••• .. • • • • •• • • • • • ••• •• 'L' ANGLE 3' MULL CLIP, FIN (RIGHT) F-1767-004R FRAME TYPE OPENING ---- - -- - ---- (F-1522-XXX) (F-1767-)O0 NEW F-1522-013 F-1767-001 FLANGE RETRO F-1522-006 F-1767-001 NEW F-1522-013 F-1767-004(L8 FIN RETRO F-1522-013 F-1767-004(L4 NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522.006 F-1767-001 r— 2 3/4' 1 518' 12 3/4') 3/8-L— (2X) 7/16' THRU 1/2' 2 1/4- THRU (TYP) OUTSIDE 'L• ANGLE 3' STANDARD MULL CLIP - F-1767.001 WI�® EMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ..WW.--Cc 3" PVC MULL BAR IMPACT g z 3 azo H ow0 pb w zOz wrzt - woo a KOd a ?=� Z0NZU0=)-zoj- m3wapp- W MNOwd)W w u1W z 0-jwI- woaw=w uiNo �aa a r 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRFTION: EXTRUSIONS DRAWN BY: DATE: ADE 09/27/12 DWG#: REV.: CWS-836 B SCALE: SHEET 1.2 5 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . I WINDOW SYSTEMS • • • • • • • • 1900 SW 44TH AVE. • • • • • • • •I OCALA, FLORIDA 34474 • • • • • • • WWW.CWS.CC •• • ••• ••• • 3" PVC MULL BAR SEAL BEHIND FLANGE O SEAL BEHIND FLANGE PRIOR TO ATTACHING • 0 • • • • • • APPLY SEALANT ALONG FULL LENGTH OF WINDOW FRAME 0 IMPACT PRIOR TO ATTACHING TO MULLION 2 TO MULLION • • •2 • • GROOVE PRIOR TO ATTACHING 2 9 1 9 •� • • • • •• COVER 1 ¢? 3 aZo 11 i• 11 11 11 Z Wwo owoo 0 FIN MUST BE REMOVED WHERE WINDOWS w a Z O Z W= Z 1= O W�_ CONNECT TO MULL Z H W� Z 2< 0= W 0 0 F tL V HUaU V u ? ON zoozo0 > wOoZa3o HORIZONTAL MULL BAR SECTION �1 HORIZONTAL MULL BAR SECTION A VERTICAL/HORIZONTAL MULL BAR SECTION O o (D o w w w LL s FLANGE FRAME WINDOW s FIN FRAME WINDOW s BOX FRAME WINDOW a. i = a = p 2 _~w x w3w� I I m F- D. X O. —---------------------------- --------------------------- 11 1 2 APPLY SEALANT ALONG FULL E Nw� '•�� SF •••Zf� 11 1 2 LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP '� J • -P ADAPTOR Z- : No 58201 : �'310.• STATE OF : FIN I 0 cC O q 10p,✓�\4111 WHERE WINDOWS CONNECT 9 1 ''���S�ONA TO MULL n0 z DETAIL A 9/26/2017 SEAL BEHIND FLANGE 10 (SEE DETAIL B) SEAL BEHIND FLANGE PRIOR TO ATTACH W G 10 (SEE DETAIL B) LUCAS A. TURNER, P.E. PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PE # 58201 TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. I PRIOR TO ATTACHING FLANGE ADAPTOR NORTH PORT, FL 34288 �1VERTICAL MULL BAR SECTION �1 VERTICAL MULL BAR SECTION 1 s FLANGE FRAME WINDOW s FIN FRAME WINDOW I SHEET DESCRIPTION:0-1574 I LSECTION VIEWS �O MULLS o� DRAWN BY: DATE: ADE 09/27/12 10 DWG#: REV.: CWS-836 B DETAIL B SCALE: SHEET I 1:2 6 OF 10 .. .. . . . .. .. . . . . . . • . • . . • • • • • • • ••• • • • • ••• 0 0 A •:C).•• ••• ••• •:O • • • • • • • • • . • • • ... ••. .•. • .•• •• • • • I CDCDy; ;; ;r IL ill�; tL� T I; AJ) A ' 17 TOP VIEW FIN FRAME 5" MULLBAR (H-1760) rr (SEE SEPARATE APPROVAL FOR 2 4' MULLBAR (H-1759) APPROPRATE DP CHARTS) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) Pn _—T ' inSEE NOTE 1 7 11/16• MAX. EDGE DISTANCE SEE NOTE 1 7 11/16• MAX• EDGE DISTANCE 1 1 1 1 19 SEE NOTES 1 & 2 19 SEE NOTES 1 & 2 SEE NOTE 4 0 (1 EA/CLIP) SEE NOTE 4 (1 EAJCLIP) 0 �C1 5' HORIZ. TO 3" VERT. MULLBAR SECTION �1 4" HORIZ. TO 3" VERT. MULLBAR SECTION 7 FLANGE FRAME WINDOW 7 P G 'RAFtEWfN6UW SEE NOTE 1 SECTION VIEW A -A DISTANCE 19 SEE NOTES 1 & 2 (1 EA/CLIP) SEE NOTE 4 0 29�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT z 3 aZo t- ow0 awp6 w I-w1Z,�gx Z w-' m . 0 v uai�_OaPwa. Z-NZZ~U� a F�LL��OLLZ � �30�FF0- Z W OLLO�NOW(nW zCOa O�,WI- 0 w~X w=IE a F a of a. E `�O�Q��.��GN FGQy�i �v� No 58201 9O: .STATE OF �4r, r� 9/26/2017 %C1 3" HORIZ. TO 3"VERT. MULLBAR SECTION LUCAS A. TURNER, P.E. 7 F G A €WINUUW FL PE # 58201 1239 JABARA AVE. NOTES: NORTH PORT, FL 34288 PH. 941-380-1574 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (CITY 1) AND 20 (CITY 1). AS SHEET DESCRPTION: SHOWN ABOVE. SECTION VIEWS 2. PRE-0RILLED HOLES (THRU H/V CLIP 1897), BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". DRAWN BY: DATE: 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH DWG #: REV.: MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. CW S-836 B 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • i • ••• TWIN VERTICAL MULLION TRIPLE VERTICAL MULLION • TRANSOM OVER TWIN VERTICAL rtULLION •• •�• • (~7 i J z Z J � 7 J > z •• J• • • • ••• 1 • • • �• • • • • •• 0. • L j•II • . • ... .. 4�--- OPENING SIZE --I OPENING SIZE F^ OPENING SIZE TWIN r HORIZONTAL MULLION I N CD w 0 O • �I►—MULL LENGTH —•i TRIPLE HORIZONTAL MULLION 0 z z w OT T 1►—MULLLENGTH OPE Si TWINITRIPLE HORIZONTAL MULLION MULLLENGTH TRANSOM OVER TRIPLE VERTICAL MULLION L_ --1 OPENING SIZE F--- TW WRIPLE rVERTICAL MULLION I O w i (_OPENING SIZE -- NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. fl HORIZONTAL MULLION w i ISINGLE1 z TWIN w OR O TRIPLE� L UNITS BELOW F_ MULL LENGTH--� NOTES: 1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 3. ALL MULL CLIP 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. 4. 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 9. 5. 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 - 1X BUCKS ARE OPTIONAL. 6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. 7. 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 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. 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), FMA/WDMA250(BOXWINDOWS),FMA/AAMAMIDMA300(EXTERIORDOORS) WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULLBAR IMPACT g z 3 ¢zp I- ow0w-ja wwpo o Z Wz�} O W 3 w w I-WZH3i M= z ZOmm<XWOO yZ Q OZOOZOOV 1--U.20 U-z Q <QOwFmZO- K w ��uj wviw hwa OJNH O wN0 w=wy n a w�a 4ORE W E N Z -ai : N. 58201 •�?� %Q' STATE OF 0. '418111*1461 z� 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 CONFIGURATIONS AND ANCHORAGE NOTES AIDE 1 09/27/12 CWS-836 B 'ALE: SHEET 1:1 8 OF 10 . . ... . . . ... .. .. . . . .. .. . WIWIN�UL/(i • • •• •• • •• 1900 SW 44TH AVE. •• • • • • • • • • •• • • • • OCALA, FLORIDA 34474 • • • .6. f • • WWW.CWS.CC • • ••• ••• • ••• • • • • • • ••• • 3" PVC MULL BAR •• • • • • •• ••• •• IMPACT . ••• . . . • •. . RETROFIT 6 6 • • 'L' ANGLE MULL BAR CLIP g Z 3 MULL BAR CLIP • • • a • • • • • • • • TWO REQ'D PER EACH END OF MULL MULL BAR MULL BAR W Q FW Q Q Z -, F Z ui I rll LLW Z 1= _ v J "lr J ; _ _--_ Z 1-�ZO-:;CM= =mQwWO0 INSTALLATION ANCHOR I J INSTALLATION ANCHOR 0~ O U d= a. N? I L_ SEE TABLE 1 I SEE TABLE 1 p Z Z j SEALANT ALONG L ADD STRUCTURAL ELEMENTS SEALANT ALONG - L - ADD STRUCTURAL ELEMENTS Z O Z U to Z =O a V OUTSIDE EXPOSED ,�, — - AS REQ'D TO MAKE LEVEL FOR OUTSIDE EXPOSED _ AS REQ'D TO MAKE LEVEL FOR } Q 3 -0 W S 0 Z EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER MULL BAR 2 f- H H Z It PERIMETER SEALANT PERIMETER SEALANT W O CI � vi O W to W BY INSTALLER INSIDE AND OUT MIN. EMBEDMENT BY INSTALLER INSIDE AND OUT MIN. EMBEDMENT a0 tL W O -J H Z - a d 0 � > SEE TABLE 1 SEE TABLE 1 W H O a H a LU�a� SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 w►i+l++++++ W Th,� D VERTICAL SECTION 9 \ / E1 VERTICAL SECTION `�p��PNORE ��`qf?• • "GEN '•:� ��� •�� 3F Qy��� TYPICAL FLANGE (RETRO FIT) ANCHORAGE 9 TYPICAL FLANGE (-L" ANGLE) ANCHORAGE JV: HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION No 58201 2 .0. STATE OF ;mow` ��:�cn �CORIQP•���:�• TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MN.) 3116" INN TAPCON 1" 3" 85 KSI MN. 3116" ELCO ULTRACON 1-3/4' HOLLOW or GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2' 2XMN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8' 7/8" OR ELCO ULTRACON 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HL.TI KWIK-FLEXOR rIW FULL THREAD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 7/16' 1/8' ALUM. (6063-T5 MN.) OR #10 GRADE 5 SELF -TAPPING / FULL THREAD 1/8- STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.126' 7/16' NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 4. FOUR (4) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER'L" MULL CLIP, SEE SHEETS 2-3. 5. SEAT MULLION TIGHT TO MULL CLIP. 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. i_ 5z. 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS FLANGE AIDE 09/27/12 VG #: REV.: CWS-836 B ALE: SHEET 1:2 9 OF 10 . . ... . . . ... .. .. . . . .• .• . . . . . . . . . . • • • ••• • • • • ••• • • • • • • •• • • • • • • •• • • • • • • • • • • • s00 • • • • • • Go .. .. . .. •.. .. . ... . . • • • • . RETRO FIT MULL BAR CLIP "L" ANGLE CLIP TWO REQ'D PER EACH END OF MULL MULL BAR - -1 MULL BAR JL1! � JLJ! INSTALLATION ANCHOR �r f t = INSTALLATION ANCHOR SEE TABLE 1, SHT 9 I I SEE TABLE 1, SHT 9 SEALANT ALONGE " SEALANT ALONGE OUTSIDE EXPOSED .e - OUTSIDE EXPOSED .d EDGE BY INSTALLER ob°;• EDGE BY INSTALLER oti°o• EXTERIOR FINISH °off aY _ _ _ _ MIN. EMBEDMENT EXTERIOR FINISH 'off �• _ _ MIN. EMBEDMENT BY OTHERS : o:. - - — SEE TABLE 1, SHT 9 BY OTHERS • o;� - - - - SEE TABLE 1, SHT 9 PERIMETER SEALANT PERIMETER SEALANT BYINSTALLER BY INSTALLER INSIDE AND OUT INSIDE AND OUT SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 ^ SEE TABLE 1, SHT 9 MIN. EDGE DIST. MIN. EDGE DIST. SEE TABLE 1, SHT 9 SEE TABLE 1, SHT 9 �F1 VERTICAL SECTION K-G1 VERTICAL SECTION 10 TYPICAL FIN (RETRO FIT) ANCHORAGE 10 TYPICAL FIN ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 20tnis 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT g z 3 aZo awo W ZOZ D_CrzC � QN?�Y00-'300 IL ZFZw zZF-�Z= 0 OFOa¢wp0 U Utn�-Zaa- 2 p w'-�jUo p3u-w16 000-z W u- in a co w i`ywa 0 0 wPOw w=u) a a Ira 9/26/2017 LUCAS A. TURNER, P.E. NOTES: FL PE # 58201 1239 JABARA AVE. 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT, FL 34288 AFTER INSTALLATION. PH. 941-380-1574 2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW SHEET DESCRIPTION: UNIT AS NEEDED. INSTALLATION DETAILS FIN 3. FOUR (4) ANCHORS REQUIRED PER "T" MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. DRAWN BY: DATE: ADE 09/27/12 4. SEAT MULLION TIGHT TO MULL CLIP. DWG#: REV.: 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW CWS-836 B SPECIFIC INSTALLATION DETAILS. SCALE: SHEET 1:2 100F 10