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WS-18-2077Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-8-18-2077 ■ Permit Type: Windows/Shutters ermi t°' kCtass cation: Window/Door Replacem P PermitStatus: APPROVED issue Date: 8/10/2018 Expiration: 02/06/2019 Parcel Number Applicant 415 NE 102 Street Miami Shores, FL 33138- 1132060170780 Block: Lot: SUSAN GAIL BAKER Owner Information Address Phone Cell SUSAN GAIL BAKER 415 NE 102 Street MIAMI SHORES FL 33138- 415 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 Cell Phone Valuation: Total Sq Feet: $ 12,900.00 0 Type of Work: REPLACE 6 WINDOWS AND 1 DOOR No of Openings: 7 Additional Info: REPLACE 6 WINDOWS AND 1 DOOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $2.55 $2.00 $2.60 $170.00 $9.00 $10.40 $204.35 Pay Date Pay Type Invoice # WS-8-18-68444 08/03/2018 Credit Card 08/10/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 154.35 $ 154.35 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to pertaining thereto and in strict conf accepting this permit I assu •e e required for ELECTRICAL, P OWNERS AFFIDAVIT: construction and zo e of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations ty with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In sibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ove-n med ctgr�do the work stated. August 10, 2018 Authorized Signature: Owner Applicant / Contractor / Agent Date Building Department Copy August 10, 2018 1 Inspection Worksheet Miami Shores Village 10050 N. E, 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000692-2018 Permit Number: WS-8-18-2077 Scheduled Inspection Date: October 16, 2018 Inspector: Naranjo, Ismael Owner: SUSAN GAIL BAKER Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Address: 415 NE 102 ST Miami Shores , FL 33138 Project: <NONE> Contractor. FLORIDA HOME IMPROVEMENT WAYNE THOMAS BURNETT Phone Number: Parcel Number: 1132060170780 Phone Number: 9647924416 Building Department Comments REPLACE 6 WINDOWS AND 1 DOOR Checklist Item General Comments Passed Passed False Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Comments Inspector Comments October 15, 2018 For Inspections please call: 305-762-4949 Page 10 of 24 .\Lp\n Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION 0 BUILDING ELECTRIC ❑ ROOFING []PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: y lc me ID? s \-- RECEIVED AUG 03 2018 FBC 20(\- Master Permit No. U' S Icy 7_0�A" Sub Permit No. Ei REVISION ❑ EXTENSION (] RENEWAL El CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: 1-37 oCr ,rr -Cj Z ip Occupancy Type: Load: zio: Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder):. Vjn ke! Address:1-((C (OZ s \- City: M C.tM\ S \—‘o ✓'e S State: '. Zip: 331 ? R` Tenant/Lessee Name: N/A Phone#: N/A Email: N/A BFE: FFE: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE city: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT Phone#: c l G F7b Phone#: 954-7924415 State: FL State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Address: N/A Value of Work for this Permit: $ 123(n Type of Work: ❑ Addition ❑ Alteration Description of work: REPLACE (0 -�•S Q. CC) 7 zip: 33312 Phone#: Certificate of Competency #: city: N/A Phone#: N/A State: N/A zip: N/A Square/Unear Footage of Work: ❑ New 1] Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ ('O ' Cc Radon Fee $ 2 • Go Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ OBPR $ 2' SS Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A city N/A state N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A Zip N/A City N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS; TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR' PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencementand construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certlfled copy of the recorded notke of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Signature 0 "'RorAGENT The foregoing instrument was acknowledged before me this JUS�iJday o"7�y'Y/,� 20 Cv by , wh . is persona own to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: **************** 40:'4;i;,. ABDIEL R. CASTILLO •, :,5 MY COMMISSION # GG 079600 +.F %►��P' BondedEXPIRES: March 6 2021 or � ...... N Notary Pubic Underwdfgrs APPROVED BY Plans Examiner Signature CONTRACTOR The foregoing trument was acknowledged before me this ,20I6 Z ( day of \ by 1?`JA-s, who is,personal'. flown to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************************** Structural Review (Revised02/24/2014) as MIGUEL A MERCADO MY COMMISSION # GG095745 EXPIRES April 19, 2021 ********************* Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 ; OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-0780 Property Address: 415 NE 102 ST Miami Shores, FL 33138-2452 Owner SUSAN GAIL BAKER Mailing Address 415 NE 102 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,538 Sq.Ft Lot Size 8,850 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $265,791 $265,791 $221,132 Building Value $118,641 $119,533 $120,425 XF Value $4,509 $4,548 $4,588 Market Value $388,941 $389,872 $346,145 Assessed Value $388,941 $277,019 $271,322 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $112,853 $74,823 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description AMD PL OF MIAMI SHORES SEC 4 PB 15-14 E1/2 OF LOT 14 & LOT 15 BLK 92 LOT SIZE 75.000 X 118 OR 20778-0630 10 2002 1 Generated On : 7/26/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $338,941 $227,019 $221,322 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $363,941 $252,019 $246,322 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $338,941 $227,019 $221,322 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $338,941 $227,019 $221,322 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/03/2017 $515,000 30708-0721 Qual by exam of deed 04/01/2008 $360,000 26384-1925 Sales which are qualified 03/01/2005 $399,000 23227-3220 Sales which are qualified 10/01/2002 $259,000 20778-0630 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/ 7/26/2018 • F\Jliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Date Print Name k Rabb Name ImpovenweAssoddev Meese e11/1 i W sad S1. Ft. UMW". ►i 1171i Name: B pd Tel: 151.712r 411 diced Dodo301.5114455 %Talc RIAPRODUCT5 O Dealt INFOSnornomigitaXel But. Phase: L(!r/i/r /J . %�I �b.c.. �.1 +sal ! _ l4ddrei z h - _+ 11thy lr State ZipasCorreaamade.ndenteredIntoebb / f 'day 1./u`y 20Ki/andbetween Florida lkoomi prewnemA+aoebtas.I&. e Ronde corporation IYaateaor a'MAIL and ouner{1) named above of the raider= looted at die address Step above Me nerl- reads ownovetwin essomints Replacement %Windows Contract Home Phone or. 31f 7o Contruaorapeesto perfamthe taxi i described bebm 11 genera mates orbs tobereels:W.1Nd1E:Removed Item ore Indytobedamaged) 21 s'tepeve ailempas areeawyto reach? replacement units. 31 W PHA Empp Dorm Seer _ Simonton Vinyl Mudded Mel Alambonn bsdaled. ^ Almdrsrm NomInso Red 4) Doerr MEND, iftna Sew Mann babied, rm'+*aivr 3313dr tArtlaas a aiawM tram Ma tilde On Aldine dam Isms Aglcs ad Plead womb am sdnWad. ON Orresnes mad slave free* deers the lama a Madded skid MMaga and tett tKa. On pedirfiaeda Deem Mr msii sewdoor lc leendlyd impact; I ( ) Cidort. lade This Tar II No-fF Rookilloa mart AA PO FA RAF AM FM 4t� QV_ city_ WV_ FA AF Bronco RH MS MAI 0 ihdelbeNDIDNE IRI(�ile DINILIDEE Cb 1"'[i L t170c/ CI'tr /-'1'yt1a.'filtedieissdl 7dK.l .1r-"i r, rli Wrt1ALMESI4 ObrraaM sRaadoctsreh Wooly sera n, r- 5) MkukNDTtobewla�pwet/- ei OUI1 At £e 6104 tNrlfAl HERE-h Pk" 4 fq4ilok.#14iir %7•46372M7ro •1 Oeseuplobdent aedmode nmisayperwAar PP24 .10. 04%, band lamrence. 4! 3Nelicshle.Otto moat that Coreactorbumble forwhateverreaonmabtainreproper sPriorNcornmomeme tofanywalk. Qr1ordoe rehmdany prevbmpapaentandthi,t crsitonAsabeautomattailp - - AddMlalulDm( t "�}��arl 1{to bj/(��('pfJe nrdlfs noli hlby'.� kr( •)Mello Contractor.bas cpnrn fl jhe wart withlailays after raearMar of the Coetract(the 'Commencement Dat land asap endeavor to tompkeeseWade herevedersullen days after dm Carameneement Date. The TOTAL dnatsrattow and Materiels seek►dlosear amine* Shemin) a $ Ceram Payment $ Balance Payable $ Cbatraaar tad provide to owner a Feud Waiver and Muse of lho end tiont acpei Medal brlrAle*dia Stammf2entl AsiJ Cerarau s Sales Tae s , (1 applicable) Tool Contract Puce S Ankle* to Owner, substantlesy similar to the farms Ode era Owedeaelaappryaf /41the anmanertne hMOM ind ant(Yes diledlee Pomade, or seat MaMeloibeOmer. dlrmdne hdreal wneba lo:a al.aveatenndithawdeora mmeenact¢rdedieriwowtMssownwyleWEL Witmer anMMeNa a coevalMraam*aoattlr was samba Walt M pratedtlam r4al rear. dam ilo nwdsamuwscommetoohmswerowwetraamme wrmr bamwepdaraWsnr4ovatesMermanyampnspwgchasms,betrwdmea ova made amass oammen undwolan at madam Mo o mabaetanl Smaddasememir beldame aos wanton am itigonma: This oattTi r cucact ombo r the entire contract se el the Wis. It mall not be dinged bra* bid rile by s algal chime order oe other subsequent breaeb bya'wpmly. IN tap partp ofa beach of sap prwidos atthh contract did not operate or be construed as o waiver ofny a IN WITNESS WHEREOF, the Panics hereto hose executed this contract, under seal, el of the day and year first above written. TSon theoo Ow Dyer mytoned ed e DAM oM se oil One Flee to midnight on Ds third badness ebry anise Ss rids of bib lesllstloo earn ter en ssplsnggon rd Ns debt. trtsent tton. Oabte� Sits*4 Olinanya of Owner) lRostaece ammo Date Home OwnersqssisdationName: ( ) No X"ng Nome: P;=qh (GCp-GCp�) V (mph) Risk Category Exposure Kd Kn 175 1 C 0.85 1620 FBC for HVHZ. or Fig. 26.5-1a Table 1.5-1, page 2 Section 26.7 Table 26 6-1, page 250 Figure 268-I, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 140 degrees theta 14.0 degrees M . Roof H • t 16 Area ofcomponun 10.0 sf 40.1 40.1 -43.4 -53.6 -44.0 -54.4 Area of component one 4 38.8 -42.2 39.3 -42.8 15.0 sf Zone 5 38.8 -51.3 39.3 -52.0 Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334328 FL. CA # 009217 Intstuctions and limitations of Use Wind Velocdes in South Flonda Dade Broward Palm Beach Risk Cat. 1 . 165 156 156 Low risk to humans (farms sheds) Risk Cat. 2 175 170 170 Single Family Reside.. Risk Cat. 3&4 186 180 180 Essential Facilities 2 3 4 5 8 7 8 9 10 11 12 Area ofcomponent Zone 4 38.4 -41.8 38.9 -42.4 20.0 sf Zone 5 38.4 -50.6 38.9 -51.3 Charts provide wind pressures based on the mean roof height. And shall not exceed 80'-0". Design pressures are for an enclosed buitinding (shutters or other impact resistance protection required). User shall determine the mean roof height, ( Eave height + Roof Peak)/2. End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. Wind pressures are based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE #58214 or Mark LeBlanc, PE #35883 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is vaild for FBC 2014 (5th edition) and 2017 (6th edition) No reduction is taken for slopes less than 10 degrees. Area of component Arca of component Zone 4 37.9 -41.4 38.4 -42.0 25.0 sl' Zone 5 Zone 4 37.9 37.5 -49.8 -41.0 38.4 38.0 -50.5 -41.6 30.0 sf Zone 5 37.5 -49.0 38.0 -49.7 Arca of component Zone 4 37.1 -40.6 37.6 -41.1 350 sf Zone 5 37.1 -48.3 37.6 -48.9 Area of uemponalt Zone 4 36.7 -40.2 37.2 -40.7 40.0 sf Area of component Area ofcomponemt Zone 5 Zone 4 36.7 36.2 -47.5 -39.8 37.2 36.7 -48.2 -40.3 45.0 sf Zone 5 Zone 4 36.2 35.8 -46.8 -39.4 36.7 36.3 -47.4 -39.9 50.0 sf Zone 5 35.8 -46.0 36.3 -46.6 Area ofcomponent Zone 4 35.4 -39.0 35.9 -39.5 55.0 sf Zone 5 35.4 -45.2 35.9 -45.8 Area of component 60.0 sf Zone 4 Zone 5 35.0 35.0 -38.6 -44.5 35.4 35.4 -39.1 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 38.5 -51.1 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 37.2 -48.8 -40.8 37.2 36.8 -48.0 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 35.9 -39.6 -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 39.0 -51.8 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 37.7 -49.4 -41.3 37.7 37.2 -48.6 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 36.3 -40.1 -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 39.4 -52.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 38.1 -49.9 -41.8 38.1 37.6 -49.1 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 36.7 -40.5 -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 39.8 -52.9 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 38.5 -50.5 -42.3 38.5 38.0 -49.7 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 37.1 -41.0 -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 40.3 -53.5 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 38.9 -51.0 -42.7 38.9 38.4 -50.2 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 37.5 -41.4 -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 40.7 -54.0 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 39.3 -51.5 -43.1 39.3 38.8 -50.7 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 37.9 -41.8 -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 41.0 -54.5 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 39.6 -52.0 -43.5 39.6 39.2 -51.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 38.3 -42.2 -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 41.4 -55.0 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 40.0 -52.5 -43.9 40.0 39.5 -51.6 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 38.6 -42.6 -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 41.8 -55.5 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 40.3 -52.9 -44.3 40.3 39.9 -52.1 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 38.9 -42.9 -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 42.1 -55.9 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 40.7 -53.4 -44.7 40.7 40.2 -52.5 -44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 39.3 -43.3 -49.9 27 28 29 30 45.3 -49.2 45.7 -49.5 46.0 -49.9 46.3 -50.3 45.3 -60.7 45.7 -61.2 46.0 -61.6 46.3 -62.1 43.9 -47.8 44.2 -48.2 44.6 -48.5 44.9 -48.9 43.9 -58.1 44.2 -58.5 44.6 -59.0 44.9 -59.4 43.4 -47.3 43.7 -47.7 44.1 -48.0 44.4 -48.4 43.4 -57.2 43.7 -57.7 44.1 44.4 -58.5 42.9 -46.9 43.3 -47.2 43.6 -47.6 43.9 -47.9 42.9 42.4 -56.4 -46.4 43.3 42.8 -56.8 -46.8 43.6 43.1 43.9 43.4 -57.6 -47.4 42.4 -55.5 42.8 -55.9 43.1 -56.3 43.4 -56.8 42.0 -45.9 42.3 -46.3 42.6 -46.6 42.9 -47.0 42.0 -54.6 • -55.1 42.9 -55.9 41.5 -45.5 42.4 -46.5 41.5 41.0 -53.8 -45.0 42.4 41.9 -55.0 -46.0 41.0 40.5 -52.9 -44.6 -53.3 -44.9 -45.2 41.9 41.4 40.0 -44.1 40.4 -44.4 40.5 -52.0 40.8 -52.4 41.1 -52.8 41.4 -53.2 40.0 -51.2 39.6 39.6 -43.6 -50.3 39.9 -44.0 .. No. 77012 * 5/-1 35 3/4 X 37 3/8 (+/-70) FL 16177.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 72 3/(4,./Xv6)1 1/4 . ...........,.........„.A FL 10136.1 • • • • • \ .1.3 0 3 • •••,_2. 2- 6 t, y 0.) r . , 35 X 82 1/4 1+75/-85) • .y„. 40 • „oil I iiidil t6.0: 4 • -..... - . .• •• •• •• • • 6 -0 • • '57-t° • 35 3/4.X 49 1/2 (+/-70) FL 16177.1 KIT (L`) GARAGE--- • TV ROOM MULLION 1 3/8 X 2 13/16 FL 9520.1 PERMIT #: L. -4 68 1/8 X 61 1/4 (4-60) FL 16736.1 35 3/4 X 49 1/2 (+1-70) FL 16177.1 ?'"/ Miami Shcres Village APPROVED ZONING DEPT BLDG DEPT BEDI DATE SUEMNE0 COMPLIANCE WITH ALL FEL ERAL STATE ANL) CCUNf Rutiorvo REGULATIONS L BATH, BED ' s-- '1- 9 )roti-4- 5 RECEIVED AUG 0 2018 1/4/2018 Florida Building Code Online FLORIDA OQPARTMIiNT OF Business Professional Regu atio FI nda r tw.4.10=r2 ► OFFICE OF THE USECRETARYJr BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications Product Approval USER: Public User product Approval Menu > product or Application Search > Application I id > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL16177-R2 Revision 2017 Approved 0 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Authorized Signature Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc •••••• •••••• • • FBC Staff I BCIS Site Map Unks I Search • ••• • • • • •••• • • • • •• • •• • • • • • • •• • • • • • Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El 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 0 Validation Checklist - Hardcopy Received Certificate of Independence 1L16177 R2 COI EvalReoort812C.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyKngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/03/2017 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16177 R2 II CWS-812C.odf • • • •••• Verified By: Lucas A. Turner 58201 • • Created by Independent TQird g y: Yes • • • • Evaluation Reports • • • • • • FL16177 R2 AE EvalReoort812C,pdf •••••• Created by Independent T gflry: Yes • Back • • • • •• •• • • • Contact US :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487 11824 • • • • • • • • •• •• • • • • • • • • • • • •• •o•••• • The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: privacy Statrment :: pccssibilW SYatrdR4nt•: $ebinrL4tatnmpoj • •• • •• • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records regtest, do Hit send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •1urslant 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 emalis 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 hem . Product Approval Accepts: Credlt-Card, Sate sccur1(vmi:n ics' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObF-AbzoQ%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 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 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements dl ,J3 Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements claw 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The pteduct testing standards performed are outlined below. Technical Documentation: • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Porfo •,. •„ 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. • 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified TestingZ,aboeatorieL • • • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed:: TAS.201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101./I.SS2/A44OE Qg. 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, .11.E.. •••. • .... •..• • . Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) - Air - 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor 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 fmancial interest in any other entity involved in the testing or approval process of this product. 44 P�OREW '4,. • Lucas �- ••• No 58201 • ` 13 r. .. • . V Turner - * . * : * : Z.% 2017-08-30 '; STATE OF : iu: 16:11 +20:00 '�,,�,ri•. a•,: �`�'�� 8/29/2017 ''F '••.� � p•' �.�� Lucas A. Turner, P.E. �'rs9;(34X� •��, FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 47 11/16" GLASS DLO A 63" MAX. OVERALL FLANGE HEIGHT 61 3/4' MAX UNIT HEIGHT B 2613/16" GLASS DLO 30 3/16" MAX. SASH HEIGHT X 26 7/8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 A 45 1/16" GLASS DLO 48 3/8" MAX. SASH WIDTH MAX. UNIT SIZE 51-7/8" x 61-3/4" DESIGN PRESSURE RATING +/- 70 PSF GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X'. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6: PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SFAI ANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. LucasTurne r 2017-09-22 13:36-04:00 • •• • • • • • • • • •• • • • •• • • • •• • • • •• • • • •• LARGE MISSILE IMPACT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • 0.31„„ir WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT ARY AND CONFIDENTIAL cc 0 a 0 ``t %ORE W i `J tCENg ;�.Q, • No 58201 "t��5 5 *' ,* ;*� STATE OF "4)" �� "�R � O ttttttttttttttt 9/22/2017 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: BAT DATE: 06/18/12 DWG 8: CWS-812 SCALE: 1:15 SHEET 1 OF 6 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 OUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE ■ Fr 1/8" ANNEALED It • I OUANEX DURASEAL i IG SPACER PURFECT GLAZE -Fr OR SIKAFLEX 552 • 4 1 -•, '�1/2" GLASS BITE i . e e I mg • 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 •• ••• • • • • • •• • • • • • •• • • • • • •• • • • •• • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • I' SETTING BLOCKS PER FBC 2411.3.3.11 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • •0• • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG CWS-812 REV.: SCALE: 1:1 SHEET 20F6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. • •• ••• • • • • • •• • • • • • • • • •• • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • s • • • s • • • • • • • • • • • • •• • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • • • • • • • • • • • • • • • c»> rWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL ..„unua„ �.,PNOREW T�.41. ` �.: No 58201 : 91 O :.* * !4-= �: STATE OF ••IL r. % t* -. � O pp O.,.e>, •tttttttttttttttt 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS DRAWN BY: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C SCALE 1:2 SHEET 3OF6 PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/FIg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/FIg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Giz. Bd., 7/8" Mikron Vinyl 18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 S-6014 Scm. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cover w/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray URrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary LbI. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Cover, Fixed Rail Mikron Vinyl 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel 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. PVC FRAME FLANGE-6031 7/8" r 9/16" i 1/16" REINF., IMPACT HOOK- 1112 1 5/16" } 7/8" L' 1/16" PVC SASH STOP - 6025 3/4" 3/16" 1 T 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" IMPACT HOOK S-1577 �115/16'� r-23/16" 1 5/8" 1 5/8" 1/16" ' ' PVC SASH BTM. RAIL-6028 1 3/16" 1 5/8" 1/16" PVC SASH SIDE RAIL - 6004 1/2" r11/8"1 1/16" PVC SCREEN CATCH - 6013 REINF. BTM RAIL-1699 -oI • • 5" • • • • PVC SASH TOP RAIL-6027 2 1/8" FIXED RAIL - 1836 9/16" 1 5/16" PVC FIXED RAIL COVER - 6063 5/8" FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 CalgaD WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT 5/16" PVC SCREEN SUPPORT - 6014 1/4.1 I — � ® } I`I 1' 7/8" —1/16" REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 • ••• • • • • • •• • • • • • • la • • • . r• • • • • • •• • • • • ',SCREW SUPPORT-3113 • • • • • • • • • • •• • •• •• • • • • • • • • • • • • • • ••• • • • ••• •• *2" • • 3/16" CD ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • •• •• . •• • • ••••• ••• • • • ••• • • PROPRIETARY AND CONFIDENTIAL ....PNORE rpr�,',, S �.: No 58201 ": 115 11 * ,*: =b: I cc:: S331. STATE OF ; 4/� ��es.%4 OR! Q-OC�� %s3lOfJA ;..... 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: BOM AND EXTRUSIONS DRAWN BY: BAT DWG 8: CWS-812 SCALE: 1:2 DATE: 06/18/12 REV.: C SHEET 40F6 6" MAX. (TYP.) 6" MAX (TYP.)- 17" MAX. O.C. (TYP.) 10 /2" MAX O.C. (TYP.) 4" (TYP.) 1 - 10 1/2" MAX O.C. (TYP.) 4" (TYP.)- 4" (TYP.) NOTES: X NO ANCHORS REQUIRED IN SILL 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. SEE NOTE 2 INSTALLATION ANCHOR (TYP.) ` MTG RAL 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 NI% BE USED IN SUBSIRAAES�W I�H 4TRENGTHS 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 WOOb BI.ft KS, IF•LiSED, 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: � • • • • • • • • • • • • • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RESORD ANp4INSTALaD N9FE•R W INDI OADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BGGI�4CK • • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • . . • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • on'ice WINDOW SYSTEMS �'� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL tttttt 1ORE,,,,,7, • r8.1 7"4 1 "�*• = STATE OF �41'tttttttttttttt 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE: 06/18/12 DWG#: REV.: CWS-812 C SCALE: 1:15 SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SFAI ANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM 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 MIN. EMBEDMENT SEE TABLE 1 06 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTAU.A,J10N FASTENERS $YD6TRerrETWE' ANCHOR TYPE MIN. EMBEDM CONCRETE (2.0 KSI MIN.) 3/16" MN TAPCON 1-1/2" 1-1/8" 1 HOLL(3W Z7FiCRl9UT FLL 'J16LL("� orc 1AM 1 9I1R" ITN TAP( C]N " CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT-FLLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" fiW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YELD MIN) #10-16 HLTI KWK-FLEXOR ITW TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM SUBSTRATE BY OTHERS SEE TABLE 1 INSTALLATION ANCHOR WIr ■I / • • • • • • BY I ST ' ,� • •• • • • • .1 •• •E• ••• •V • •• • F IZONTAL SECTION •• MIN. EDGE DIST. SEE TABLE 1 PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER •BDX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • •FLANGE REMOVAL NOTE: PeRT1ALL.Y OR FULLY REMOVING THE FLANGE, • • 1:P TO AND INCIfUDING A RO�•FR�1 E APPLICATION IS ACCEPTABLE PROVIDED: • • • • • • • • • • • • • • MIN. 1/4"FIL=ET••OF C IiRll1�CC1T1�O7N-GRADE ADHESIVE CAULK IS APPLIED • • INSIDEIAND OMIT, FULL AETTIMFTER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• •• Cilagaya WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT PROPRIETARY AND CONFIDENTIAL ��lunUhp, �� PNOI W T ,,,'i �-4 : No 58201 ";11' * :* t 9O; STATE OF ;�4r' S•.<OA1O� \t:`• ''ohs/ONA;�t;O�• 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG REV.: CWS-812 C SCALE: 1:2 SHEET 6 OF 6 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy 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.,.odify, or suspend the use of such product or material within their jurisdiction. RER reserves the right.to ��to voke thi§owmeptan .ei • • • • if it is determined by Miami -Dade County Product Control Section that this product or Iaater;a1 fails to.meet the • • •• requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the FlortIA Th?ilding Cotle, • • including the High Velocity Hurricane Zone. • ••.• DESCRIPTION: Aluminum Outswing Entrance Door-LMI . • APPROVAL DOCUMENT: Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door",'§h88ts 1, • • • 1.1, 2 through 5 of 5, dated 01/15/04 and Last revised on MAY 08, 2018, prepared by AL-Fatooei Qorporationj signed •.• and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision staulp wit the 34otice M•• Acceptance number and expiration date by the Miami -Dade County Product Control Section.. • • •. . • • • MISSILE IMPACT RATING: Large and Small Missile Impact .. . Limitations: 1. See Design Pressure (DP) capacity Single doors & Double doors VS locks + bolts, glazing types and water ratings in sheet 2. Higher DP Single/Double Doors at active leaf require 3-point lock 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. • MIAMI-DADE COUNTY APPROVED 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 Engineeri ..g Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03I15/08,'$,ig d and sealed by Candido Font, P.E. • • • • • • . • . 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, 2''A..'S 2U2-94 • 3) Water Resistance Test per FBC, TAS 202-94 • •.• •. • • • •• . . 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202.. 5) Large Missile Impact Test per FBC, TAS 201-94 •••..' •.; 6) Cyclic Wind Pressure Loading per FBC, TAS 203-9.0' •; • : .• along with installation diagram of aluminum outswing door, prepared by Hurricane ERgineej Vesting Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 0145/04 dim02/09/20:M.. all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0501.10) •. 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T 100, dtcl 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. 2. Test proposal # 07-3527 approved by BCCO. Asti, 1. L-,,.,,,.—\-.- Ishdq 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. • • • • . •• • . D. QUALITY ASSURANCE • •• • • 1. Miami Dade Department of Regulatory and Economic Resources (RERj' • • • • • • • • • • • • • •• •• ••• •• E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., Inc. for•their:`Trofosil infra;• clear, clear & color PVB Interlayer", expiring on 07/08/19. • '• • . ••• •• • • • • •• • F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 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 tq I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-2 rrr SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS LOWER DESIGN PRESSURE OF TRANSOM, DOOR OR Ij TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE— /' FOR ENTIRE ASSEMBLY 11 /7 ALUMINUM OUT$WING 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 MUWONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI—DADE COUNTY APPROVED MUWON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELTE 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 2BY 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 UMITED 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 15 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). TRIBUTARY END LOAD AND ANCHORS TO BE REVIEWED BY AHJ 5' MAX, HEAD/SILL CORNERS DOOR HINGES SEE SHEET 2 J FOR QUANTITIES & CAPACITY • LOCK OPTION '1' SINGLE DOOR W/ 3 POINT LOCK SEE Dp CHART ON SHEET 2 •• ••• • • • • • SURFACE APPUED j- FALSE MUNTINS MAY BE USED LOCK OPTION '2' SINGLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE Dp CHART ON SHEET 2 TYPICAL ELEVATION$ • • • • • • •• • • • •• • • • • • • • • • • • • • • • •• • • •• • • • • • •• • • • III • • • • • • • • • • • • • • • • • • . . • • • • • • • • • • • • • • THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • w ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • •ROT VC r REVIs adam�F4lt with she Fluid. dIns Cade Ammeter No is-t3116•D3 that. 004eaz"2aII Prefect C••Nei `/15111 I7 • i • J�NS•'••. 70 \ No. i 02 yr :*- May8,20182 • STATEC>r ' 4ij, II1tI11TTI COMP-ANL\WO ALUM OUTSWING ENTRA 8 IZ v E 0 off° n � sN d • 0u 5 [drawing no. W04-01 sheet 1 of 5 ) (4) ANCHORS AT MTG. STILE ENDS-. AT 3' O.C. DOOR HINGES SEE SHEET 2 _ FOR OUANTRIES do CAPACITY F / / ACTIVE LEAF 75 3/4- FRAME WIDTH 13' MAX. HEAD/SILL t 5' MAX. HEAD/SILL CORNERS \ / L_ Z 10 C 2 / 0 A 2 8 MIAMI-DADE COUNTY APPROVED MULLOJJ SEE SEPARATE NOA TRIBUTARY END LOAD AND ANCHORS TO BE REVIEWED BY AHJ 29' D.L. OPG. 36 3/8- 29' D.L OPG. 36 3/B' LEAF WIDTH LEAF WIDTH Y (3) ANCHORS -AT MTG. STILE ENDS AT 3' 0.C. INTO CONC. LOCK OPTION '2• DOUBLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE Dp CHART ON SHEET 2 (TYPICAL ELEVATION •• ••• • • • • • •ta • • • • • • • • ••• etas •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • .••• • • • • • • CAM_ . • • •• •• • • • • • • • • • • • . • • •• • • •• • • • • • • • • • • • • • • • • 0 • 0e0 • • • 0•• • • • • • • •RODUC f REVISSO v (gw tilt Y bendingAcceptancewh (-a(tie o3 Exptridon '!"'T'fq bwt Cowed T0892 ¢ ;u= u •• Mey 8,2O1 ` • SLATE OF �/•/ �`�vati.�T j / / DESIGN LOAD SINGLE DOOR SIZE WIDTH HEIGHT CAPACITY - PSF (X) DOORS GLASS TYPE 'A' EXT. (+) INT. (-) 2/6 3/0 3/6 6/8 75.0 I 85.0 75.0 ! 85.0 75.0 85.0 2/6 3/0 3/6 8/0 75.0 75.0 75.0 85.0 85.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. S SINGLE DORE; (OPTION / ) 3 POINT LOCK STSILM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON RIOR AND THUMB TURN ON INTERIOR. STRI 1-1/4' X 1/4" X 16-1/4' LONG ATTACHED WITH (2) 18 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 D1 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (*) INT. (-) 2/6 100.0 140.0 3/0 6/8 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER NFlLTRA110N RESISTANCE IS REQUIRED. OCKS SINGLE DOORS; (oPDON 12) UALLY OPERATED FLUSH BOLTS AT P AND BOTTOM OF ACTIVE LEAF PART 102181 ATTACHED WITH (4) /10 X 1-1/2" SINS. 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) 18 X 3/4' SMS HINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3", 9' AND 26-3/8" FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3", 9' AND 26-3/8" FROM TOP AND BOTTOM / / / ( / / /. \ / `\ 4% \ \ \ \ \ \ \ \ \ /' / / o / / / DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS 'HYPE •A' OR 'B' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 75.0 75.0 6/4 6/8 75.0 75.0 5/0 75.0 75.0 6/4 7/0 75.0 75.0 5/0 75.0 75.0 6/4 8/1 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE $ NOT REQUIRED. OMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQURED. LOCKS DOUBLE DOORS: (OPTION 12) ACTIVE LEAF. MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 102181 ATTACHED WITH (4) 18 X 1-1/2" SINS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. ITEM i PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLER/REMARXS 1 ER006 AS REGD. DOOR FRAME 6063-76 - 2 3 ER012 AS REOD. DOOR LEAF 6063-T6 - V21566 1/ LEAF DOOR BASE 130ARD 6063-T6 - -_-_ 4 VZ-1483 1/ DOOR FRAME SILL 6063-76 - 5 - 1/ DOOR SILL BASE 6063-76 - 6 V7-1481 AS RE00. ASTRAGAL SERE 6063-T6 - 7 V7-1535 4/ LEAF GLAZING BEAD 6063-T6 - 8 2301 AS REOD.. GLAZING GASKET EPOM OUROMETER 7525 SHORE A 9 - 1 SHEAR CUP 6063-76 - 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONIICELLO 11 00600X 4/ LEAF HINGES ALUMINUM GIESSE 12 110 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS RECO. BULB WSTRIPPING - - 14 110 x 2" AS REGD. ASSEMBLY SCREWS - HH SELF DRILLING 15 112 X 1-1/4 - FRAME ASSEMBLY SCREWS - SINS INACTIVE LEAF • • • MANUALLY OPERATED CONCEALED FLUSH BLTS AT wG TOP AND BOTTOM OF INACTIVE LEAF PART i;2168 ATTACHED WITH (4) 18 X 1-1/2" SMS. • •• • HINGES DOUBLE DOORS: TINS -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. • ••• • • • • • • • • • • •• • • • • • • •• • • C 3/16" HEAT STREN'D GI Arc 090" Interlayer Trosifol PVB t By 'kuroray Americo, Inc.' r3/16' HEAT STREN'D GLASS `1 TILT 1 . . • SIUCONE r •GE SCS 2800 SILGLAZE II r-3/16" HEAT SINEN'D GLASS 100" lnterlayer SerrtryGbs 1\ CBy 'Kuraray America, Inc: I-3/16" HEAT STREN'D GLASS \• I SILICONE r GE SCS 2800 ! SILGLAZE 6 GLASS TYPE 'B' GLAZING OPTIONS 'RODLcr REVISES NomPITINE4Mdin Code L•e F'Ieel•r Aeeepra•ce No 114•01 6Y1r'MM O•tr r /2e f /01 Product GNM NOTE: 4CLAS$•CAPACITIES ON THIS SHEET ARE 4BA3IED ON ASTM E1300-09 (3 SEC. GUSTS) Of/ FLORIDA BUILDING COMMISSION ••DECL•AEATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • • • • 000 • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 111 • • • 1{Ifllrji,//\ ••JGFNHf. � 7 . �Nc. 70582 • 1'r YY fS _I May 8,2018E-! v TE OF (y� 0 u TJ dT 5 tas � 11 0 1,JAI drawing no. W04-01 sheet 2 of 5 TYPICAL ANCHORS SEE ELEVATIONS • FOR SPACING EDGE ONT. d CB) EDGE DISr. TYPICAL ANCHORS — SEE ELEV. FOR SPACING ACCESS HOLES WITH PLUGS 1BY WOOD BUCK 3 /8 X 1/2" SMS 3" FROM ENDS AND 10' 0.C. MAX. (4) /12 x 1- SMS AT 2' O.C. MAX. AT CENTER OF SILL REOD. AT DOUBLE (XX) DOORS ONLY a iN TYPICAL ANCHORS SEE ELEVATIONS /FOR SPACING Ii SEE SEPARATE NOA 1I I FOR TRANSO _ J RATING AND ETAILS iFY _7L IA K 1 1 L J I l v 8 MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NDA (SEE Dp LIMIT NOTE IN SHEET 1) \ TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • •• ••• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. 8 METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING -..wwW1110IL 0,, :f a ISED • r wuVh�wi▪ �Y 1164" L>,pkatMs g1e_(4L11M IA.. \,,,. Yli•i Ihdet 'O•••n • INTO 2 1-1 2 "e'ei :e . A. -.II 'e I. 0,61 HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) " MIN. EMBED INTO BLOCKS J DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 414 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE 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.) STEEL: 1/B" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. • WWt AT HEAD OR JAMBS SG = 0.55 MM. • • CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. • • C-•90 HOLLOW/FLLED BLOCK AT JAMBS Vm - 2000 PSI MIN. ••• • ••• • • • • • • • • • • • •• • • SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50749• iEAI•ANTS. • • • ••• • • - •• • • . •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • cc 1 8 III 0- • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • TYPICAL ANCHORS / SEE ELEV. • o FOR SPACING • F MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA SEE SEPARATE NOA FOR SIDELFTE RATING AND DETAILS I, I I II ACTIVE LEAF EXTERIOR O O I D.L. OPG. LEAF WIDTH 42" MAX. FRAME WIDTH SINGLE DOOR (2) /8 X 355 2I LOCKS SEE. SHEET 2 LEAF WIDTH 1/4" MAX. SHIM SPACE METAL 1 i 7-STRUCTURE v I TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCKS SEE SHEET 2 (-FMEXTERIOR 1 l IN -ACTIVE LEAF I D.LO. i SM)S #8 X 3/4" LEAF WIDTH • ••• • • • • • •• 75-3/4" MAX • ' • • • FRAME WIDTH • ••• ••• • •• •• • • • •. •• • DOUBLE DOOR • ••• . • • . • • • • • • • • • • •• • • • • • • • • . • • • •• • • • • • • • • • • • • • • •• . • • • • . • • • ••• • . . • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • • • • • • • • •.• • • 1/4' MAX. SHIM EXT. LOCKS - SEE SHEET 2 1/4" MAX. SHIM 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING •RODUC E REVISES 1e easeMJl•R•il l e✓fFrY[ bri ics Cub Aetepl••ce N. '3 £lPw.fY• Duc IG In (1 „ IcL,' �j l fi rr' Ad( Prdrp C••Inl. ./-WOOD BUCK TYPICAL ANCHORS -SEE ELEV. FOR SPACING / ``/i11uf:F/11-i.. 0,< PP. ' Ilkft{/\t� * om .*:: U May 8,2018 STATE OF • � \, ••.FCORIOR•• 3 �� 0 9. of 0 c is 0 o •I d o 0 ow JJ_ drawing no.] sheet 4 of 6.1 1.815 3.937 -.1 .070 L.772-.1 DOOR FRAME 1.634 2.658 DOOR LEAF 3.177 O 1.772 -.1 .067 -• 2.921 -L1.636 -4 DOOR BASE BOARD 3.937 C 1.103 080 -Lf .238 5 i 1.043 SHEAR CLIP 4 .138-1 059 1.417 .571 1.772 -•'1 FRAME SILL 2.402 1.764 .063 _I .744 1.906 .591 ASTRAGAL STILE O 1.000 r2.000-- SILL BASE .094 1.000 .846-�^-A50 1.016 ---.. 1.201 GLAZING BEAD FRAME TOP CORNER • • • • • • • • • • • F ME BOTTOM CORNER • • • • • • • • DEAF CORN ••• •• • • • •• • • • • • • • • • • • • • IN • • • • • • • • • • • • • • • • • •. • .•• • •• •. •.• • •. • .••• • • • • • • 4,1200UC f REVt8t6D sr e••WStts ride the FTeri•r badfae.^�3 Afire 14.4 '9duel•"'" i O • w; q F z otE .4 0 oo• Eog ooccgl r- u. 6 J (24)a 0 n 9 Rg 0 0 0. 0 a 0 R • oc • • 18 . a I. drawing no. W04-01 i ;sheet 5 of 5 ; • c 0 • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • •• •• 0•• • • • • • • • • • • • • • • • •s• • - � • • • 1 /4/2018. Florida Building Code Online PLORtoA'DQPARTM&NT OP Business Professional Regulation r ► OFFICE OF THE SECRETARYT� BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff Product Approval USER: Public User Product AnnrovTl Meru. > product or Application Search > Aoollcetlnn I lct > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16736-R2 Revision 2017 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc BCIS Site Map I Links I • • • • • •• • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • •• • Search I •. • • • • • • •. • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received fL16736 R2 COI EvalReoort871C.odf 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 hops://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2Um6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/03/2017 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 Thigd Parly: Yes • • Design Pressure: +60/-60 •••• •••• Evaluation Reports • • • Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalRe.portdn.C.pllf • • I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Thiti Party: Yes • • •• •• • • . • •••• Glass complies to ASTM E1300-04. • • ••_• •••• 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slic ee,.I ACT, 11'1;1(. 9 6, XOX. • Limits of Use Installation Instructions • • • • • • • Approved for use in HVHZ: Yes • FL16736 R2 II CWS-869C•odf • • . • • • • • Verified By: Lucas A. Turner s$?%1 Approved for use outside HVHZ: Yes • • • • Impact Resistant: Yes Created by Independent TMrd Fbrtr: Yes • • Design Pressure: +60/-60 Evaluation Reports • • • • • • 4 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReo486%CQdf • • I.G.•must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Thiid•Party: Yes •. . • • • • I Glass complies to ASTM E1300-04. • • • • • • • Back Next r"nntgrtjr5 :: ?s01 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: jefund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are 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 hem. Product Approval Accepts: ®E ® iiGsk Credit`Card Safe j Se(uritl'\IETItiCS' .• • •• • •• • • • . • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. • • • . . Technical Documentation: • • • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port' } 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing,I,aboratvj};si • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed:. f'.AS.201, 2Q2, 2Q3 `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMMN'..'•: 101/I.S.2/A440 '08 . . . • 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A.Turnei J.1 . • • • •• • . • •• • • Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Milcron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. • • • • •• . •• • •• • • •. . • • • ••• • Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a fmancial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a fmancial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:09+20:00 _otstits1,nph �� 310RE•tw T,`t�fi :ter: No 58201 *. "41-* �� ; STATE '��,a •..,r a 8/29/2017 � `•*•0 R ' 030\ � Lucas A. Turner, P.E. '��S�oNA �.`%% FL PE #58201 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 33" GLASS DLO 74" MAX UNIT WIDTH 64 1/4" MAX FLANGE HEIGHT 63" MAX UNIT HEIGHT 58 13/16" GLASS DLO 0 e e e 59 9/16' MAX SASH HEIGHT Ci TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 A 33" GLASS DLO 36 5/16' MAX SASH WIDTH • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. •• • • • • • • • • •• • • • • • •• • • • •• • • • • • • • • • • • • • •• • • _• • • UNIT SIZE DESIGN PRESSURE RATING : • :IMPAYf RpkTjNO_: [MAX. 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT ••- • • • • • • • • • • ••• • • • • • .••• • •• • • • • • • •• • •• •• •• • • • ••• • • • • • LucasTurne r 2017-09-22 13:58-04:00 again pir. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL ,,,,,,RErrrrT4 W GQ?.0 NSFC7Py4. No 50201 ";�i1 • �0; STATE OF ;PO::ttttttttttttttt 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:15 SHEET 1 OF 5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) X } { ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) • • •• 7/8' OVERALL 1/8" ANNEALED or TEMPERED 7/16' AIRSPACE 5/16' LAMI 1/8' ANNEALED .290 DUPONT PVB INTERLAYER 1/8' ANNEALED SIKAFLEX •• ••• • •• 05W4 • •� . . �r1 ._• E I IGOUASPACEX DURASEAL SPACER 4150 • • ••• • • • • • • • • • HEAD IMPACT HOOK ANC. • • • • • JAMB ROTARY LOCK LOCATIO • • • • • • 1:20 • •• • • • • •••• • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • PURFECT GLAZE'H' 552 1/2" GLASS BITE 1' SETTING BLOCKS PER FBC 2411.3.3.11 again rd WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL tttttltt•Ifff tt' %OREW r i,� eZ? i No 58201 •15 .kSi * : * :2 -o :ar �90; • STATE OF 4i4r.. ZSs/ONA t Rio. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:2 SHEET 2 OF 5 PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PART # H-1497 DESCRIPTION Reinf. Sash Meet. Rail VENDOR Keymark MATERIAL Alum H-1699 H-1836 H-6052 Reinf. S.B.R./S.S.R, Meet. Rail, Fxd. Sash Top/Bot. Rail. Keymark Keymark Mikron Alum Alum PVC H-6048 H-6050 H-6051 H-6049 P3029 P3033 P3113 P3218 P3228 P-4754 P-3342 P3352 P3429 Main Fr., SH, w/ Fin., PVC Sash Meet. Rail, PVC Sash Side Rail, PVC Main Fr., SH, w/Flg., PVC Screen Pull Tab Screen Spring, SS Screw Support, PVC Screen Frame Screen Spline, .155 Dia., Blk. Screen Frame Comer Key Seam Sealer, SM-5504 Set. Bik., 85 Dur., 1/8" x 5/8" x 2" Lg. Wstp., 0.270 x .187 back FinSeal, Gn Mikron Mikron Mikron Mikron Summit Hurley Team Plastic Allmetal Dapa Allmetal Schnee FrankLowe Ultrafab PVC PVC PVC PVC Rubber RolWForm Nylon Silicone Rubber P-3539 P-4730 P3752 #8 x 3/4" Square TEK 2 Zinc #8 x 1/2" Truss PH TEK 2 Znc Cap Plug, 1/2" Hole Fastenal Fastenal M&M Steel Steel Nylon 21 P-3783 or P-5250 Spring Lock, Impact, PVC Interlock 22 P-4779 Roller, Tandem , M&M Nylon 23 24 25 26 27 28 29 30 31 32 34 35 36 P-4051 P-4069 P-4479 #8 x 1 1/4 Ph FH TEK, WM. Keeper, Impact, PVC Weep Cover w/ Flap Fastenal Interlock M&M Steel Nylon P-4638 P-4958 P-4952 P-4959 P-4633 #8 x 2 1/2 Ph Truss SMS Rotary Lock Keeper, Rotary Lock Wstp., 0.420 x .187 back FinSeal, Grr Barrel Fastener AJaz Suliven Sulivan Ultrafab Fastenal Steel Znc Znc Steel S-1112 S-1498 Reinforcement, Head Reinf. S.B.R./S.S.R, Keymark Keymark Alum Alum 5-1776 S-1999 S-2000 Roller Track Frame Hook, Head, Impact Panel Catch, Head, Impact Keymark Keymark Keymark Alum Alum Alum 37 S-6005 Anti Lift Mikron PVC 38 S-8013 Scm. Adapt., w/ Nib, PVC Mikron PVC 39 40 41 42 43 S-6014 Scm. Adapt., PVC Mikron PVC S-6063 S-6064 Fixed Rail Cover Glazing Bead Mikron Mikron PVC PVC GLASS SEE SHEET 2 CARDINAL GLASS Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone LINE ITEMS NOT USED: 33 PVC FRAME FLANGE-6049 Ia— 2 3/16" I , 1 5/8' 1/16" PVC FRAME RN-6048 [1 3/16'y 1 5/8" 1 F-1 1/2" 2 1/8"1 I- —IMF 1/16" FIXED RAIL - 1836 PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 PVC FIXED RAIL COVER - 6063 6" PLAN VIEW-1999 0 3/16" F~ 3" PLAN VIEW-2000 SCREW SUPPORT-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 QggJJJ C WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 1 5/8" I 3/4" p 3ns ._, `LJ 15/16" 1/16" —1/16' 1 SASH MTG. RAIL-1497 SASH REINF - 1699 1 5/16" 7/8'- II 1/16" HEAD IMPACT HOOK - 1999 0 3/16" 5/8" j-a- 1 5/8' 1/16" PANEL IMPACT CATCH - 2000 3/16" —1-1 3/4' T/16" 3/16" S.B.R./S.S.R. - 1498 1/4" 7/8" PVC GLAZEBEAD - 6064 1/2"�-.11/8"-I 1-a--1-1/2" 1 • ••• ••• • • • • • •• 1/16" CI-., • • • • • •• ••• •• 7/16" 1 1/4" PT SCREEN CATCH - 6013 • • • • • 5/T6• 1 1/8"—j • ••• 1/16" • • • • •�iI • • • • • Sirttr SUPPORT -6014 • • • • • • • • • • • • • • •• •• . . • •• • • • •• •••• • • ••• • • • • ••• • • • • • . • • • • • • • • ••• • • • • • i•••• • • • • ••• • • •• • •• •• 000 • • 1/16" ROLLER TRACK- 1776 l 9/16 ril 1/16" GLAZE BEAD-1112 3/8" 1 5/16' 1/16" PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:2 SHEET 3 OF 5 12 1/2" MAX O.C. (TYP.) 6" MAX. (TYP.) 6" MAX (TYP.) 17" MAX. O.C. (TYP.) 1 L -1 3" (TYP.) H I` 3" (TYP.) F SE I 11111 I 0 r 1 1 X V 1 I 1 I 1 ANCHOR LAYOUT - (FLANGE) E NOTE 2 INSTALLATION ANCHOR (TYP.) 4' MAX (TYP.) 4' MAX (TYP.)- 8" MAX O.C. (TYP.) 8 MAX O.C. (TYP.) SEE NOTE 2 0 X a1 ANCHOR LAYOUT - (FIN) INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MF•T`1LS 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 NO1 BE WEIR IKSLIdSMES ITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. • • • • • • • . •• • • • � • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • • • • • • 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND MEW. • • • • • • • • • • • • • • • • • • • • • • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEERtiRECOM AND INS ALtED•TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY e1BE 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/AAMAIWDMA 300(EXTERIORQQRS) • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • 0.51,0„, r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: C SCALE: 1:20 SHEET 4 OF 5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE MN. EDGE DIST. SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM 1/4' MAX SHIM MIN. EMBEDMENT SEE TABLE 1 A VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 05 B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS ANI11 TYPE ANCHOR TYPE MIN. EM FLANGE illnor CONCRETE (2.0 KSI MIN.) 3/16" RW TAPCON 1-1/2" 1-1/8" FLAN Qw-Co rani rT-FI 1 FIT CMU (117 PCF MIN.) 3/16" mN TAPCON FLANGE CONCRETE (2.85 KSI MN.) 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" TM TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT! KWIK-FLEXOR ITW 'MKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MN.) #10 GRADE 5 SELF -TAPPING / DRLLNG SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" RERIMETER $EAbANI BA' INSTALLER • INSIDE ANS OUT. • • • • . •• ••• •• • MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SFRI ANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 05 CC HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NORIZONTA4. SECTION tog,FRAPPE INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION �CANGE•REMOVAL•NOTE•PARTIALI•Y OR I•JJLLY REMOVING THE FLANGE, JJP•'LO 4D INCL:DINGA BpX-FRAMf:APPLICATION IS ACCEPTABLE PROVIDED: • •'MIN.M1a" FILLET OF CONSTRUCTION 3R1DE ADHESIVE CAULK IS APPLIED • INSICE AND 5( 1r FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 00411 • • • 000 • • • • • • • • avail/ e, 1� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL .tt', &Otttt RE 4,074 ,, No 58201 •• 13 S * * �F E. It STATE OF .;4!` y,F :OR1ci, O� ,',SSilltto ONA ; tttt i,,cke ttt 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS-871 REV.: C SCALE: 1:2 SHEET 5 OF 5 Florida Building Code Online 1/4/2018 R lc7 PLORtOA OBPARTMBNT, OF Business Professional Regulation dF rich r d r¢gRom ► OFFICE OF_THE 'SECRETARYj� BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts Publications I FBC Staff I . BCIS Site Map I Links I Search Product Approval USER: Public User product AnnrnvTl Mrml > product or Application Search > Appjjzation Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature FL9520-R7 Revision 2017 Approved 0 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc • • • • • •• • • • • • • • • •••• •• • • • • • • • • • •• • • • • • • •••• • • • • • • •••• •••• • • •• •• • • • • • • • • • •• • • • • • • •• •• • • • • • • • • • •• • • • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ) Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R7 COI EvaIReoort836B,odf Referenced Standard and Year (of Standard) 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://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypub1NDOfxVcZHZ10%3d 1/2 1/4/2018 t � • Florida Building Code Online FL9520 R7 EQuiv FL9520 EQuivalency.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/29/2017 10/02/2017 10/05/2017 12/12/2017 FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) • •••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. •••• ..•• • Installation Instructions • • • •• ••• FL9520 R7 II CWS.36B.1, • • • •• Verified By: Lucas A. Turner 58]0l •• • •••• Created by Independent Thflti - rt9: Yes • • Evaluation Reports •••• •••• •••• • FL9520 R7 AE EvalReporthfilliact •• • • • • • • • Created by Independent Tlir=1 J ': Yes •• • • • • • •••• •• •• •• •. ••••I 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, HoriaonnaIV,Vertical, Firt& Flange • • applications. (IMPACT) • • • • • • • • I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. • Installation Instructions• • • • • • • • • 4 FL9520 R7 II CWS-837B.ot1' • •• • • • • Verified By: Lucas A. Turner 58201 • • • • • Created by Independent Third Party: Yes Evaluation Reports FL9520 R7 AE EvalReoort837B.Ddf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R7 II CWS-838B.Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R7 AE EvalReoort838B.odf Created by Independent Third Party: Yes Next Contort li` ;: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer Coovrioht 2007-2013 State of Florida :: privacy Statement :: Aggeraibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a pubkc-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click Lem. Product Approval Accepts: ®®® dMckI El :Credit Card Safe. SCCIi r i tV.,I E:`i' R i CS' •• • • • • • • • • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypub1ND0fxVcZHZI0%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 836B September 26, 2017 Product Description: PVC 3" Mullion H-1758 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: • • • • • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port,•1`L� 2) Approval drawing CWS-836B, signed and sealed by Lucas A. Turner, P.E. • 3) Test Reports NCTL-210-3833-1, -1A, -2, -2A, -3, and -3A, from National CertifiM8'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, E1ST E 199(- • 04/06/09, and AAMA 450-06 'Oa 4) Supplemental Calcs. to support CWS-836B, signed and sealed by Lucas A. Twrnre.E. • 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, using clips as shown 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 individual 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 fmancial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-09-28 07:30+20:00 `0%,sgII•l�R• �� NORE W 4f4 --,� . No 582t116.9/26/2017 * . * : * = Lucas A. Turner, P.E. ili • STATE OF ;'w: FL PE #58201 ,ri••:':OR1SP'e.:.w ANCHOR CLIP 3" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIONS r 1 11 I O - 1 0 I O 7 O 11 1 1 x 4 11 x 4 x 4 eeee TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 DP CHARTS 2-3 BOM & EXTRUSIONS 4 EXTRUSIONS 5 SECTION VIEWS 8-7 CONFIGURATIONS & ANCHOR NOTES 8 INSTALLATION DETAILS 9-10 ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY } ANCHOR CLIP ANCHOR CLIP —1 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL. 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2-3) 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION 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. x ANCHOR CLIP • • • EXAMPLE VERTICAL MI.ILLIONIFOR • • VC WINDOWS FOR SECTION VIEWS ONLY • • • • • •• • •• • • • • • • •• •A.. •• • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •_.,• •-•_-•-• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • •• •• Lucas Turner 2017-09-28 07:12+20:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/27/12 DWG#: REV.: CWS-836 B SCALE: 1:25 SHEET 1 OF 10 Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using four (4) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK equire 1/4" ELCO ULTRPCONS. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 81 87 93 . 99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (in.) 37 42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 3/4 53 1/8 57 C63 65 80.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 80.0 • 65.0 80.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 78.9 65.0 80.0 80.0 80.0 76.6 65.0 80.0 80.0 80.0 74.8 65.0 80.0 80.0 80.0 72.5 65.0 80.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 80.0 65.0 65.0 80.0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS 4 C(:RFWC INT�TAL 16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) Design 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" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRPCONS. OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (in.) 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42 3/4 48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 53 1/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 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 VERTICAL MULLION TRFLE VERTICAL MULLION OPENING SIZE I -.I OPENING SIZE TRANSOM OVER TWIN VERTICAL MULLION TRANSOM OVER TRIPLE VERTICAL MULLION 1- _ ts Ls w w J J J J m J- L I-- OPENING SIZE -.1 -.-I OPENING SIZE w • • •P L • 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 fT (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 • • • • • • • • • • TOJHE SUBSTRATE AND OTHER MULL BARS. • • • • •T44•l• • • 1•ORIZONW,L MULLION • I-*-- MULL LENGTH --I 000 • • • • • • • • • TRIPLE • • • HORIZQI4TAL MULLION • • • • • -- en w 0 MULL LENGTH • • • • • • • • . • • • , • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ---I TWIWTRPLE HORIZONTAL MULLION OPENING SIZE L MULL LENGTH I- DRAWN agonisWINDOW SYSTEMS [ 1' . 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL -0 * 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: DP CHARTS NON -INTERSECTED MULLS BY: ADE DATE: 09/27/12 #: REV.: DWG CWS-836 B SCALE: 1:1 SHEET 2 OF 10 Design Pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using four (4) #10 Screws Into WOOD or METAL or 3/16" ITW Tapcons into SOLID CONCRETE or WOOD, or 1776 clips with six (6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons into SOLID CONCRETE 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 87 93 99 110 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (In.) 37 42 3/4 48 3/4 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 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 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 50.0 50.0 50.0 50.0 50.0 50.0 53 1/8 57 63 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 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 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 50.0 50.0 47.3 50.0 50.0 50.0 48.1 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 DP CHART IS FOR: INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): 1522 CLIPS - (4) #10 SCREWS INTO WOOD or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 1767 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/TRIPLE VERTICAL MULLION L I --OPENING SIZE HORIZONTAL MULLION SINGLE TWIN OR TRIPLE UNITS BELOW MULL LENGTH •• ••• • • • • • •• • • •• • • • • • •• ••• •• • • • • • • • •• • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN • CO/IFIGURATION IS SHOWN IN BOLD. • •2.ANNTERSECTED MULL BAR HAS OTHER MULL • • RAW ATTACHED TO IT (SHOWN IN DASHES) • • • • THROUGH THE USE OF MULL BAR CLIPS. AN • ITSECTED MULL BAR WILL ALWAYS BE HED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • \S:14510/iI WINDOW SYSTEMS [ 1 . 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL 1r V ' STATE OF O�lt`<4ORt0� ',oS,,,NA ,E,O�. .....OREW.T i,. �•�VQ�•�,�G E N SF;!,Qy��i No 58201 t�?1 * '*Cc 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: DP CHART INTERSECTED MULLS DRAWN BY: ADE DWG #: CWS-836 DATE: 09/27/12 REV.: B SCALE: 1:1 SHEET 3 OF 10 ITEM PART # DESCRIPTION 1 H-1758 1 3/8" x 3" MULLION TUBE 2 #10 OR #12 HEXWASHER HEAD TEK SCREW "(see note below) 3 #10 x 1 1/2", PANHEAD PHILIPS ZINC 4 #10 FLAT WASHER 7 S-1897 MULLION CLIP 8 SEALANT 9 S-1895 DRIP CAP 10 S-1896 FLANGE ADAPTER 11 S-6018 MULLION INTERIOR COVER 13 P-3486 MULL BAR CAP 14 F-1522-013 3" SLOTTED NEW CONTRUCTION FIN MULL CLIP 15 F-1522-006 3" SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3" MULL CLIP, STANDARD 17 F-1767-004L L-ANGLE 3" MULL CLIP, FIN, LEFT 18 F-1767-004R L-ANGLE 3" MULL CLIP, FIN, RIGHT 19 #10 HEXWASHER HEAD TEK SCREW 20 #10 FH TEK SCREW LINE ITEMS NOT USED: 5-6, 12 • USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 1 3/4" 7/16" �{ 1/16" MULLION INTERIOR COVER S-6018 3/8"-. 3' MULLBAR H-1758 11/16 1/2' 16 1/16" DRIP CAP S-1895 FLANGE ADAPTER S-1896 13/16• L TOP VIEW MULLION CLIP S-1897 SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR TYP FIN FRAME DETAIL A 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 9/32" j--1 7/16" I 1 13/16" O 1/4" (TYP) -1 3/16"- 2 7/16" FRAME TYPE OPENING "T" MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767-XXX) (FLANGE.) NEW RETRO F- 13 F-1522-006 F-1767-001 F-1767-001 FIN NEW F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) cllagoni WINDOW SYSTEMS 1 1i 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 --1 7/16' 1 9/32" f (1 15/16"1 1 13/16" 4 1/8" 5/8" 1 3/4" I 1 3/8 �I 2 1/4" L 23/16' 1/8" 47/8 F-1522-006 • • • 1•/et • • • • • • • • RETRO / FLANGE CLIP 47/8 ••• •7• •• • • • •• F- 1522 - 013 NEW CONSTRUCTION / FIN INSTALLATION • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • • 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL •tiru"r►yq O,,,pt00REW T,, �pf.<CENSF;4go. - :" No 58201 t 1S 5 #e w * 13 STATE OF �IU i4i. . A OR1O ,,,,, ,; ,,i,S+ONA ; E,,,, 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DWG#: CWS-836 SCALE: 1:2 DATE: 09/27/12 REV.: B SHEET 4 OF 10 4 1/4" (TYP) 7/16" (TYP) 3/8" 1 5/8' 1/2" 2 3/4" 5" "L" ANGLE 3' MULL CLIP, FIN (LEFT) F 1767-004L OUTSIDE "L" ANGLE 3" MULL CLIP, FIN (RIGHT) F-1767-004R FRAME TYPE OPENING "T" MULLBAR CLIP (F-1522-XXX) "L" MULLBAR CLIP (F-1767 XXX) FLANGE NEW F-1522-013 F-1767-001 RETRO F-1522-006 F-1767-001 FIN NEW F-1522-013 F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) CINQO®/1f WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 !OUTSIDE' "L" ANGLE 3' STANDARD MULL CLIP - F-1767.001 • • • I • • • • • •• • • •• •• •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ▪ • • • • • • • �• • • • • • • • �• • • • • • • • • • • • • • • • • • • • • • • •• • 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL 9/26/2017 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTIDN: EXTRUSIONS DRAWN BY: ADE DWG 8: CWS-836 SCALE: 1:2 DATE: 09/27/12 REV.: B SHEET 5 OF 10 • SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION AO6 HORIZONTAL MULL BAR SECTION FLANGE FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION (SEE DETAIL B) VERTICAL MULL BAR SECTION FLANGE FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL O6 HORIZONTAL MULL BAR SECTION FIN FRAME WINDOW FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION (SEE DETAIL B) 1 •• • 6OVERTICAL MULL BAR SECTION • • FIN FRAME WINDOW • • APPLY SEALANT ALONG FULL LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING COVER O6 A VERTICALIHORIZONTAL MULL BAR SECTION BOX FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR II DETAIL A • • • • APPLY SEALANT ALONG FULL LENGTH ORIMUILBAR+OROOVE • �PRIOR�fOSTI*CHINGFLANGE •• • •ADAPTOR • • • •• • • • •• • •1• • . • !� • .• • • • • •• •• •• ••SPo • • • • • • • • • • • • • • • • • • i• • • • • • • • • •� • • • • • . •.• I• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • • • • • • DETAIL B aarbIll ' WINDOW SYSTEMS [ �'� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL ,,`tI\IIII•I,•••• J p?: �GENS • ii No 58201 .*.;:g.S. *; * •* 30 STATE OF :.4/` z�- 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS MULLS DRAWN BY: ADE DATE: 09/27/12 DWG #: REV.: CWS-836 B SCALE: 1:2 SHEET 6 OF 10 A O JL _ _JJ 1il nr illT 1 Wl_ JL A TOP VIEW FIN FRAME 5' MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTE 1 11/16" MAX EDGE DISTANCE SEE NOTES 1 & 2 (1 EA./CLIP) 07C 5" HORIZ. TO 3" VERT. MULLBAR SECTION FLANGE FRAME WINDOW 4' MULLBAR (H-1759) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 11/16" MAX EDGE DISTANCE SEE NOTES 1 & 2 (1 EA./CLIP) 07 CC 4" HORIZ. TO 3" VERT. MULLBAR SECTION FLANGE FRAME WINDOW SECTION VIEW A -A "-off ■ar SEE NOTE 1 0 r'I, -WillI 11/16" MAX EDGE DISTANCE I 0 I I SEE NOTES 1& 2 (1 EA/CLIP) •• ••• • • • SEE NOTE 4 07C 3' HORIZ. TO 3' VERT. MULLBAR SECTION FLANGE FRAME WINDOW • • • •• • • O I?5. • • ••• • • • • • •:1.W CLlP IIOTO}OlS�1Tl� rj AND SECURE WITH ITEMS 19 (QTY 1) AND 20 (CITY 1), AS SH N ABOVE. 2. PRE -DRILLED HOLES (THRU HN CLIP 1897), BY THE INSTALLER, • • • • MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE • • • Re9/32' AwD A MINIMIIIM CENTER TO CENTER SPACING OF 1/2". • • • • • • • • • • •• .3. INV AB EC.TIOA$ /IPPM TG ALL MULLBAR-TO-MULLBAR CONNECTIONS, • • • • QEGAR E Cr OWgE Al1 O i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH • • WWII. MUgT�E THE-$ E DE i, OR GREATER THAN THE INTERSECTING MULL. 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CT/m.51am �� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS MULL INTERSECTIONS DRAWN BY: ADE DATE: 09/27/12 DWG#: REV.: CWS-836 B SCALE: 1:2 SHEET 7 OF 10 TWIN VERTICAL. MULLION TRIPLE VERTICAL MULLION J -J F— OPENING SIZEOPENING SIZE I— TWN HORIZONTAL MULLION I-- MULL LENGTH --I NOTES: TRPLE HORIZONTAL MULLION y co z W 0 0 r i 1--MULLLENGTH r OPENING SIZE L_ TRANSOM OVER TWIN VERTICAL MULLION L� TWIN/TRIPLE HORIZONTAL MULLION OPENING SIZE --I MULL LENGTH TRANSOM OVER TRIPLE VERTICAL MULLION OPENING SIZE F�-- TWIN/TRIPLE VERTICAL MULLION C07 Z J f 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. HORIZONTAL MULLION f co 0 L SINGLE TWIN OR TRIPLE UNITS BELOW 4-- MULL LENGTH -I 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 COAT@IG• pIISIVIL42 MF•TALS•OR.MATWALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • • • OOOOOO • • •• R•� • • • • 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND AN(IQRS SF�LCNC=f U:EDNI UBSITRATES 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 SHOIIIIN r THE CLIP LAYOUTS 0Y SHEE.Tg4-5• c • • • • • • • • • 7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR 5#1GWEEItQF FTECOD AAY I STALL,gD O TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MA90NRY IWBSTRAITSS MOT BE C CKtg • 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(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMAIWDMA250(BOXWINDOWS), FMA/AAMA/WDMA300(EXTERIORDOORS) • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • again in d [III WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL ,,`O1t1111 OOOOO, ,,, PySOREW ;,, Jp?.�G E N 4':•.yi No 58201 �1> * :*- '9O, STATE OF ;Z4g ,,,3+ON A t E,,s� z- 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: CONFIGURATIONS AND ANCHORAGE NOTES DRAWN BY: ADE DATE: 09/27/12 DWG#: REV.: CWS-836 B SCALE: 1:1 SHEET 8 OF 10 SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 RETRO FIT r-"L" ANGLE MULL BAR CLIP TWO REQ'D PER EACH END OF MULL MULL BAR CUP MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 eVERTICAL SECTION TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION TABLE 1: APPROVED MULL CUP INSTALLATION FASTENERS SUBSTRATE TYPE - ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" RW TAPCON 1" jailiTE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" HOLLOW or GROUT-FLLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2XMN. SOUTHERN PINE (G=0.55) 3/16" ffW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) - #10-16 HLTI KWIK-FLEXOR ITW TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/18" 1/8" ALUM. (606345 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW - FULL THREAD THRU 0.125" 7/16" SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 O9 E VERTICAL SECTION MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 -4 MIN. EDGE DIST. SEE TABLE 1 TYPICAL FLANGE ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BO)j cRfisieg inU6L IIISTAI4LATH2N 1.IMILAR TO FLANGE FRAME. 2. SLL STOOL MUST•HE FZUy I AtAMS-CINSIDE OF MULLED WINDOWS AFTER INSTALLATION. • • • • • • • • • • • • • • 3. RECESS RRLRO NIUtLioncLe3igh MM. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 44FOUQ (a),ANCHOF;S REWIRED PER MULL CLIP, SEE SHEETS 2-3. • T1IREED(3) ANCIili)RR FtgatyRED 9,pfk " day. CLIP, SEE SHEETS 2-3. • • • • • • • • • • ,;NFAT LION J It HT :O IPIULt CLIP. • • 6. FOR ANCHORAGE DETAILS FOR THE W INECW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. .00 • • • • 1100 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c(!(d5 //l 1!"Ord WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR, IMPACT PROPRIETARY AND CONFIDENTIA 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS FLANGE DRAWN BY: ADE DATE: 09/27/12 DWG#: REV.: CWS-836 B SCALE: 1:2 SHEET 9 OF 10 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SFAI ANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 RETRO FIT "L" ANGLE CLIP MULL BAR CLIP -. �/ TWO REQ'D PER EACH END OF MULL "Ft 1,prir5A M1 oti 0. "oral VERTICAL SECTION INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. SEE TABLE 1, SHT 9 TYPICAL FIN (RETRO FR) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 VERTICAL SECTION INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. SEE TABLE 1, SHT 9 TYPICAL FIN ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NDTF.S:• • • • • • •• • • 1. SILL SII0OLiMUSI BE.FUDISI*Aq,AINST INSIDE OF MULLED WINDOWS • AFTL 'INITA!LA71O11. • • • • •• • • • • • •• 2. RECESS REETRO MULLIONI CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. • 3•61:11JR (4) ANCHOR$ REQUIRE PER "T" MULL CLIP, SEE SHEETS 2-3. • • THREE (3),ANCHQ SDREQUII I PE MULL CLIP, SEE SHEETS 2-3. • • • • • • • • • • • • • 4. T 8IU1.1_13N IIGM TO M. L4• CLIP.. • • 5. FOR ANCHORAGE DETAILS F8R THE•WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. ..• • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • Claws WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT PROPRIETARY AND CONFIDENTIAL ........... Jt" No 58201 "- 9 6 * * I*= T.'33 STATE OF ti/= S<k"..� OR1QD\•r• �• 'i,4)/ONA -.... 9/26/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FIN DRAWN BY: ADE DATE: 09/27/12 DWG 9: REV.: CWS-836 B SCALE: 1:2 SHEET 1DF 10