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WS-17-2945 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-293932 Permit Number: WS-12-17-2945 Scheduled Inspection Date; February 06,2018 Permit Type:Windows/Shutters Inspector Riveron,Alexis Inspection Type: Final Owner: DE LIZ,ELIZANGELA Work Classification:Window/Door Replacement Job Address:112 NE 110 Street Miami Shores,FL 331617046 Phone Number Parcel Number 1121360040410 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone:(954)792-4415 rnriir•rrrrrrrr�n�r�r i r rrrr�� nnnrr■ irrrrrrrri.r�.��r.r Building Department Comments REPLACE 15 WINDOWS&2 DOORS Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until reinspection fee is paid. February 05,2018 For Inspections please call: (305)762-4949 Page 16 of 43 Permit No. W5-12-17-2945 �sw.MS y Miami Shores Village Pennit Type:Windows/Shutters t 10050 N.E.2nd Avenue NE rkClassification:Window/Door Replacem Miami Shores, FL 33138-0000 Per Im Permit Status:APPROVED Phone: (305)795-2204 FLORIDA' Issue date: 1/4/2018 Expiration: 07/03/2018 Project Address Parcel Number Applicant 112 NE 110 Street 1121360040410 Miami Shores, FL 33161-7046 Block: Lot: ELIZANGELA DE LIZ Owner Information Address Phone Cell ELIZANGELA DE LIZ 112 NE 110 Street MIAMI SHORES FL 33161- 112 NE 110 Street MIAMI SHORES FL 33161- Contractor(s) Phone Cell Phone Valuation: $ 25,921.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 15 WINDOWS&2 DOORS Available Inspections: No of Openings: 17 Inspection Type: Additional Info:REPLACE 15 WINDOWS&2 DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.60 Invoice# WS-12-17-65907 DBPR Fee $4.05 DCA Fee $2.70 12/14/2017 Credit Card $50.00 $277.35 Education Surcharge $5.20 01/04/2018 Credit Card $277.35 $0.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $20.80 Total: $327.35 In consideration of the issuance to me of this permit, I a re'e perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawin s, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work do(i either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL, D' 3contra S,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the f III fy going inf to and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authoriz ov or to do the work stated. January 04, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 04,2018 1 r Miami Shores Village � �� Building Department DEC 017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S fi h FBpC 20 ILI d BUILDING Master Permit No. W� PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Z rte. \1 O -5—% City: Miami Shores County: Miami Dade zip: *3 3161 Folio/Parcel#: 4 \\-z136- oD4- 01iI0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): l:. `' Zb� g�l� DrG �+ Z Phone#: Address: \\2 oi�_ \\ OS'- City: tA1 Nj� S�604;E�5 State: rr Zip: 3 31 (o Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ 2��2\ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work:_REPLACE Q`G,P�p(/ \ ,J;. oJ� Z D Co2 5 , Specify color of color thru tile: Submittal Fee$ V Q Permit Fee$ 2:74n 00 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$2-� • 3� (Revised02/24/2014) 1 z ,Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _ Signature OWNE or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this r day of 0C41� 20 by %3 day of 20 14 by E-L d 2!RIJGC,' .a- wh rsonally k wn to `,�o.J1c•C �n. 'C r' wh rs p rsonally known o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 'e Print: oda E L) Seal. Y PG ABDIEL R.CASTILLO Seal '�°' " Jq •••Sl�:...BLn MY COMMISSION#GG 079600 �f NETTE[_ IUNN 3w: EXPIRES:March 6,2021 MY COMMISSION 4 GG032995 ''rEo ;;•g,.,�Pd Thr No Pu bra Underwriters .,,. EXPIRES August 07 2020 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t g1;ORE'S Miami shores Village Building Departmentalso Bill" 10050 N.E.2nd Avenue ,tea Miami Shores, Florida 33138 �Eiy ,NO� Tel: (305) 795.2204 LORNA 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). Acknow ement: - l 0/.a 1 1 13' L—U Z A'\ Qualifier/Owner Signature Date Print Name Property Search Application - Miami-Dade County Page 1 of 1 A#* �1. OFFICE OF THE P Summary Report Generated On : 10/20/2017 Property Information Folio: 11-2136-004-0410 112 NE 110 ST Property Address: Miami Shores, FL 33161-7046 WILLIAM HARTWELL Owner ELIZANGELA DE LIZ �J Mailing Address 112 NE 110 STMIAMI SHORES,FL 33161 USA Amok =" PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,248 Sq.Ft Living Area 2,169 Sq.Ft Adjusted Area 2,205 Sq.Ft Taxable Value Information Lot Size 9,300 Sq.Ft 2017 2016 2015 Year Built 1940 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $349,559 $341,341 $127,577 Year 2017 2016 2015 School Board Land Value $232,690 $199,874 $164,822 Exemption Value $25,000 $25,000 $25,000 Building Value $153,468 $153,468 $153,468 Taxable Value $374,559 $366,341 $152,577 XF Value $37,585 $37,999 $25,819 City Market Value $423,743 $391,341 $344,109 Exemption Value $50,000 $50,000 $50,000 Assessed Value $399,559 $391,341 $177,577 Taxable Value $349,559 $341,341 $127,577 Regional Benefits Information Exemption Value 1 $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $349,559 $341,341 $127,577 Save Our Homes Assessment Cap Reduction $24,184 $166,532 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption 1 $25,000 $25,000 $25,000 06/01/2015 $520,000 29642-3755 Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, 09/01/1998 $117,500 18277-3260 Sales which are qualified School Board,City, Regional). Short Legal Description 365241 COLLEGE HEIGHTS PB 42-8 LOT 10 BLK 2 LOT SIZE 75.000 X 124 OR 18277-3260 0998 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/20/2017 Flor"10 Manu bnprnvamarr Ass.ctalt,:, linDwaid fall §5A 7924415 License No CGC 061490)081481111 FHJA Miami Dade Tel 45-54540iii .QU-SW A2.4 5k II 11-Audindall,is 1331.' fax 054491-2174 hre.uve ter. Web IF HAPRODUCTS COME Lm*)I INFOCIIHAPACIDUCTSIC00 Replacement Windows Contract 1, VA 20 by Arid lbrim"D Florida Home-improverricAt Associates In, I hK t -1 made alto entered Into this rl day of 7 a Honda LIXOGIaliCin(-00nIJaCtUr'or'I HA'),and cyrn.,(5)Par;;Tabuirr of the firrs,0tritt located at the address Ii abort J'Owner'I !P1,Vlift COnlr6dor agrees to perform the workdeutibef;below 11 f am fron,th,starts lc� Remove existing"Alts to be"I'lliactll INOTIE'Removed 111,0100tif damaged I On slidnit pass&an Act"*ft Fired r 21 Prepare openings as necessary to tei(eivt replace t It Parwas star W.0fiad oft CAWAV,,n; 31 MNDOKM:.-V FHA Energy Storm Sairstand sinitle),,@rich Open the"t is an Inswialoo We-""Not Willie and L&K i4ft# Install -,AJu`A'ftum Inisulaled Aluminum Non-Insulated On Double4eanch Dow$ the oviln, k" iritillilld 4 1, Docirs FHA Entygy Storm Save, AiLmmum Non Insulaite4 active ED"IS k% Impact: ✓ mon impact., callm,Whitfir;= Tani__ limmlyz Grey; Mill Finish: filmDWbk Nuns AWBAP Ulm 2;4n Ullgate i ekWMAXdPz Other Yes( )Noll 9(/ standard_ Cttv "_q Qty_ saNC �H F:A Af aiiH RH l LIF SUna Glass I?pg smak Unch 11"d pill French Dim Gmw FA FAAF AAF FAARH( ) L4[ ) FLA( ) LA( AA -5-El— Qty.._.. QtY aty— city— Cl1V— aty— Glaw IN 0�kp UC V- INlTIA,'iERE-1415 warranty: Manufacturer's warra"W sent upon competition, 5) W011,NOT to W 6) If appt,ubk.nrrroving shun Pa d/or security,14 111 HERE' 71 SM,al instructions._ 8) Cleanup job debris and provide necessary 91 It 49151killblit,In the event that'Contractor is unablefilr,whatever reason to airtan,rijolet,permit prior commencement or env wrll!. Contractor shall refund any Previous payment and this tiarruaian shall be autome4utty cancelled. ftlDin w her than A rm&l Installation Is to unless noted tallow) Additional WDFi' <U1 Schedule-Contractor shall corrintenlr1he work w'th'n1T0day%atter frhirl:uio,o,v ill— complete all Work hereunder within'KNavi after the Coffir,,yoc—t oat. Contract P.cil, The TOTAL PRICE for all Labor,altomaltr,als includingincludingant app;Wte ar d. Saks Tax(%) tlo—payment 'Appircabiel K34"re payable and Contractor'stoorit, lgwii;�isiry$I-Iia,to trV7.TM-5 Contfactcr will provide to Owner a f-trial yLAjvq1 400 FET—C Li tier ifirludod irlihArilp,719 Fin,idg,iltat,,,S f2ri15j Circle one:NES of N01 Owner elects to apply 10,)`:004[lrrq of the OWWO-04144;uMD S.17i 0MV.1it if V11.61Caa ICE 610ron ap>lernrrir and rellotieddocuments Noiko to lir Owes,liftencils It belmobisload by 0-w. .).0.1M.1iinUde ham b"Proweirefto-Us"tindirding arvindra doo—cols)I,buCti, b).You we mitt W 6 ow of the contract at the Isms you sign.Keep it to Pritad your waill rights. c).The Isirtencuill documents attached to this licane hirprowenwirt contract may comalm i mortesse or ofterevisai ovi&fell on you,Property Mat could be sacamod on If you do not a".Ist sura wou understand as sivorrialorui 99 ft refract and anandill doloarses,More you sign. Miscellaneous'.Itilscornfact contains the entire contract of the parties,it may not be changed orally but only by a signed change order at other w,ilitit"I amendment The waiver by any party of a breach of any pro"sion at this contract shall not operate or be construed as a waiver of any subsequent breach Err any party, IN WITNESS WHEREOF,the parties hereto halve executed this contras,under seal,as of the day and year first above written You Na Buyer may cancel flyft tranilactIon at any III prior to midnight on the third business day faltart the date of this transaction. See dw fffmchOd BOOM Of COACOMMOn form Out On"PisnONOn Of this right. Owner: nt r:FH liftnature of oher) me d Title) 17 6 - _- - ?5kt.Ature of owner) (--7q NomeYES 0:wnenA5"C'0"� Name Y ES NO('I ) 8tililding Name Scanned by CamScanner •i � 5 ® ® �E �r a Spedatty Engineering Consultants,Inc. SLI sEfp. Wind Velocdes in South Florida ] �1 n S 1590 SW 30 Avenue,Suite#20 'L Dade Broward Palm Burch 1 4 Z0 ' Boynton Beach,FL 334320 Risk Cat.1 165 156 156 Low risk to human fame,sheds r n n FL.CA#009217 _a 5 "f�ktlY s Risk Cal.2 175 170 170 Sin c Funil Rakiuu:a Risk Cat.3&4 1 I86 I80 180 Essential Facilities P'=q h' GCp- GCp i) Intstuctions and limitations of Use 1 Charts rovide wind pressures basad an the mean roof he'M.And shall not exceed 80'-o". / 2 Des'n ressures are for an enclosed builirdi shutters or other impact resistance rotection required). - V(mph) 175 1620 FBC for HVHZ,or Fig.26.5.la 3 User shall determine the mean roof height, Eave height+Roof Peak Risk Category 11 Table I.5-I,page 2 4 End zone distance is the lessor of 10%of le th,10%of width,or 40%of the mean roof height and not less than 3'-0" Exposure C Soction 26.7 5 If 50%of a com nent is in a particular zone then that com nen,is considered to be in zone with the majority of the area.If questionable than lace in Zone 5 Kd 0.85 Table 26.6-I,page 250 6 Each com nent,window,door,mullion has a tribute area that is area to be used.Area of components to rounded down but shall not be less than 10 sf. KA1 Figure 26.8-1,page 252 7 For NOA's that require a Kd=1.0 then multi I the 501ues listed herein 1.1 B. GCpi 0.18 -0.18 0,55 8 Wind pressures are based on Allowable stress des n. pitch ofroof 3/12 14.0 degrees 0 Des'n ensures listed herein are valid for E sures B and C and a sura D. max roof height 30' theta 14.0 do,- 10 Charts end values listed herein ere onl valid when s ned dated,and sealed b Ga McDo le,PE#50214 or Mark LeBlanc,PE#35883 or Adam D.LeBlanc,PE#77012 11 Wind des n ressures are calculated in accordance wbh ASCE 7-10,Method 2 12 No red uctb i is taken for slopes less than 10 d reel. Arm ofco ant Area ofm nae Arm ofcom et Arca ofcom ent Area of, ant Area of et Arca of ero t Area ofaen et Area ofwm nmt Area ofcom nm Arc of net 10.0 sf n 15.0 sf 20.0 sf n 25.0 sf 30.10 sf 35.O sf 40.0 sf 45.0 sf n 50.10 sf 55.0 sf 60.0 sf Ha Zone 4 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zane 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 40.6 -48.3 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 .6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -544 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 1 -41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45,1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 41.7 49.6 41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 40.9 -47.8 -40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 47.5 40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 48.5 41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 1 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 1 45.9 -54.6 45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 418 41 1.3• • 4 8 • -;ITT 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 47.2 -56.8 -46.8 -59.9 46.J •45.10 •-40.8 • 154.2 -45.4 -53.3 -44.9 -52.4 44.4 -51.6 -44.0 -50.7 46.0 46.0- 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 • 2.60 • 41 • .l 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 47.6 -57.2 -47.1 -50.0 0 111641 •465.5 4 -46.2*1 0-61.6 -45.7 -53.7 45.2 -52.8 -44.8 -52.0 11-A�.� 14 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 `4QV 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 • • • • • Z No 7701 j\OCT 2 7 . ... 0 0 0 ... '7 S aTE OF40 . �, . • •• •• • • • •• •• v f''�s�JONA'1E;;��``\ .. .. . . . .. .. . *0 00 000 g a •i. i•• •i• i •i• i 581/2X47 Guest 54 3/4 X 501/2 (+60/-60) Room (+60/-60) FL#16736.1 . .. ... .. 36 X 38 FL#16736.1• • • • • • NS �( (+601-60) ..• . • • . •• . FL#16736.1 o14.0 H S Bathk jqS ►-l.0 32 112 X 81 1/4 5�� y ® (+75/-85) C NOA#15-0729.14 1 41 145 L 13 Bed Florida 521/8 X 38 S = 361/8 X 501/2 (+60/-60) (+60/-60) FL#16736.1 FL#16736.1 181/8 X 38 24 X 501/4 (+70/-70) U n, FL#16177.1 (2)MULLION (+55/-55) s�� 1 )3M/8UX 41/4 FL#13010.4 A _ ( FL#9520.2 l_ O t' s S� B�Itt1S 391/4 x 813/4 Living V (+75/-85) . Q NOA#15-0729.14 24 X 501/4 (+55/-55) Entry FL#13010.4 ® e low rq 361/8 X 38 �t (+60/-60) a JLa 14 FL#16736.1 Bed HS 6C) SSD 145 35 5/8 X 72 d 4,• (+55/-55) 1. V LU W 5-Q !moo FL#13010.4 35 5!8 X 72 ^ 54.3/4 X 62 3/4 a H 5 (+55/-55 +60/-60__ O N w 35 5/8 X 72 )^- `("" ) W¢ FL#13010.4 FLr#16736.1 r z Z Q 36 X 50 1/2T (+55/-55) — =o° (+60/-60) FL#13010.4 �r^ E,\, r r - v¢N FL#16736.1 54 3/4 X 501/2 f' i c z¢U (+60/-60) U) FL#16736.1 0 - 7r" �""' PFM W LL ':TT- � .' '� �E LF 1 1, Y , �. 4 t � Y PRODUCT APPROVAL NUM:BER:•••�• ....;. ...... . .. ...... NOA #15-0729.14 •::::• :....' ...... .... ..... .. .. .... ...... OPENING IDENTIFICATIONS: 1 . SFD 9. SFD MIAMI•DADE MIAMI-DADE COUNTY ' 6-9humm PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eurotec5 Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails-to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section th&t this product or material fails to meet the requirements of the applicable building code. •"• ...... This product is approved as described herein,and has been designed to comply with t%etivrida B6ilding Code, . ... . .. ••••.• including the High Velocity Hurricane Zone. so*:* * DESCRIPTION: Aluminum Outswing Entrance Door-LAU •....• APPROVAL DOCUMENT:Drawing No.W04-01 Rev D,titled"Aluminum OutswingEntranee UDOr",sheep•• 1 through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL-Faroo4•=Voration,$Igded antl•••• sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp Mfilthe Notice o'F.' Acceptance number and expiration date by the Miami-Dade County Product Control�ectiqn. • ••.••• MISSILE IMPACT RATING:Large and Small Missile Impact • . . . . ...... Limitations: •' ' •". 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,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 414-0303.09 and consists of this page 1 and evidence page E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMI DAt]E COUNTY NOA No. 15-0729.14 � (� Expiration Date: June 10,2019 Approval Date: March 3,2016 v1tib Page 1 • Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.15) 2. Drawing No.W04-01 Rev D,titled"Altiminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI-08-2021,08-2022,08-2023 and 08-2024,O .44ted 03/15/08,signed and sealed by Candido Font, P.E. •• ; •• •• . . (Submitted under NOA No. -0310.15) ...... .. ...... 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94••• •• • 2)Uniform Static Air Pressure Test, Loading par'FBc, TA5.24294 • 3) Water Resistance Test per FBC,TAS 202-94.;;;;• •• ;;; • 4)Forced Entry Test,per FBC 2411 3.2.1 and TA,S.202-94..:. ...... 5)Large Missile Impact Test per FBC,TAS 2010940: • •, 6) Cyclic Wind Pressure Loading per FBC, TAS 203'94 along with installation diagram of aluminum outswing door,prepared 15y. urricar�.FngineerV9••: Testing Inc.,Test Report No(s).HETI- 03-1882, 08-1889,08-18890 and 08-2024,datezi 01A5/04 thru 02/09/2004,all signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NOA No. 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No. HETI-04-T100,dtd 01/29/04,tested per ASTM E8-01, signed &sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15,prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"Sentry Glas O(Clear and White)Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their`Butacite PVB Interlayer",expiring on 12/11/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE.SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 &no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09,issued to Euortech Industries, Inc., for their Aluminum Outswing Entrance Door - LMI", approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal#07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) 666666 6666.. 6666.. .6000. 6666 0 0 6666.. 6666 0 6666. . . 6666.. 6666 6666. 009000 6666 666666 606006 0 0 . 66.... 666666 666 0 . . 600606 •6 . 666 . 6 Jorge M.Plasencia,P.E. /product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-2 . . ... . . . ... • • • • • • • • • • ----------------- (4)ANCHORS =❑c _-qf I 42" ,AT ATG.STILE ENDS 75 3/4" �� o j I 1: SEF SEPARATE NO A it i FRAME WIDTH AT 3"O.C. FRAME WIDTH Y' II II FORT OM II I, • • • • ••• Z n RATNG%c!D DETAILS jl I j 13'MAX. • • •• • •AOR HINCIS 13"MAX. 5"MAX �_ z I i-- MAX. HEAD/SkL • SURFA AP IEd • SEE.SHEPT 2 HEAD/SILL HEAD/SILL I r-- - --'l I .FALSE UNFIRS�•�• FOR QUARTITIES A CORNERS f O o. gg 6 8 zl I CORNERS E1 ••• • • MAY USED • ••i CfACITY--- A ` a X� • • • •• • • •• it i / \ �� °n G II // II /i • • • • • • w • j I / � \ n o ------------- Y- -==rte= • s • • • • • • I it t II/ • • • • • • • •• E I, I / i �l droLlp C uIF==== = SEE SEPARATE MOA F / ACNE j RRAATTI GIOANDEDETAILS II i / ACTIVE IN-A(.11 NE I LEAF LEAF c O O u m a L' �I I II 0 ao S2 n O W c0 \ I O \W 2 _ �I \W W W n x n J II I I� I I II .4 U o O a n W v r) Lj B/\ Z r m (z N_a o' --------- -- Fn U W W h _ p HZ�i DOOR HINGES m N m 5(]:SHEET 2 m MAMI-DARE COUNTY mlri N J FORS CAPACI�tt 31 3/4" a K APPROVED MULLION 29" 2!L- D.L. 9" � Q W d \_ SEE SEPARATE NOA _ O D.L. OPG 4L.OPG. O.L. OPG. U 0 n n ALUMINUM OUTSWING ENT NCE DOOR 39 1/8" 36 3/B" 36 3/8" LEAF WIDTH LEAF WIDTH LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. TYPICAL ELEVATIONS (J)ANCHORS ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES JET MTG.STILE ENDS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. AT 3"O.C. ° ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN S B 12 COMBINATON WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED w b 3 MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ,� REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 3 0 11 HURRICANE ZONE (HVHZ). e <m a o 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. IF o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS e9r: n EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. E CMIµ rHUDUCTNKVLYiD j SHUTTERS ARE NOT REQUIRED. FIA PE/70592 .�te+pgbRvrNy•„MA a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA 3538 5�t NOT PART OF THIS APPROVAL.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 'llALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 8 Zn�� drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W04-01- REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet of 5 . . ... •.. •.. . ... .. .. . .. . . . • . . . . . . . • • ••• • • • • •• ITEM/ PART'i RECD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 ER006 AS REDD. DOOR FRAME 6063-T6 - 2 ER012 AS REDD. DOOR LEAF 6063-T6 - • • • • • ••T VZ1566 I/LEAF DOOR.BASE BOARO 6063-T6 - 'Z A j •• • • •• • •• 04 VZ-1483 I/DOOR FRAME SILT. 6063-T6 - C • • • • • • : 5 - 1/.DOOR SILL BASE 6063-T6 - d 1 • • - • 6 VZ-1481 AS REDD. ASTRAGAL.STILE 8063-T6 - d a ••• • • /� \ • ••• 7 VZ-1535 4/LEAF GLAZING BEAD 6063-TB - 0 U / / \ 5 2801 AS REDD. GLAZING GASKET EPDM OUROMETER 7515 SHORE A Q,FSM / 9 - 1 SHEAR CLIP 6063-T6 / // •• /• •• \ •• •• 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO ? N �• �' •• • • fj • • •• 11 00600% 4/IFAF HINGES ALUMINUM GIESSE M • •' • •'• • 12 p10 X 3/8' 4/HINGE HINGE INSTALLATION SCREWS - PN MACHINE SCREWS a 4 4 g \ \ • • • • ✓ • 13 - AS REQD. BULB W STRIPPING - - 8 r71 O-0.' \ \\ •• \\ •/A •• •• 14 `f 0 x 2' AS RE00. ASSEMBLY SCREWS - HH SELF DRILLING 3 LL 15 /I2% 1-1/4 - FRAME ASSEMBLY SCREWS - SMS LLZlnf � 2 _ o DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16" HEAT STREN'0 GLASS 3/16"HEAT STREN'D GLASS _ n SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORSo OBD" Interlayer 100' Interloyer v I DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE'B' DOOR SIZE GIASS TYPR'A'OR'B' Kuraroy Butocite PVB Kuroray SenlryGloe (3 °n Ay - WIDTH HEIGHT EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) By 'Kuraroy Americo, Inc.' By'Kuraroy America. Inc.'' of 0 Z e 2/6 75.0 85.0 2/6 100.0 140.0 5/0 6/8 75.0 75.0 3/16"HEAT STREN'D GLASS 3/15'HEAT STREN'D GLASS On a ri 3/0 6/8 75.0 85.0 3/0 6/8 100.0 140.0 6/4 75.0 75.0 U M v W W U 3/6 75.0 85.0 3/3 100.0 140.0 5/0 7/0 75.0 75.0 jryCn�Mw 2/6 100.0 140.0 6/4 75.0 75.0 5 L2 F SILICONE w SILICONE 3/0 7/0 75.0 85.0 3/0 7/0 100.0 140.0 5/0 8/1 75.0 75.0 i m GE.SCS 2800 CE SCS 2800 O ^ 3/6 75.0 85.0 3/3 100.0 140.0 6/4 75.0 _75.0 g rn I SILGLAZE I N SILGLAZE I z - N Q m 2/6 75.0 85.0 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR h io 3 = of 3/0 8/0 75.0 85.0 3/0 8/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATION B \u 8 j W LJ RESISTANCE IS NOT REWIRED. 3/6 75.0 85.0 3/3 100.0 140.0 i ~z n LIMIT EXTERIOR(+)LOADS TO 48 PSF DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER 3 �N WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE 6 REOlRREO. ¢ W IS REQUIRED. IS REQUIRED. O LACKS SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS LASS TYPE 'A' GLASS TYPE 'B' 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE 35'FROM BOTTOM. KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART 102181 MANUALLY OPERATED CONCEALED-FLUSH BOLTS AT ,NG OPTIONS F�X EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WIIH.(4) #10 X 1-1/2"SMS. TOP AND BOTTOM OF ACTIVE LEAF PART #02181 c o 1. STRIKE PLAT 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE AffACHED WITH(4) 18 X 1-1/2"SATS. o Q 1-1/4"X 1/4"% 15-1/4'LONG 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LACK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(2) J8 X 3/4'SMS AND THUMB TURN ON INTERIOR.. v= 36"FROM BOTTOM, KEY OPERATED ON EXTERIOR W STRIKE PLATE AND THUMB TURN ON INTERIOR. HINGES SINGLE DOORS: i-t/4'X 1/4"X 16-1/4" LONG NOTE: TWO-HANDED CONE HING ATTACHED WITH(2) J8 X 3/4"SMS INACTIVE LEAF GLASS CAPACITIES ON THIS SHEET ARE EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT o e By 'GIESSE' HINGES SINGLE,DOORS: BASED ON ASTM E1300-09 (3 SEC. GUSTS) TOP AND BOTTOM OF INACTNE LEAF PART+02168 (5) PER LEAF ATTACHED WITH (4) 08 X 1-I 2' SMS. AND FLORIDA BUILDING COMMISSION AT 6', 12',35",63-1/2'AND TWO-HANDED COMB HING / c 92-1/2'FROM TOP OF DOOR EXTRUDED ALUMINUM BRIDGE 2 DECLARATORY STATEMENT DCAOS-DEC-219 BY'GIESSE' HINGES DOUBLE DOORS: (7) PER LEAF AT 7/0 AND 6/0 DOORS TWO-HANDED COMB HING a - AT 3 9'AND 26-3/8"FROM EXTRUDED ALUMINUM BRIDGE 2 Egr'�CMLAHMAD YRODUCTRF:V)%D I TOP AND BOTTOM,ONE AT MIOSPAN a uwPlylog wlH lbr TI dde (6) PER LEAF AT 6/8 DOORS BY'GIESSE' FLA. / 08592 I C� 35 AnI11L o n A7 3",9"AND 26-3/8'FROM (5)PER LEAF 4cccplxnre Ne: � a $' TOP AND BOTTOM AT 6", 12', 35",6P OF D AND iaPGuiuu Our o 92-1/2' FROM TOP OF DOOR v L1 _ JL ►'� n1aN•r..w Browing no. NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE W04-01 ENGAGED DURING PERIODS OF HURRICANE WARNING. eFleat 2 of 5 L T . . . . . . . . . . • 1BY TYPICAL ANCHORS o TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCK SEE ELEVATIONS y w METAL I /-FOR SPACING SEE ELEVATIONS a SEE ELEVATIONS STRUCTURE Z .� 3 FOR SPACING w • . • FOR SPACING •.... .. ... �. . .' •.• 0 m 5 _ m • .' E a ST .•. • .• • •m g r EDGE.DIST. �: 6 ._ .;� ... n. - •R.1•." • • EDGE DI f AAA al ,.sE GE 0�5T. t=n '�;�:•_i•? • I • •• • i g u - w w � 0 13 • • • • • • • ut •gym � N � q 8 IL 1 •• • • • • • ••• 00 oC n gW3g � 13 TYPICAL ANCHORS 2 N= ACCESS HOLES SEE ELEVATIONS N WITH PLUGS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH L�F MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 7 �I I SEE SEPARATE.NOA TRANSFER THEM TO THE BUILDING STRUCTURE. 2 11 FOR ITRANSO� Lcc= --a•�Tyy RATING AND ETMLS - N II jTyR.S__St_Al"y' i v II IIS 11`TL-3 - ,1/4" DIA. ULTRACON BY.�ELCO (F-177 K51, Fyo155 KSI) U e 0 I II I� I II II 1 O O IL-__ 11 li 1-1/2" MIN. PE OD HEAD/JAMBS) U1 n ---- --- w W w r7 U 1 BY BUCKS INTO CONC. OR MASONRY Z O M p © I I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) o i� �I 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS U. ------- I DIREC QR maiiieO Z o f 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 =N d 7S i W i t3 �A pEM NT 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W 4i o g w _ SEE SEPARATE NOA O H ZJ14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Ir TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/6") 7��, 13 SEE ELEV. FOR SPACING Q W C ri INTO METAL STRUCTURES STEEL 1/8" THK. MIN. (Fy 36 KSI MIN.) I � ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL..IN COT H ALUMINUM TO BE PLATED OR PAINTED) T 2 n n APICAL EDGE'DIST�CEEDGE'DIST�CE 8 2 7 INTO CONCRETE AND MASONRY = 2-1/2" MW. 4 o w i INTO WOOD STRUCTURE 1" MIN. /B X 1/2"SMS INTO METAL STRUCTURE 3/4" MIN. b d 3"FROM ENDS WOOD A 5 MIN. AND 10"O.C. MAX. 3 CONCRETE AT HEAD, SILL OR JAMBS Ac = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS 1'Tn a 2000 PSI MIN. i o (4) X12 X 1"SNS o p n AT 2"O.C. MAX. "' 3 E`o ^ ^ 2 AT CENTER OF SILL SEALANTS:_NTS: '> B d .0!-1-1-1-1 4 ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH _ 13 REOD.AT ADSELOR TEKNA 50729 SEALANTS. X 9 5 DOUBLE (XX)DOORS T ONLY Eng..JAVAD AHMAD vkovucf 0 NCv1y.D i 1 } 13 =_ __� FLA.PE/70592 <f eUmPMet•+h1 Mr I%Hft p Z 11 CAN 3530 NuWIxe CO& .p. �. IL------JI 4".Pfilpil a R •1 A `J EOCI='611'.•:.. ': � Pn11Ufdrawing no. TYPICAL ANCHORS W04-01 SEE ELEV. FOR SPACING sheet Sof $ f t .. .. . . . .. .. . . . . . . . . . . . s 0 •t ••• •i •� ••• 1/4"MAX. 0 3 • • • • • • • • • SHIM SPACE 1f4"MAX. kk z • • • ••• • • SHIM 1 1/4' MAX. • • • • • IL a ••• ••• ••• • SHIM ••®• METAL U �' V (2)08 X 3/4' STRUCTURE i SMS TYPICAL ANCHORS OR WOOD BUC 0 SEE ELEV. WOOD STRUCT E O t V ACTIVE LEAF ••• • • ••• FOR SPACING v 0 .4 13 • ••• • 8N`< G Qw . a TT��W 7..; ., _TYPICAL ANCHORSWSEE ELEV. w A EXT.FOR SPACING18 0 12 EXTERIOR 13 TYPICAL ANCHORS SEE ELEV. c 11 2 7 D.L. OPG. FOR SPACING (3 p K Z m LEAF WIDTH 00 a o _ FRAME WIDTH v U M W SINGLE DOOR bg� MW71-OADE COUNTY 21 1- APPROVED MULLION E Z SEE SEPARATE NOA 1/a. MAX z =N p I OSHIM j W c..i 0 _—=*," A ley 0 WOOD BUCKOZg-------------SEE SEPARATE NOA A i E LEAF IN-ACTIVE LEAF - W•tFOR SIDELITE6RATING AND DETAILSI 161-r----- I �RRgP1 cerino ETYPICAL ANCHORS FOR SPAGNG 7 EXTERIOR \(2) /a x 3/a- O.L. OPG. SMS 's 8 m LEAF WIDTH °"•' a - 'm aas LEAF WIDTH �,< m u o FRAME WIDTH DOUBLE DOOR Figrs JAVAD AHMAD .a s CmL veuoutTTt�vR9GD 5 I B FLA.PE 70582 a ..pyl�gwkb40"Wr CA. 3578 "Id �' .d)1�1�'{ 3 3' J` �scePanc�ho # EapinUw Dw ' $ o L �� 8 205 •1 drawing no. r W04-01 an.et a at . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • .•• • • • • ••• �U ` 3.937 10 r. ® o 070 to � • • F z 1.815 1.634 •• • • • �• ; y ® O < 2.658 ; �• ✓• • Q CIE Fes-1.772--I • o�i V DOOR FRAME • . • • ; ; •• I I C 0.M 1.77110 41.9 N . : . . • . • I � 4 z 01 2 2.830 I w 3.673 070 2.819 I Lj3 0 FR4ME TOP CORNER o Z r 2047 p N M n- W W W.M O DOOR LEAF In gM81 1 a M1 1.772-1 14 c9 zr,am z N Q U Wm ~ 2 � .067 3.937 1.107 3.177 2.921 J D N J Q WL— d .080 O 238 -�I 1.043 1^- r 1.638� DOOR BASE BOARD O SHEAR CUP 2.402 1.76 ,0f3 7.906 1.417 FRAME BOTTOM CORNER u .571 S I I o a 'o r—L 772-moi .744 591 LEAF CORNERS d < m u c O FRAME SILL O ASTRAGAL STILE Eng..JAVAD AHWD n Q FLA.FE CAN. 70592 rk007CI pipo"D �z.000� 1.000 CA.N.3578. a,m1mp e'0164.Pbft sR -� � 4eeepunce N• .I N � i g F,tp"1"6•O•te 1,000 .094 .848 .OSO 1.016 �9 �— 111E 201.5 •1 drawing no. —1 1.201 w•.L0•a�v ..;, W04-01 O SILL BASE O GLAZING BEAD sheet 5 o 5 PRODUCT APPROVAL NUMSERs...:. FL #13010.4 �.... . �•• Voo OPENING IDENTIFICATIONS: 0000 : 96096: . ••• •••••• 00 2. PW 3. PW 4. PW 6. PW 7. PW 8/3V2016 Florida Building Code Online 4-EAQ BCIS Home I Login I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map Links Search F rida 00 ;, Product Approval USER: Public User .=,Kzp , Product Approval Menu>Product or Application Search>Application List>Application Detail • 1:1� FL# FL13010-R4 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 e • 449••4 • • • 0000•• Product Manufacturer Custom Window Systems Inc. •• • •• •• •• • Address/Phone/Email 1900 SW 44th Avenue 000;0• • 40 •4•••• Ocala, FL 34474 •••••• • • • (352) 368-6922 Ext 255 *000 • • ••••• • • • • sbrooks@cws.cc ..,•4 • 0000• 0 0000 . • 9 • 4900 • • • 0000 949.9 Authorized Signature Stephen Brooks •• •• sees .0.0*• sbrooks@cws.cc ••4 4 4 • • • 9 • • 0.004 Technical Representative Erin Koss � 4•• •• . • Address/Phone/Email 1900 SW 44th Ave. •• • 000 4 Ocala, FL 34474 0 0 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Fxed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE ,� Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard ysar AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_ppp dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkba8TgJmamdLOFZ98Uc57GZQ°/*3d%3d 1/3 8/3112016 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/19/2015 Date Validated 11/23/2015 Date Pending FBC Approval Date Approved 11/23/2015 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL13010 R4 C CAC CAR 138-1357.Ddf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-1362.Ddf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-562.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150, 36"x 72" and 72" x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact. In HVHZ may only be Installation Instructions used up to 30ft above grade. Glass complies to ASTM E1300- FL13010 R4 II CWS-433C(PW-8150, 72x76. IMP).Ddf 04. Verified By: Lucas A. Turner 58201 • • •••••• Created by Independenthi rg Party: Yes 609694 Evaluation Reports •• • 00 0 • FL13010 R4 AE EvaIReq,CW-433C(PW-8750f72x76. '• IMP).Ddf 0 � 960064 FL13010 R4 AE Kuraral ply Jill 14-0916010.odf • FL13010 R4 AE K r ra ,N A 14-i 1 ll. df FL13010 R4 AE Ouanex GNi1cDDn) NOA !fM? 02.Dc10906 Created by Independentj"ro jPprty: Yes 0022 • • • 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fix9i figlow,Continuous Head Wilt.;' • Limits of Use Certification Agency Certifical • • 000000 Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138i261e2.gr•••• Approved for use outside HVHZ:Yes FL13010 R4 C 2C R 1 - 2. f :0 0••; Impact Resistant:Yes FL13010 R4 C CAC CAR 1 8- 6e2.D f •� • • Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dp= +/- 67.5 psf, Max. size 74 1/8"x 08/12/2019 72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. FL13010 R4 II CWS-510B (PW-8150. CONTHDSL. IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE DuPont PVB NOA 13-0129 27.Ddf FL13010 R4 AE EvaIReD CWS-510B(PW-8150. CONTHDSL. IMP . df FL13010 R4 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL13010 R4 C CAC CAR 138-258e2.Ddf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-481e2.Ddf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-482e2.Ddf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48", DP = +/- 70 psf. Large Missile 04/09/2019 Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R4 II CWS-373B (PW-8300. 120x48. IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE DuPont SGP NOA 11-0624 02.odf FL13010 R4 AE EvaIReD CWS-373B(PW-8300. 120x48. IMP). df FL13010 R4 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-1093.odf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-1320.odf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-250e2.Ddf Design Pressure: N/A FL13010 R4 C CAC CAR 138-274e2.odf Other: Large Missile Impact, See Installation Drawings for FL13010 R4 C CAC CAR 138-457e2.Ddf Max. size and DP's. Outer lite must be safety glass above 30 FL13010 R4 C CAC CAR 138-465e3.Ddf ft. in HVHZ. Glass complies to ASTM E1300-04. F1-13010 R4 C CAC CAR 138-534.odf https://www.floridabuilding.orgtpr/pr ppp_od.aspx?param=wGEVXQwtDgvQEbBFEH60Vrs5wFsWUkba8TgJmamdLOFZ98Uc57GZQ%3d%3d 2/3 8/31/2016 Florida Building Code Online FL13010 R4 C CAC CAR 138-730e2.Ddf FL13010 R4 C CAC CAR 138-739e2.Ddf Quality Assurance Contract Expiration Date 04/29/2018 Installation Instructions FL13010 R4 II CWS-159D (PW-8300. 72x76. IMP).Ddf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE DuPont PVB NOA 13-0129 27.Ddf FL13010 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL13010 R4 AE EvaIReD CWS-159D (PW-8300. 72x76. IMP .)df FL13010 R4 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. • • Product Approval Accepts: • • ""' 0000•• ® p '••' • •• • •• 0000•• • •• 0000•• • i Credit Carda. • 0000.. Safe 000000 • 0000. 0000.. 0000 0000• . • •0 00 0I00 00.0•• •••••• 0 . . . . • 0000.. 0000.. 000 . . 0000.. https://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60\frs5wFsWUkba8TgJmamdLOFZ98Uc57GZQg/o3d*/o3d 3/3 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159D April 18,2015 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5'' Edition(2014)Florida Building Code including the HVHZ. 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.Portg FL :•'••• 2) Approval drawing CWS-1591), signed and sealed by Lucas A.Turner,P.E**-* .. 3) Test Reports NCTL-210-3954-01 and-IA,and NCTL-210-3955-01 and-rA,-"Na;o;ai .... •• Certified Testing Laboratories, Orlando, FL,with Testing Performed: AAMVWDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,01* 03 1904(ZAS ' reports 3954-1A and.3955-1A signed and sealed b Gerard J.Ferrara P.E 9 0 0 0 0 P g Y � ,1..... 0000 00:00' 4) Supplemental Calculations to support CWS-159D, signed and sealed by Lxcas A.Turner,P.E. 00000* 00000. • Installation: Units must be installed according to approval document CWS-15913. 0 0 0 ••0•:. 0000.. . 000. 0 . Limitations of Use: This product: 0 000•0; • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max. glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.276 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. 00, ..fir : No 58201 *:fid 4/18/2015 SID. STATE OF 4u Lucas A. Turner, P.E. .0 . ;•tu. 'r��` '•.'; A p P.• '�� FL PE#58201 �--,-o)NA�E�� '� Lucas o A.AA nn.nn . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . GENERAL NOTES: PICTURE WINDOW - LARGE MISSILE IMPACT a=m 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS • • • ••• TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT t900 SW 44TH•• • •• • EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S AVE.E. •• • • • •• AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS O ALA,FLORIDAFL RI • • • • • • 34474 DEFINED IN ASTM E 1996 PER THE FBC. CC ••• ••• ••• • ••• • a9 1/a• 731/4• 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH •• •MA:OVERALL FLANGE WIDTH 8'UU PVC 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW 48" 72' NOT LIMITED TO,THOSE SHOWN ON SHEET 2. MAX UNIT WIDTH • • • .UTow.ID109i•• ••• IMPACT 45 716" •69101/8% t• 4.DESIGN PRESSURE RATING: GLASS DLO • • • • QLALO• • -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A — — — ——— GLASS TABLES ASTM E-1300.04. �i2�':lj-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o Q N O hINFILTRATION TEST PRESSURE AND GLASS TABLES L,7a� ona:, I I ( I ASTM E-1300-04. o o 1 I 77 1/4" I I 5.ANCHORAGE:THE 33 1/396 STRESS INCREASE HAS NOT BEEN USED W p p } MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR I- w.¢ ¢ m 731/4" I OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z o to FLANGE I I ANCHOR CALCULATIONS. U ° C ¢ z MAX. I I HEIGHT I I m r m OVERALL B B v LL LLo LL O FLANGE I 1 I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT HEIGHT I I I 76" I I REQUIRED. ¢�¢ w ¢ i zz w W U Wcc I O ( UN T 7.ALL FRAMES ARE FULLY WELDED. a s a s MAX. I I HEIGHT I O I w o w o ¢ UNIT I I I I 8.SERIES/MODEL DESIGNATION PW-8300. a ¢ ¢ a w c 0 0 0 HEIGHT I i I 73 t/8" I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: � o O=FIXED SASH. 111 1 oUm ¢ Z69t!6" I GLASS LO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR DLO i I C i I LOCATION. 0�00 DREW�T�i�� Gp` cENSF�py., I 1 I g I I v' No 58201 ":�� A A Lucas A.Tumer a 2015-04-11 X'P% STATE OF :�1V 15:0404:00 ��T•.F� QP, ��J .F oRt• G.` z� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOC MAX. 61NIT SIZE BEGIGNI ING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2 ANY48°X 72" +/-55 PSF ADE 05/05/07 GLAZING DETAILS.................................3 SECTION VIEWS....................................4 NON-H - LARGE MISSILE IMPACT DWG k. REV.: EXTRUSIONS&B.O.M...........................5 72��X 7Cn CWS 159 D ANCHOR SCHEDULE&NOTES.........6-7 HVHZ V +/- 67.5 PSF SCALE:INSTALLATION DETAILS.......................8 SHEET 120 1 OF 8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . fflWINDOW SYSTEMS ��' • • • • • •.• 1900 SW 44TH AVE. • ' " ' •• • OCALA,FLORIDA 34474 • • \ •' WWW.CWS.CC 8300 PVC •• •• PICTURE WINDOW • . ... . IMPACT . . . .. . 6Ul-EHLIME P'OYAL'9 . 00 0 0 00 • 2 10 FULL CIRCLE of m n w rio � � Q TOMBSTONE 0 W � a 0 >- wZZ ¢ ¢ m U o U Q Z w Q U.m U 0 a LL o fn cr uPl . ¢ _ L a ¢a T a_ \ w o w o ¢ ¢ ¢ a a U)i a d d y w 1/2 CIRCLE o U m ¢ 0Z. OCTAGON �T��. � ENSF.•5Q.0 TRAPEZOID v' No 58201 9•: STATE OF ;�0. . 4u NOTES: 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. FLPE01 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF # RECTANGULAR WINDOWS ON SHEET 1. 123399 JABARA A AVE. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG t. REV.: CWS-159 D SCALE: SHEET 1:1 20F8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . WINDOW SYSTEMS ' ' ' • • ••• 1900 SW 44TH AVE. " ' ' " ' •• • OCALA,FLORIDA 34474 • • • • • • • • • WWW.CWS.CC • •40 • • • • 8300 PVC .. . . . .. ... .. PICTURE WINDOW • IMPACT . ... . . . . .. . 01ii"i < 8 a 0 W 2OCt } 1"OVERALL 1"OVERALL I- W Q Q m 3/16"ANNEALED or TEMPERED3/16'HEAT STRENGTH a TEMPERED m 'm ¢ Z 12'AIRSPACE 3/8"AIRSPACE I U) c Fi� 3 > 5/16"LAMINATED 7/16'LAMI GLASS w ¢ z p W Lu 1/8"ANNEALED 3116"HEAT STRENGTH a ¢w I w a p ip a O III o W o .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER < a ~¢ a N 1/8"ANNEALED 3/16'HEAT STRENGTH > p 11 Fff 6 PURFECT GLAZE"H" 6 PURFECT GLAZE'H" OO m Q 0 Z SIKAFLEX 552 SIKAFLEX 552 o0t;t pRE W,T,i��i 10 12"GLASS BITE 10 VT GLASS BITE ��JGp`?.��6 E NSF 7 7 No 58201 fro. * ae STATE OF :4f, .��'OS;,ONA, GLASS TYPE A -3 GLASS TYPE B 4/12015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS BbAs SIZEDRAWN BY: DATE: TYPE W X ADE 05/05/07 DP +/-55 A 48 X7 DWG J REV.: CWS-159 D 6 SCALE: SHEET 1:1 30F8 . . ••• • . • • .. .. . ... .. .. .• . . . . . . . . . . Q 4 WINDOW SYSTEMS ' • • • • ••• 1900 SW 44TH AVE. •• ' I' •' ' '• • OCALA,FLORIDA 34474 • ••• • • WWW.CWS.CC • • ' ' INTERIOR . ••. ..• . ••• . 7 s 8300 PVC s s 9 s PICTURE WINDOW 0 00 so• ••. 000 B IMPACT O • .. co O ro 10 ornmnw co N O O H ooaoo „ W lo o � wFa ¢ m 8 9 z w to SECTION VIEW B-B m m ¢ Z 10 it 17 10 v w z ir aal d a a W o W o Q < < Q a 7 Lu INTERIOR °D a Oz 1 .nn,u,,. OWRE1y 7�i�G No 58201 �1t 6 9 !ro' 'ate 1t Z P: STATE OF 140 stillIll 1116" 10 ✓� J� z 54/11/2015 LUCAS A.TURNER, O QP.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG X: REV.: CWS-159 D SCALE: SHEET 1:1.33 40F8 ... . . . ... . . . . . . . . . . PARTS LIST ' '•• FRAME CORNER CONSTRUCTION CCW hJ1(l® ITEM PART# DESCRIPTION VENDOR MATERIAL WINDOW SYSTEMS ffl 1 H-6006B FRAME, PW, MAIN, HEAD rJ RQM, .;PVF ••+ 1900 SW 44TH AVE. '• • OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL M RON ' ,PVr*; •' WWW.CWS.CC 3 H-60066 FRAME, PW, MAIN, L. JAMB M AI, „PVC , „+ 4 H-60068 FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PI-ASM IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8”x 5/8"x 2" LG. FRANK MOWS •. 8 PURFECT GLAZE "H", SIKAFLEX552 HENKPL'/SIKA 91LICONE •• •,� o ._ 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE N a o 10 S-6064 GLZ BE., FXO. (1"O.A. I.G.) MIKRON PVC o a o 11 GLASS SEE SHEET 3 W o o 1 w a a m z o t4 3M" 3 1/8' um. < v Z O ❑ Q N ¢ N W Z w 2 W 2 z 0 a ¢ i a Fm 1 2 3 4 5 w w w W a a a a Zn a� a L a W 21/16' 1/16" 1/16" 7 > > > ❑ O 0 ❑ ) HZ 2-1/8' ttt11iU11 $1 . p>3DREFy No 58201 1 1/2" PVC FRAME FLANGE-H-60068 9; STATE OF t O�ct`,ti`�O R 1�,P N% PVC FRAME FIN-H-6006A i0NFigA�"' 1/4" z� 4/11/2015 _ LUCAS A.TURNER,P.E. s' FL PE#58201 7/6' 10 1239 JABARA AVE. 316" 8 NORTH PORT,L 34288 PH.941-380-1-1 574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG is REV.: CWS-159 D SCALE: SHEET 1:1 50F8 % .• • • % •. • ••• • 14"MAX.O.C.(il 4"MAX(TVP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS 9EE NOTS 2 • • SEE NOTE 2 e'MAX(n P•) fflI,A,,v 1900 SW 44TH AVE. •• • . •• • :IAX- 0 OCALA,FLORIDA 34474 6'MAX.(TYP.) • • • • • • • • • WWW.CWS.CC 8300 PVC 8- I I PICTURE WINDOW I... � . l�'.'"� .. ... M C. I I IN:T#I:A yry : : :. ( C. IVY. I I IAN ANCHOR OYP.) IMPACT NSTALLATION 14" •ANrHQR( Pj •• • • MAX O.C. I I • • • • • • • • • I I a I•• • • • • • ••• •• I I _ c (NP) I O I I O I M o o a o � ? o ❑ I I I I lL Y W W .>. I I I I w � ❑ ❑ I I I I � w ¢ ¢ ao I I I I " i " 0. z I I I I LL � o � U) N ¢ N W Z I I I I w � wZ0cc o a a I I ( I w o w o ¢ w w a i a a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ❑ O I m I¢ z OP+1-55 PSF DP r/-55 PSF �ti�1111111/f/ �`��,,PNOREw Tff�i -: No 58201 :9 NOTES: V. STATE OF 140 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. rry/S�ONA,yrGC��p 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. r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 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 LUCAS A.TURNER,P.E. 01 BE PROTECTED TO PREVENT REACTION. FL PE# 1239 JABARA RA AVE.A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS„AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 'NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 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. DRAWN BY: DATE: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG/: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA(WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 • • •4"MAX.(TYP.) •• 8-MAX O.C.(TYP.) WINDOW SYSTEMS •• • 6' MAX.(TYP.) (----'�7 518"MAX.O.C.(TYP.) 1900 SW 44TH AVE. •• SEE NOTEW •4"N14X OYV.) • • SEE NOTE 2 OCALA,FLORIDA 34474 6'MAX(TYP.) •• ••� • •• WWW.CWS.CC ————— •• ••• ——————————————— i I I 8300 PVC I I PICTURE WINDOW • .•. :�` •• I IMPACT 75/8' I • ••• • • •M � I OMAX .C. I •• • • • )• I • I • • • • • ••• I �2vrm I I I I � Nco � INSTALLATION I I INSTALLATION c') a o 0 O I ANCHOR(TYP.) I O I ANCHOR(TYP.) LL Y W W W u O ❑ } I I I I F— waam I I I I L3 0 Q z ° I I I I Raw Z > a �Ipin a_ I I I I WOWo ¢ I I I I [L a a a a W > >I> > ❑ ❑ c��m ¢ Z ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) G ,%t%jill �++q++ DP+!-65 PSF DP+/-65 PSF ,4%% PNORE4y � is p. .-*CEN ' v No 58201 :�?7 �b: cae NOTES: 9Q STATE OF 4u 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. ;O... .. 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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 0;7- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 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 LUCAS A.TURNER,P.E. FLPE 01 BE PROTECTED TO PREVENT REACTION. # A 123399 JABARAVE.A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE& 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. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:ADE 05!05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG x: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 7 OF 8 . . . . . . . . . . MIN.EMBEDMENT - �7/!/C\"�//zJ)f}f]'L/�/d TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE (SID W SYSTE S I(\j/��/�jl� • • BY OTHERS WINDOW SYSTEMS •• • • 1/4"1104c SH �I*A� •• SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE r4P• OCA A, LTH AVE. • • • • f%NSTALLER • SEE TABLE 1 BYOTHERS OCALA,FLORIDA 34474 MIN.EDGE DIST. • . • SEE TABLE 1 SEETABLE1 • • 1/4"MAX.SHIM WWW.CWS.CC MIN.EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANTSEE TABLE 1 INSTALLATIONANCHORBYINSTALLER SE•TABL�1 PICTURE WINDOW MIN.EMBEDMENT INSIDE AND OUT • • EE TABLE i IMPACT SEALANT BEHIND f� • • • • O FLANGE BY INSTALLER 2 y1/4"MAX SHIMPERIMETER SEALANTETER SEALANT BY INSTALLERo INSIDE AND OUTE AND OUT INSTALLATION ANCHOR w Y w w SEALANT BEHIND SEE TABLE 1 � w I a ¢ m FLANGE BY INSTALLER SEALANT BEHIND � FIN BY INSTALLER U U ¢ Z INSTALLATION ANCHOR t tl ` HORIZONTAL SECTION C HORIZONTAL SECTION t, Ulm o O SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE a �` U) HEAD AND SILL SIMILAR FOR FIN INSTALLATION cE ¢ cE w Z W ¢ w ¢ z O OC LU w a ¢Ia a d ap i ap W 0 7 7 O SEALANT BEHIND 1/4"MAX SHIM O U 4] Q Z FLANGE BY INSTALLER C� ��TURErryrb PERIMETER SEALANT �.•�,Pc?PNGO•ES•PG��'i. BY INSTALLER MIN.EMBEDMENT G �. F •,'L . INSIDE AND OUT SEE TABLE 1 'v t• No 5$201 "'�7� 01 SUBSTRATE BY OTHERS •2 SEE TABLE 1 MIN.EDGE DIST. !:'A% STATE OF +' SEE TABLE 1 'QT"•'� P,•'�4(1�� SEALANT UNDER SCREW (_A1 VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 LUCAS A.TURNER,P.E. FavcS I FIXTETWEF ANCHOR TYPE MIN.EM FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT ip// NORTH PORT,FL 34288 F -FILLED CMU(117 PCF MW.) 3/16"fT1N TAPCON BY INSTALLER PH.941-380-1574 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT D HORIZONTAL SECTIONSHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2.1/2" a BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"TTW TAPCON 1-318" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MW.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT!KW IK-FLEX OR TW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG A: REV.: 1/8"ALUM.(6063-75 MW.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2' 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 PRODUCT APPROVAL NUMBER: FL #16736.1 OPENING IDENTIFICATIOht% • ;• •••••• Voo 00 60 8. HS 0 0 , ... ...... .. : ... . .....: 10. HS •• 11 . HS 12. HS 13. HS 15. HS 16. HS 17. HS 8/1V2016 Florida Building Code Online LIA • • • � -- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida yr �. S11 Product Approval �pe•��ww��s USER: Public User irgti„rrarr,.q.. Product Approval Menu>Product or Aoplicatioh Search>Application List>Application Detail NEW FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 • • (352) 368-6922 Ext 255 • • • •'• sbrooks@cws.cc ••.• ; �• • Authorized Signature Stephen Brooks 000000 . • sbrooks@cws.cc 0090 •••••• • • •••••• • • 0*00 Technical Representative Erin Koss 00:06: :••• •;••• Address/Phone/Email 1900 SW 44th Ave. •• •• •••• *00099 Ocala, FL 34474 900000 • • (352) 368-6922 Ext 291 0 • • • ekoss@cws.cc ••••i•� � •••••• 00 000 Quality Assurance Representative Jay Lathrop • • • Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE G Validation Checklist- Hardcopy Received Certificate of Independence FL16736 R1 COI EvalRep CWS-8718 (HS-8200. 74x63. IMP).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards https://www.floridabuildirig.org/pr/pr_ppp_o.aspx?param=wGEVXQwtDqu8oblp/p2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMAp/o3d*/o3d 1/2 8/11!2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16736.1 1-15-8200 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 R1 II CWS-871B (HS-8200. 74x63. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports • Other: Large Missile, 74"x 63", DP+/- 60 psf. Outer lite in FL16736R1 AE DuPont PVB N A 13-049 I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRep CWy831B(HT-8200, 74x63.••••• Glass complies to ASTM E1300-04. IMP). f ' •• • •• FL16736 R1 AE Ouanex TM&P&A NOA t2-10.510 02.Ddf- • Created by Independent WWifd Qarty: Yes • • 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal 9Iyc6-4,.1'MPACTy1'M-x•63", X&X. Limits of Use Installation Instructiont•a••• •••• a**** Approved for use in HVHZ:Yes FL16736 R1 II CWS-869B+(H6r�200 li txi!, IMP).Ddf ••••• Approved for use outside HVHZ:Yes Verified By: Lucas A. TurpV.WO1 • . Impact Resistant:Yes Created by Independenthirll Party: Yes •• Design Pressure: +60/-60 Evaluation Reports ;•••• •••••• Other: Large Missile, 111"x 63", DP+/- 60 psf. Outer lite in FL16736 R1 AE DuPont.•PVB_IOOA 13-0!29 23.•DW . 0 I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont 9W NOA 11-0624 07yg_df •••••• Glass complies to ASTM E1300-04. FL16736 R1 AE EvalReD CWS-869B(HS-82001 111x65, • IMP).od FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Cooyriaht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: n® 1 PC I- E Credit Card I Safe https:/ANww.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXCtwtDqu8obl%2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 2/2 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5h Edition(2014)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 Porti EL •••• • 2) Approval drawing CWS-871B, signed and sealed by Lucas A. Turner,P.E. •• .. • 3) Test Reports NCTL-210-3887-1, -IA, -2,and-2A,by National Certified TMAVLaboratorras, 0000:. Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed� rAS 201,202,203 0000.. `94,ASTM E 1886 '02/04/05,ASTM E 1996 '04/06/09, and AAMA/WDM r,;g0A • 101/I.S.2/A440 `08 0.0000 ••: 4) Supplemental Calculations to support CWS-871B, signed and sealed by Ludes-A'Turner,..E. 0000.. Installation: Units must be installed according to approval document CWS-871 B' :... •••0:• Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • 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 Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5t'Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. No 58201 ��r •tet .�- STATtr OF 411 4/18/2015 :,'� C R Lucas A. Turner,P.E. 4*'*� S'pN � .`` FL PE#58201 Lucas A. Turner 2015-04-18 22:21-04:00 0. . . . . . • • . . .<:: . . ... GENERAL NOTES: HORIZONTAL SLI D E R - LARGE MISSILE I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS •• • • •: • ••• TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH• • • •• • EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S FLORIDA AVE.E. • • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED34474 • • • -0: ••• ••• • • •• • IN ASTM E 1996 PER THE FBC. WWW.CWS.CC • 751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74'MAX UNIT WIDTH 000 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER • • • • • :•• :•• ••• 4.DESIGN PRESSURE RATING: IMPACT 33"GLASS DLO • i•i i :•• :• • -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND •• GLASS TABLES ASTM E-1300-04. __ __ __ __•• _ •• • • *•• ••• -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER to a FIZZINFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. a a I I I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED o O o 641I w I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR 2 DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w ¢ /4 in FLANGE BI B ANCHOR CALCULATIONS. U Z HEIGHT 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m vii 0 REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT Y'o o N UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a W Z W 63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o O ir MAX FLYING DEBRIS. a LLI o a UNIT I w w 2 HEIGHT O X I 59 9/16• 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a z U SMA H USED AT FIXED MEETING RAIL AND HEAD/SILL. a i w HEIGHT U I 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ O Z 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 5813/1 GLASS6" 5 X=OPERABLE SASH,0=FIXED SASH DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .-,\r,E NSF•,p��i 5 LOCATION. J;' 00 I j I D ��p No 58201 �:'A I I 5 11.EXTERNAL WEEP SLOT=1/4'x 1'LOCATED 4"FROM BOTH ENDS. C I - -- -- -- -- 0.. STATE Of :mow iF C 1 A A Lucas A. 10 X\ :;OR'p.-'N. 5 Turner '00i /ONA%-e 33"GLASS DLO 2015-04-11 36&i6"MAX SASH WIDTH 15:18-04:00 4/11/2015 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 TABLE OF CONTENTS DRAWN BY: DATE: ADE 10/10/13 SECERAL NOTES&TION LEVATIONSGLAZING MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG REV.: SECTION VIEWS&GLAZING DETAILS....2 EXTRUSIONS s B.O.M...............................3 74"x 63" +/- 60 PSF LARGE MISSILE IMPACT CWS-871 B ANCHOR SCHEDULE S NOTES................4 SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 .. .. . . . .. .. . • a • 7 8 0 2 WINDOW SYSTEMS ffl •• • • • + • �PlAERIOR 1900 SW 44TH AVE. g• • • • • • ' • OCALA,FLORIDA 34474 11 • • 1 • ": 1 1 1 3 6 WWW.CWS.CC 000 8200 PVC • • .. HORZ.SLIDER • " IMPACT .. • O N O O 0 41 40 3 1 39 p } w a m SECTION B-B to U Z 8 11 NOTE:FIXED LITE AT HEAD m 0 AND SILL IS SIMILAR. v o p N W Z W 1 W o G a W H 19 o w Q. U ir 38 5 = w 1 1 7 U 36 3mQZ 19 ,�11111�/Ih/U 41 4 FHEAD IMPACT HOOK(TYP.) q MIDSPAN OF SASH �� 9••'CEN i (ITEMS 35 8 36) 7/8"OVERALL �'��VP.'•�"� `SF'.,2�i� _ .Q,: No 58201 1/8'ANNEALED or TEMPERED INTERIOR I 7/16"AIRSPACE O %a 9 STATE OF :�+ I --5/16"LAMI O,t% 1/8"ANNEALED ��i�FSi•L O R 1�;•p'p�c�� SWEEP LOCK(TYP.) ONA--- ONLY ENGAGED PRIOR JL40 DUPONT PVB INTERLAYER y7 43 TO HURRICANE FORCE WINDS. 1/8'ANNEALED `L LOCATED AT THIRD POINTS 4 I �/ I (ITEM 27) 4/11/2015 19 T GLAZE'H' 13 (� n X 552 LUCAS A.TURNER,P.E. 1 Ill llll FL PE#58201 ,,V4PURFEl 1239 JABARA AVE. NORTH PORT,FL 34288 8 5 PH.941-380-1574 I SHEET DESCRIPTION: 5 I GLASS BITE 0 o SECTION VIEWS AND GLAZING DETAIL DRAWN BY: DATE: SECTIONA-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1:20 DWG REV.: SECTION C-C GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1:1 SCALS. SHEET 1:2 20F5 • ... a . ... .. .. . . . .. .. . . . . . . . . . . . PARTS LIST • • • 31/8"' CORNER CONSTRUCTION 2,,,ffl ITEM PART# DESCRIPTION VENDOR MATERIAL31/8" �1 H-1497 Reinf.Sash Meet.Rail Keymark Alum •A.- 1 1/2• 2 H-1699 Reinf.S.B.R./S.S.R Keymark Alum • • 31900 SW 44TH AVE. • WWW. FLORIDA 34174 3 H-1836 Meet.Rail,Fxd. Keymark Alum •• • 1/16' WWW.CWS.CC 4 H-6052 Sash Top/Bot.Rail Mikron PVC 21 1R' • • ' 16" 21/8' 1/16"5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16 • CORNER WELD8200 PVC 6 H-6050 Sash Meet.Rail,PVC Mikron PVCL (ALL SIDES)7 H-6051 Sash Side Rail,PVC Mikron PVC •• ••• •• 1' ':8HORZ.SLIDER • • • FIXED RAIL-1836 IMPACT 8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC SbVC RAl1ME F6ANpE-�D4y •• • 9 P-3029 Screen Pull Tab Summit •• •• •• • PVC FRAME FIN-6048 • 15 10 P-3033 Screen Spring,SS Hurley 1 3/18• 6 ro v 11 P-3113 Screw Support,PVC Team Plastic Rubber ��" 6 3/16• o N 12 P-3218 Screen Frame Allmetal RdlForm 7 4 40 0 0 0 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 15/8• 15/8" 1 Fn 1 516' Y w 14 P-4754 Screen Frame Comer Key Allmetal Nylon I 1/16" FIXED MEETING RAIL W Q ro 1/16' L 1/16" 1/16' 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH OUTERFRAME 16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 m O 17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gn Ultrafab o 18 P-3539 #8x3/4"Square TEK 2 Znc Fastenal Steel yg• 3/4• t• -I Q w w 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3/16" 2 a Lu I- �/��J o 20 P-3752or Cap Plug,1/2"Hole M&M Nylon O 1.L� 1/16• 73/L lam' 1/16" a z cr V U) 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 (L o 22 P-4779 Roller,Tandem M&M Nylon g• I 15/16" 23 P-4051 #8 x 1 1/4 Ph FH TEK,WM. Fastenal Steel r (l —iI 7/16• 1 1/a• Co ¢ Z 24 P 4069 Keeper,Impact,PVC Interlock 7/6" �1114II-1/1v6" 3/1fi —I 3/a 3a � ��jpREW�po�i� 25 P-4479 Weep Cover w/Flap M&M Nylon ��`5 P•""'• 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1859 HEAD IMPACT HOOK-1999 1/16' 1/16' ,�JCj ;��G E NgF. S.B.R./S.S.R.-1498 ROLLER TRACK.1776 -z! No 58201 27 P-4958 Rotary Lock Sullivan Zinc 28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3n6• 29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gri Ultrafab O '/4• 1 7/6"-{ 13 STATE OF .•tL 30 P-4633 Barrel Fastener Fastenal Steel 41 T— 31 :��••,� •�� 31 S-1112 Reinforcement,Head Keymark Alum 6• 5/9• 7/8" J— i�S p P G�`�� - -I 9/18' �i CC'•.,O R 1 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum L We �—. PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum �— 1/16• y� 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1M"_,_„/8"J y8• ;1;5�/l g• © 4/11/2015 36 S-2000 Panel Catch,Head,Impact Keymark Alum �1L11 —' 37 S-6005 Anti Lift Mikron PVC 3/16" LUCAS A.TURNER,P.E. �h- 3' -i I--i-1/2" 1/16• tng 39 A#58201 RAA 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC PVC ANTI-LIFT•6005 1239 JABARA AVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC SCREW SUPPORT-3113 PVC SCREEN CATCH-6013 NORTH PORT,FL 34288 40 S-6D63 Fixed Rail Cover Mikron PVC PH.941-380-1574 41 S-6064 lGlazing Bead i Mikron PVC 5116" SHEET DESCRIPTION: 42 GLASS ISEE SHEET 2 CARDINAL GLASS 9 BOM AND EXTRUSIONS 43 jPurfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1/16" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWG#: REV.: CWS-871 B LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 33 1:2 30F5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . WINDOW SYSTEMS 121/2"MAX O.C.(TYP.) • • • • • ••• 1900 SW 44TH AVE. -.I 3"(TYP) •• • : • • 4"•MAY(TY�.) • 8"MAX O.C.(TYP.) W OCALA,FLORIDA 34474 6"MAX(TYPO 3"(TYP) SF NOTFy� • • ,0 • SEE NOTE 2 W W.CWS.CC 6"MAX(TYP.) • • • �OMAX(TYJ•)- �------- INSTALLATION 8200 PVC T I ••ANCH.R(TY • ••• ' I ' INSTALLATION HORZ"SLIDER '• . . •. . . . . ANCHOR(TYP.) IMPACT %... b.c. • • • • • • ••• •• n v MAX.O.C. (TYP.) I O I w a m I � U Z LL H 0 N W W Lu Occ aa -- -- -- -- -- -- -- -- cc w U y o. ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT (FIN)- o m ¢ z �� P<`1DRE1•y T�i,� �OVP"•.��G E NSF•. .y.'. No 58201 ••�1� NOTES: �O STATE OF ":�� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. .O R 10'' � j��`` 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 i �N I$00 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. 4/11/2015 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380--11 574 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 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. DRAWN BY: DATE: ADE 10/10/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG r: REV.: j SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . EMBEDMENT ... TYPICAL HEAD ANCHORAGE SEE TAABBESUBSTRATE OTHERSBy 1/4'MAX IM SEE TABE 1 MIN.EDGE DIST. SUBSTRATE gs�mffl MIN.EDGE DIST. • • `VI'I • • •• SEE TABLE 1 •• • • •• • SEE TABLE 1 BY OTHERS 44TH AVE. OCA • • • • • • SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS • • • 000 • 1/4"MAX SHIM WWW.CWS.CC SEE TABLE 1 • • • • MIN.EMBEDMENT ••• ••• •• • MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 8200 PVC BY INSTALLER INSTALLATION ANCHOR HORZ.SLIDER INSIDE AND OUT SEE TABLg 1 • • • • • MIN.EMBEDMENT SEALANT BEHIND •• :• • • • SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM • • • • • • •• • • • • t2 PERIMETER SEALANT c N PERIMETER SEALANT BY INSTALLER o �o o O BYNSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR L } SEALANT BEHIND SEE TABLE/ w Q in INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND SEE TABLE 1 � FIN BY INSTALLER U Z �gl HORIZONTAL SECTION ! y1 HORIZONTAL SECTION LL H 0 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE o j HEAD AND SILL SIMILAR FOR FIN INSTALLATION R w Z W w w O tr 0. D 0 Lu w U 1/4"MAX SHIMy = w SEALANT BEHIND U 0 FLANGE BY INSTALLER O •• m Q Z BYRINSTALL RST SEE TABLE EMBEDMENT �� r10RE W��Ai� INSIDE AND OUT .G E N..... G�Qy�G r �:" No 58201 •'�� SUBSTRATE BY OTHERS ,- SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 A VERTICAL SECTION - STATE OF .k/ 5 TYPICAL SILL ANCHORAGE ,��iO�FS.,< OR 1 O,r p�2J z� 4/11/2015 TABLE I:APPROVED INSTALLATION FASTENERS FRAME E DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8• FL # PERIMETER SEALANT 1239 JABARA RA AVE.A FLAN ' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT � PH.941-380-1574 Dl HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8„ 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 10/10/13 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. E FILLET, F CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8"STEEL 33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B ( -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. S SHEET 12 50F5 PRODUCT APPROVAL NUMI3tRi-... FL #16177.1 .. .. .... : ::... OPENING IDENTIFICATIONS: � .. 14. SH 8/1 W2016 Florida Building Code Online BCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications FBC Staff BCIS Site Map Links Search b'dapr ` C�• Product Approval rrYe USER: Public User Product Approval Menu>Product or ADDlication Search>Application List>Application Detail ' • FL# FL16177-R1 I'M Application Type Revision Code Version 2014 Application Status Approved Comments Archived 7 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 • • sbrooks@cws.cc •0•••• • • • 0000•• • • • • Authorized Signature Stephen Brooks ••••••• • •• •••••• sbrooks@cws.cc ••••.. . 0 � 0000•• 0000 • • • • • • 0000•• Technical Representative Erin Koss •••• • ••••• Address/Phone/Email 1900 SW 44th Ave. •••••• •••• ••••• Ocala, FL 34474 •• •• 0000 0000•• (352) 368-6922 Ext 291 • 0000•• • • ekoss@cws.cc • • • • • • • • 0000•• 0000•• Quality Assurance Representative Jay Lathrop •••• ; 0 0 0 0 ;••0•; Address/Phone/Email 1900 SW 44th Ave. ••; Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [�i Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Vi Validation Checklist- Hardcopy Received Certificate of Independence FL16177 R1 COI EvaiReD CWS-812B(SH-8100. IMP. NoSillAnch).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards https:/ANww.floridabuilding.org/pr/pr app M.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QgDbmBIPjuPdYuGeM3yYul882D/*2bJrew%3d%3d 1/2 8/1'M2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R1 II CWS-812B (SH-8100, IMP, NoSillAnch).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other:SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 7. glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvaIReD CWS-812B(462111h.IMP. complies to ASTM E1300-04. NoSillAnch).Ddf • • • •••••• FL16177 R1 AE Ouanex Mikrort NOAPIP2-1847 02.pAf :• Created by Independen167jiyiW612,arty: 4s e e' sees:* :000ee 0 e • e Back Next 00 ••••e• ecce • e0 e00 ••eee• •eee 00000 0000 sees sees:* Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 • • • : The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::&ess1%llI j Statement:: Refund Statement : -x.000 see:e: Under Florida law,email addresses are public records.If you do not want your e-mail address released In response 90 a pub ic-records request,do not sencbelectroni0 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contbct4b50.487.1395.'Pursuant to 9Nti0r0 0 e 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the'b1partr1ilent with•JIT�Vll Iddress ifthey havlr one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do rlpt 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 dick here. Product Approval Accepts: Credit Card Safe https://www.floridatwilding.orglpr/pr_appO.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QgDbmBIPjuPdYuGeM3yYul882%2bJrew%3d%3d 2/2 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44 h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5"' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B, signed and sealed by Lucas A.Turner,P.E; ,•' 0 000%0 3) Test Report NCTL-210-3 815-1A, -2, and-2A,by National Certified Testing Lab'bratod ft •• Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed*VS 20172021203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101Y..S.2/4440-Q8 �•••• 4) Supplemental Calculations to support CWS-812B, signed and sealed by LdrazA'Turnti'P'E. • .... ..... Installation: Units must be installed according to approval document CWS-812B!• •• 0000 •••••• ...... . . 00*0 Limitations of Use: This product: ...... . % .• May be used in O/X configuration in sizes and with max.glass DLO heightsaS 4iownjiC1kS- ; • 812B • • 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(l/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fmd that they comply with the requirements of the 5`h Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ��+�01 0111 jp RE l�',�+�� '�Qy�. �t No 58201 '�'A': Z'Z_ * ;* 4/18/2015 'a Z Lucas A. Turner,P.E. 'Z, ;_ STATE OF .�, FL PE#58201 �x��i4�•'�1 O R 1 P;N�,�ti *' '•••••••••• ,� Lucas A. Turner 2015-04-18 .. .. . . . .. .. . . . . . . . . . . . GENERAL NOTES: �aING.LEH.UNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �((�//( • • • • ••• TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS`�t� • •• • EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. • • • • • • e • • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 • • • ••• • • IN ASTM E 1996 PER THE FBC. WWW.CWS.CC ••• ••• ••• • ••• • 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8'MAX OVERALL FLANGE WIDTH 8100 PVC 51 7/8"MAX UNIT WIDTH • •0 ••• •• 3.CONFIGURATIONS:"O/X'. • • • • • • • *00 4.DESIGN PRESSURE RATING: SINGLE HUNG 4711/16"GLASS DLO • • • • • Ito • -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT • • • :0. • • • GLASS TABLES ASTM E-1300-04. A • •• i 9 Its. ••• -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n a INFILTRATION TEST PRESSURE AND GLASS TABLES ZZ ' -- -- - ASTM E-1300-04. CIS °r° Q 63" _ __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED MAX. -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y OVERALL HEIGHT I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m FLANGE' ANCHOR CALCULATIONS. z U a Z B O I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE T S 0 GLOSS NOT REQUIRED. LU 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w is O M�4 •I I USED AT FIXED MEETING RAIL AND JAMB. a a O LL HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. <UNIT zU LU 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: :2 ii D X=OPERABLE SASH,0-FIXED SASH m ¢ O 30 3/16" I I 10. TtSECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z MAX 26 7/8' LOCATION. ♦ t+N 11111111", , `, I ♦J ORE SASH GLASS HEIGHT X DLO ♦ Pl,,,.. T , B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. ,�♦`�pS.��L E N gF GQti,,, C - No 58201 'F� " Lucas A. �O: STATE OF WTumer , T• �767 A 2015-04-110 a+'D715:15-04:00 '''Si0;;;;ia•`'♦♦♦ 45 1116" GLASS DLO 48 3/8" 4/11/2015 MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....I DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3_ RATING DWG#: REV.: EXTRUSIONS&B.O.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8 x 61-3/4 +/- 70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS....................6 SCALE: SHEET 1:15 1 OF6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . WINDOW SYSTEMS • • • • ••• 1900 SW 44TH AVE. •• • •• • •• • OCALA,FLORIDA 34474 i s• • i i•i • i •• www.CWS.CC ••• ••• ••• • ••• • 8100 PVC SINGLE HUNG •• •• ••• •• IMPACT •• • • • • • ••• •• cn w17 F O Q 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS m ~¢ } w m m 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED uJ 7/16"AIRSPACE 7/16"AIRSPACE U. c O N 5/16"LAMINATED GLASS T,5116"LAMINATED GLASS a' N OZ W 1/8"ANNEALED _ 1/8"ANNEALED w Ir IL p .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT w LL 9- � Z U 1/8"ANNEALED 1/8"ANNEALED p tp a- LdLu DURASEALBYTRUSEALDURASEALBYTRUSEAL 4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H'OR SIKAFLEX 552m Q Z 14 1/2"GLASS BITE 14 1/2"GLASS BITE ,,��0 p� OREW i��', 48 No 58201 STATE OF :Ww� •,SFS.<,o R 10 G��. ,Still lilt$% SASH LITE 7 FIXED LITE 4/11/2015 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: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 B SCALE: SHEET 1:1 20F6 . . ... . . . ... .. .. . . . .. .. . . • • . • . • . . . . . .•. . . . . ... WI�� •i •'• •i i •i "i INTERIOR LLLLLL��%%�%%�� • • • • • • • • • 1900 SW 44TH AVE. • • • ••• • • OCALA,FLORIDA 34474 • • • • • • WWW.CWS.CC ••• ••• 451 3813 32 3 4 45 8100 PVC . 0 SINGLE HUNG o ' IMPACT 45 .. . . ... .. o a " " o F 14 Y 3 3 14 4 14 6 66 63 19 4 W m m SECTION B-B cn U a Z NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m N 9 RIGHT SIDE SHOWS SASH SECTION VIEW. N 0Z > W cr W O ir 0. C7 G 14 39 00 U 40 to 8 W 7 1 3 INTERIOR m ¢ z a8 �` g4DREIVi'�i'' -4..' No 58201 53 9 t STATE OF .w: 14 ��,r••A P 65 10 ii�'�S• O R 1O, �j\,�� 68 ONA, 6 3 z� 3 1 B 4/11/2015 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 0 PH.941-380-1574 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 30F6 . . ... . . . ... • • • • • • • • • • PARTS LIST • • ••• • • • • 000 FRAME CORNER 99�mffl j��ITEM PARI1 Main L,S VENDOR MATERIAL CONSTRUCTION �/G1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/8• (y`/^jl�2 H-6031 ain Fr.,SHw/Flg.,PVC,Sill Mikron Vyl 1 15/16" 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L Jb. Mikron Nk1yl •• • • F �2 3/16 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron yl • • • • • OCALA,FLORIDA 34474 • • 3 8 6 S-1577 Impact Hook Keymark Alum • { • • 4 70 WWW.CWS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron rayl • 11/16^ •• • •• • 1 5/8" 9 1 H-1497 lReinf.Sash Meet.Rail Keymark Alum 1/16" I 1/16^ 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl l� L(UJ 1/16" CORNER WELD (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vin N • • •• ••• •• 7:8 13 S-1498 Reinf.S.B.R./S.S.R • • • • • • IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl•• ••• •PV:FFfIE FLIME-6031• PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron VirW6 ; ••• ; •• ••• ,� �, 19 S-6014 Scm.A t.,PVC,Vert. Mikron Vinyl 1 1/2^ c ;� Lu 20 S-6029 ash Stop/Filler,PVC,Vert. Mikron Vinyl 13/16, SR o a 23 H-1699 Reinforcement,SBR Keymark Alum 7/8' 24 P-2190 Balance BSI 9/76"" � 1 1 Y F 25 P-3059 Sash Cam,PVC BSI Plastic � 3 Lu m en 26 P-3046 Take Out Clip BSI SS O 1 5✓8" 21/ 1/16• FIXED MEETING HAIL rn 1/16" SCREWED TOGETHER WITHv Z 27 P-3783 Lock,Impact,PVC Interlock m a 1/16' OUTERFRAME LL b O 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 + in REINF., 30 P-3215 Weep Cover w/Flap Geer Plastic IMPACT HOOK-1112 N o z > 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-60D4 FIXED RAIL-1836 a LLJ ? Occ 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o o 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16' 9/16' zCr 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2^ 1 1/8• 5/16^ 7 1/e a w W 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 J� 7 M ¢ o 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8• }L 18 75/16" 79 45 P-3752 Cap Plug,1/2•Hole M&M Nylon 1/18" 04'" 1/16" 1-1-1 a z —1/16. 47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel �'%11ln1rrr1�� 48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 ,,,��PNOREVV T11, 51 P-3881 Temporary Lbl.(NFRC/DP) ,�.GP•.��GENg�." 52 P-3613 CWS Lbl.(logo) Pro Label �4• 5/8 :J;' :v� y�6" l 1/a• r No 5$201 53 Sash SEE SHEET2 GLASS 3/16, 54 Fixed SEE SHEET 2 GLASS 14 56 P-3281 Spacer Duraseal 19 15/1 19 7/B^ o: ;D:62 P-3218 Screen Frame,Horiz. Allmetal Alum T 1/16 IML 1/1,11) /76• L 'V. STATE OF :�: O kr. 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 I�i�tC•`.�O R 1Q.�' ��, 64 P-3321 Screen Frame Comer Key Allmetal Plastic REINF.S.B.R./S.S.R.-1498 ��i`rS/ ti��%% 65 P-3581 Screen oth,18 x 16 Fiberglass Bettervue Fiber lass �tONA11yt" 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl y✓� 67 P-3029 Screen Pull Tab Summit Alum 4/i1-1/2015 68 P-3033 Screen Spring,SS FI.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum FL PE#58201 72 5-6063 Cover,Fixed Rail Mikron Vinyl 3/1s O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.94TION: 1574 —1 5/16" SHEET DESCRIPTION: NE ITEMS NOT USED: 5' 3/16 LI • 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7/e^ s �O �3^� 0 BOM AND EXTRUSIONS 1/16^ T- 15.7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61, DRAWN BY: DATE: SCREW SUPPORT-3113 BAT 06/18/12 IMPACT HOOK S-1577 DW r: REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40F6 I • ... ... .. .. . . . .. .. . . . . . . . . . . . 61AAX(1YP.) 17"MAX O.C.(TYP.) WINDOW SYSTEMS Ll/ 1900 SW 44TH AVE. 6"SWAX(TY")' • • ' ' OCALA,FLORIDA 34474 • • ---•--r-- -- WWW.CWS.CC ••• ••• •• • ••• • I I SEE NOTE 2 8100 PVC ,0,/2 I I SINGLE HUNG •• O.c.. •. ... .• )' • O IMPACT • • • • • •• • INSTALLATION • • • • •• • • ANCHOR(TYP.) •• • • •I • • ••• •• I u7 N Li 1 I m o2 � O 4 (TYP)� W in m I I O T O m 101/2" ¢ ¢ Z � Q MAX O.C. n :3 F (TYP.) p LL d F Z V to_ W¢ O 4'(TYP.) —— -— —— Q Z 4"(TYP.) NO ANCHORS REQUIRED IN SILL ,.%1tI R�ttttt4t N gPr1D' W Tli4�i ANCHOR LAYOUT-(FLANGE) ,,,JGP.?•�VG E No 58201 :9 NOTES: 90 STATE OF Al 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. ��i�F `�O R 10 P��, 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 /#_Xt�NAi1 ? 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. 4/11/2015 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 LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 .. .. . . . .. .. . . . . . . . . . . . . ... 0 0 0 ... TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT Qu�mfflMIN.EDGEOIST. • • SEE TABLE 1• • ••• BY OTSUBSTHERS 1900 SW 44TH AVE. SEE TABlB1 • • •• • •• • 1/4"MAX SHIM SEE TABLE 1 • • • • • • • • • OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS • • *00 • • W WW.CWS.CC SEE TABLE 1 • • • • • MIN.Ebb IMEA?• ••• • ••• • BPERIMETER Y INSTALLER SEE SEE TABLE 1IN.EDGE SEIN E TABLEDIST. 8100 PVC INSIDE AND OUT INSTALLATION ANCHOR SINGLE HUNG SEALANT BEHIND • • SEE TABLE 1 •• • •• ••• •• IMPACT • • • • .• • • • ••• • • • • •• • FLANGE BY INSTALLER 1/4"MAX SHIt4s • • • • •• • • so o ;B H o � o PERIMETER SEALANT BY INSTALLER Q } INSTALLATION ANCHOR INSIDE AND OUT w m m SEE TABLE 1 SEALANT BEHIND y FLANGE BY INSTALLERm °1 O CONTINUOUS DOUBLE 3/16"BEADS OF / n 1 HORIZONTAL SECTION Z W 6 TYPICAL JAMB ANCHORAGE w TREMGLAZE U7600 SEALANT AROUND w 2 O cr PERIMETER AT ALL INDICATED POINTS ells BETWEEN FRAME AND BUCK BY INSTALLER. p a LL 1/4"MAX SHIM o U y SEALANT BEHIND (L Lu LLI FLANGE BY INSTALLER ¢ 0 m ¢ O Z PERIMETER SEALANT MIN.EMBEDMENT t►►►�►�►U� NSIDEBY TALLER AND OUT SEE TABLE 1 ��ty`PNOREb.. ;o-, �.`VP:�iGENgF.^:Q2:: SUBSTRATE BY OTHERS � No 58201 SEE TABLE 1 I MIN.EDGE DIST. '*' SEE TABLE 1 -O �q1 VERTICAL SECTION '9 S STATE OF :1LZ 6 TYPICAL SILL ANCHORAGE ONA� 4/ 2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SU ANCHOR TYPE ST. FL PE#58201 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT,FL 34288 117 PCF MIN. 3/16"ITW TAPCON INSIDE AND OUT CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1• (Cl HORIZONTAL SECTION PH.941-380-1574 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 812 B 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW TRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 12 60F6 0000.. 0000.. 0000.. 0000.. 0000 0000.. 0000 . 0000. PRODUCT APPROVAL NUM Rm,•::" 0000.. . 0000.. . . .0000. FL #9520.2 " ' o ' OPENING IDENTIFICATIONS: Between Opening 2/3/4 8/22/2016 Florida Building Code Online •: 11 0, P, 1 • 1 BCIS Home I Log In I User Registration I Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search *FbddaProduct ao Approval r USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL9520-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived U :090% • • • 9999•• Product Manufacturer Custom Window Systems Inc. ,••••• •••• •••• • • Address/Phone/Email 1900 SW 44th Avenue 0000.• • • • Ocala, FL 34474 •••••• (352) 368-6922 Ext 255 •••••• i••9 o• • sbrooks@cws.cc '••• • ••••• 90.90• 9999 9999• 90 S• Soso 9s•966 Authorized Signature Stephen Brooks 0••0 0 • sbrooks@cws.cc • 0 • • • • . 9909•• 9999•• Technical Representative Erin Koss • • • 0090: Address/Phone/Email 1900 SW 44th Ave. • • Ocala, FL 34474 • (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE C✓J Validation Checklist- Hardcopy Received Certificate of Independence FL9520 R6 COI EvalRep CWS-836A(3 in Mull. IMP).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https:/Avww.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgvlHvmWRWcZI2gTuypublN2aqRxz26Lpcp/o3d 1/2 8/22/2016 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products FL# Model,Number or Name Description 9520.1 3"Alum. Tube Mullion 3"Alum. Tube Mullion, Horizontal &Vertical, Fn&Flange applications. (IMPACT) Limits of Use Installation Instructions • •••••• Approved for use in HVHZ:Yes FL9520 R6 II CWS- 36A (3-in Null IM*P . df ••••;• Approved for use outside HVHZ:Yes Verified By: Lucas A. TuAgir 5$201 ;'• •• •• Impact Resistant:Yes Created by Independenis'11111VParty: Yes •• 000400 Design Pressure: N/A Evaluation Reports 000000 • • Other. Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalReD C §;§36A (3 in Mull, IMP).Drf••••� and Evaluation Report for complete list of Limitations and Created by IndependenlrThird Harty: Yes e••• 0000 • 0 Conditions of Use. 00 0• 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, i?dFiAlltal &Vefttc'8f, Fin&Flatige• • applications. (IMPACT) •••••• • • Limits of Use Installation Instructions 0 ;0 0 0;• 00 0 0'• Approved for use In HVHZ:Yes FL9520 R6 II CWS-834 (4-1h-Mull, IMP).Ddf • • Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 ••• • ; •••; Impact Resistant:Yes Created by Independent Third Party: Yes '• Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvaIReD CWS-837A(4 in Mull. IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.3 5 1/2"Alum. Tube Mullion 5 1/2"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS-838A (5.5 in Mull. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvaIReD CWS-838A(5.5 in Mull. IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. Back Next Contact Us:: 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: in® dkc_ Credit Card Safe https://www.floridabuildirig.orgtpr/pr_appdtl.aspx?param=wGEVXQwtDgvlHvmWRWcZl2gTuypublN2agRxz26Lpc%3d 212 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 837A April 27, 2015 Product Description: PVC 4"Mullion H-1759 Manufacturer: Custom Window Systems, Inc. 1900 SW 44f`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 5h Edition(2014)Florida Building Code including the High Veloclt+..:. Hurricane Zone. The product testing standards performed are outlined belodv•• • .. ...... Technical Documentation: *00000 • 1) This report,prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.;M(;rtk Port 2) Approval drawing CWS-837A, signed and sealed by Lucas A. Turn4j* .... 3) Test Reports NCTL-210-3833-1B, -1C, 4, 4A, -5, -5A, -6, and -6A�-frotn Nati" ...... Certified Testing Laboratories, Orlando, FL signed and sealed by GdfaYt1'1 Ferrara,•P.E. •, a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02f 04/9 ,AS�M •'•"' 1996-04/06/09, and AAMA 450-06 '..' : ... . :'••': 4) Supplemental Calcs. to support CWS-837A, signed and sealed by Lucas A. Turner,FCE. Installation: Units must be installed according to approval document CWS-837A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-837A,using clips as shown in CWS-837A • 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 financial interest in any other entity involved in the testing or approval process of this product. ,.%%I ND RE VV r�A4e No 58201 * *c 4/27/2015 jr RID STATE OF � Lucas A. Turner, P.E. 0 . w• FL PE#58201 60164 Lucas A. Turner 2015-04-27 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... . • GENERAL NOTES: �U�j�'/WJj/�m 4" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS ffl SHOWN w/DIFFERENT OPTION,§ • • • THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH •• • • •• • • VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE. • • • D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 • • • ••• • • WWW.CWS.CC • • • • • • ••• 2.CONFIGURATIONS(SEE SHEETS 2.3):VERTICAL OR HORIZONTAL. ••• ••• • ••• • 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 4"PVC (REFER TO SHEETS 2-3) MULL BAR • • i ••• •• i•• .00 4.ANCHORAGE:THE 33 1/3q STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT • • • • • •• •• • DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOAD • • • • • DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. Lii IF/ N F 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER o 0 DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. ANCHOR CUP ANCHOR CLIP Y .. q I C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m 6 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE O B II APPROVAL U Z O O m LL O 6 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY b APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY a ;i W REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w O ¢ BUILDING OWNER OR CONTRACTOR. a o I I II w cc 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a I I DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY I X i X I X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o EXTRUDED ALUMINUM. z Q Q Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE SUNIT WIDTH HOWN HEREIN.HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS `%O;NOREW \%M F E D ANCHORCUP ,��Op.;4�GENgF. Q2�,� tD t0 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. J; c� EXAMPLE HORIZWERT.MULLION VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. v No 56201 :P FOR SECTION VIEW ONLY G*t ANCHOR CUP .9 L STATE OF '40t -- -- - -- Lucas A. •, �:.;(OR1pP:N Turner ''.,SS,pA' 2015-04-27 21:01-04:00 ,z 4/2712015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 X I X i PH.941-380-1574 SHEET [� DESCRIPTION: GEN TABLE OF CONTENTS (J 4 ELEVATIONS AND VATIIONS GENERAL NOTES&ELEVATIONS...............1 DRAWN BY: DATE: DP CHARTS.................................................2-3 ANCHOR CLIP ADE 09/27/012 BOM&EXTRUSIONS.....................................4 DWG M REV.: EXTRUSIONS.................................................5 EXAMPLE VERTICAL MULLION FOR SECTION VIEWS.........................................6-7 PVC WINDOWS FOR SECTION VIEWS ONLY CWS-837 A CONFIGURATIONS&ANCHOR NOTES.......8 SCALE: INSTALLATION DETAILS..........................9-10 SHEET 1:25 1 OF 10 z 4141 4141 . . . 4141 4141 . 4141. . Design ass«e ,f« react t 4 n 1 ,w n 1522 c sus v(4)#1&;Z;,V V 4onrjanc per egolimlon.Seenota bola.c an or further a-horageinformstbri. Qm�mffl -I��OPENING SIIE(In.) ////39 45 51 57 TWIN 63 69 753!8 81 87 93 89 107318 114 120 126 132 138 1453!8 ( vERrICALMULLgN ('L�/',(483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12D.0 120.0 120.0 120.0 120.0 HORIZOMTW N ALMULLION 531/8 120.0 120.0 120.0 120.0 120.0 120.0 118.6 115.1 112.3 10.3 109.1 1E8.6 41118.6 108.6 108.6 108.6 108.6 108.6 1900 SW 44TH AVE. 57 120.0 120.0 120.0 120.0 117.9 111.7 106.5 4102.9 99 7.6 .6 .3 94.3 94.3 94.3 94.3 70.0 w OCALA,FLORIDA 34474 63 120.0 120.0 119.6 110.3 102.9 97.1 92.1 088.5 85.4 .82.9• 40.9 0.9 77.9 77.4 77.2 70.0 70.0 70.0 1 z n1 WWW.CWS.CC = 120.0 1211.0 108.8 100.0 93.1 87.5 9. 76.2 .6 4F7.6 19.3 68.1 67.2 66.6 66.3 66.3 66.3 � rn 72 1 120.0 112.1 101.4 93.1 86.5 81.1 76.5 3.1 70.1 .6 .5 61.8 60.8 60.0 59.5 59.2 z 118.6 105.2 95.0 87.1 80.7 75.6 67.9 64.9 62.5 60.4 58.1 56.6 55.5 54.7 54.0 2 w Orr PVCs 80 70.0 70.0 70.0 70.0 70.0 70.0 66.5 63.3 60.5 58.1 56.0 53.7 52.2 51.1 50.1 84 70.0 70.0 70.0 70.0 70.0 66.5 62.4 5 M54.252.Z49.9 48.4 47.3 L 0 MULLBAR 6a 70.0 10.0 70.0 70.0 67.3 62.8 58.8 i5.8 15n6 45.2 MULL LENGTH -4 IMPACT 92 70.0 70.0 70.0 69.1 63.8 59.4 55.6 5 43.8. 96 70.0 70.0 70.0 65.8 60.6 56.4 527 49. 41.3 I TRIPLE VERTICAL MULLION DP CHART IS FOR: 00 41 0 4 41 41 060 41 41 TRIPLE HOfaZONTAL MULLION V lL NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): = No 1522 CLIPS i z 0 - 4 3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD W ( _1 Y -(4 I � wm z Design Ressure Chan,PSF,for Non-Intersected npact PVC 4'Mullion 1+1759,w ith 1767 clips wig sa(6)#10 screw s or rnesonry anchors Der each end of mAGon.See note below chart f«further anchorage M«nBUon. Ut U Z OPENING SIZE On.) I U- O 39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 138 145 318I SQ OPET_I--MULL LENGTH -I c z NING SIZ w LU 48314 120.0 120.0 120.0 120.0 120.0 0.0 0.0 120.0 120.0 120.0 12 120.0 12 120.0 120.0 120.0 120.0 120.0 120.0 120.0 TRANSOM OVER ¢ O Q 531/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I VERTICAL MULLION IL 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 1DNTALMUL 0 a v HOFiImNTAL MULLION UJ Q 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.5 116.0 115.2 114.9 70.0 70.0 70.0 I l I- U 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.9 113.4 109.6 106.5 103.2101.3 100.0 70.0 70.0 70.0 70.0 L o w 72 120.0 120.0 120.0 120.0 120.0 120.0 113.9 108.8 104.3 100.6 97.5 94.1 70.0 70.0 70.0 70.0 70.D I F- OPENING O LU 76 120.0 120.0 120.0 120.0 120,0 1 112.5 105.9 101.0 96.7 93.0 89.9 86.4 70.0 70.0 70.0 70.0 C5 SIZE 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 I I ¢ Z i 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.5 67.3 92 70.0 70.0 70.0 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 70.0 1 6e.5 1 65.2 �r ��Pp10RE1ry T(ipi. 96 70.0 70.0 70.0 70.0 70.0 70.0 1 70.0 1 70.0 1 69.0 65.3 1 62.2 1 58.5 i OPENING SIZE MULLLENGTH �� P '\GEHg••.•�Q �� OJVr•\' F '•��n�y DP CHART IS FOR: v; No 58201 •: TRANSOM OVER TRIPLE NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): ' VERTICAL MULLION *: 1767 CLIPS * ' 6 #10 SCREWS INTO WOOD or METAL �v *W O L 9: STATE OF .k7� -(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD :O: •�u. -(6) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ' �'y;6 �a R 10 p�N'i� -------------------------- J z pa'*.......•. Design Ress«e Chart,PSF,for Nn-Intersected Inpacl PJC 4'Wilon R1759,w11767 clips using sot(6)#12 swews or 114'fico lltracuns per each of nuliorn.See rata bebw than f«further anchorage information--- ,�i.#rO N11� I OPENING SIZE On.) y� -�- 39 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 1453/8 I 2 4/27/2015 48 314 120.0 120.0 120.0 120.0 120.D 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 7-I I 53 116 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 T�IOPENING SIZEF-- LUCAS A.TURNER,P.E. 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 FL PE#58201 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 I 1239 JABARA AVE. = 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 70.0 70.0 70.0 70.0 NORTH PORT,FL 34288 r 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 112.6 70.0 70.0 70.0 70.0 70.0 PH.941-380-1574 76 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 115.7 111.3 107.6 103.5 70.0 70.0 70.0 70.0 J 80 70.0 70.0 70.0 70.0 70.09H 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 I SHEET DESCRIPTION: 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 DP CHARTS 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1 NOTES: NON-INTERSECTED 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.2 11.THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS 86 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58.5 CONFIGURATION IS SHOWN IN BOLD. DRAWN BY: DATE: DP CHART IS FOR: 2.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012 BAR(S)ATTACHED TO IT(SHOWN IN DASHES) NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): THROUGH THE USE OF MULL BAR CLIPS. AN DWG#: REV.: 1767 CLIPS INTERSECTED MULL BAR WILL ALWAYS BE CWS 837 A -(6)#12 SCREWS INTO WOOD or METAL ATTACHED TO THE SUBSTRATE AT BOTH ENDS. (6)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I3.NON-INTERSECTED MULL BARS CAN BE ATTACHED A SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10 a r � • ... ... .. .. . . . .. .. . . . . . . . . . . . Design Piressuna Chart,PSF.for kil-ted krpact PVC4"Ltllon K1759.w/1522 clips us 016(4)111.s8rew6 isoaWl F=jper-rjnd gi FFr=now below chart for further anchmage infornstion. OPENING SIZE pn.) I Qg�zmffl � 45 51 57 63 68 75318 81 87 >13 89 110 3/8 114 120 126 132 138 1453/8 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.3 106.8 103.4 98.5 94.0 89.9 86.2 82.0 e 42 3/4 120.0 IND 120.0 120.0 120.0 120.0 120.0 120.0 114.3 807.4• 107.3 11.6 •98.9 84.6 80.8 77.3 74.1 70.5 1900 SW 44TH AVE. = 483/4 120.0 120.0 120.0 120.0 120.0 720.0 112.9 105. 99 93.3 79.6 r7.2 73.6 70.4 67.4 64.6 61.4 I OCALA,FLORIDA 34474 F- 531/8 120.0 120.0 120.0 120.0 120.0 111.1 102.7 •96.3 90.3 •85.0• •80.3 72.6 70.4 67.1 64.2 61.5 59.0 56.2 I WWW.CWS.CC 2 57 120.0 120.0 120.0 120.0 111.2 102.8 95.0 a 69.1 63.6 78.7 44.3 07.3 65.3 62.3 59.5 57.0 54.7 52.1 63 120.0 120.0 118.6 108.1 99.3 91.8 85.0 9. 74.8 .5 %6.6 .4 58.6 56.0 53.5 51.2 68 120.0 120.0 108.4 96.9 90.9 84.2 78.0 73.2 68.7 64.8 61.3 55.5 53.9 51.5 I 4n PVC 72 120.0 1121 701.485.1 78.8 73.1 68.6 64.5 60.8 57.5 52.2 1 50.7 75316 1 119.7 1 106.2 1 95.9 1 87.7 1 60.7 1 74.6 1 69.4 6 61 57.6 54. 49.6 i MULL BAR • DP CHART IS FOR: • ••• • • • • •• • I IMPACT INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USIIip TE;END) •• 1522 CLIPS •• • • • • • ••• •• I TWIN/TRIPLE -(4)#10 SCREWS INTO WOOD or METAL I VERTICAL MULLION v til (4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD (4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK It o p ----------------------------------------------------1 Y Desgn Pressure Chart,PSF,for Meroectetl kpact C 4'al4ion H-175g,w Oh 1767 clQs usng six(6)Y70 screw s or nesonry anchors per each end of milbn.See nye hebw rJ�an for further anclwroge Monratlm. I -- -- W m OPENING SIZE(In.) -t-- 39 45 51 57 63 69 753/8 81 87 93 99 110 318 114 120 126 132 138 145 3/8 I O Z 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 10 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I m 20. 9 c 42 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 110.3 105.0 -- -- SQ 48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1201- 120.0 120.0 120.0 1.18.5 114.9 109.6 104.7 100.3 96.1 91.5 I N Z W �p' 53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.5 108.1 104.9 100.0 95.5 91.5 87.8 83.6 I w Q 2 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 100.2 97.2 927 88.6 84.8 81.4 77.6 �-I a a 63 720.0 120.0 120.0 120.0 120.0 120.0 720.0 118.7 111.4 105.0 99.2 89.9 87.3 83.3 79.6 76.2 I 0 CL F_OPENINGSIZE 68 1 120.0 1 120.0 120.1 120.0 120.0 120.0 116.1 109.o 702.3 96.5 91.2 827 80.3 76.6 ( ¢ N 72 120.0 120.0 120.0 120.0 120.0 117.3 108.8 102.2 96.0 90.5 85.6 1 77.7 1 75.4 1 a w HORIZONTAL MULLION 75 318 120.0 120.0 120.0 120.0 120.0 111.3 103.3 97.0 91.2 86.0 81.4 73.9 I > p DP CHART IS FOR: ( < z INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): w ,,,411NNI111NgI1111ji 1767 CLIPS -(6)#10 SCREWS INTO WOOD or METAL I 55 .T0� PNS"ER'W (6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I z ISITNININ I �:JGQ;r�� SF•Q�R`•C (6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK w I WI I No 58201 :'A ---------------------------------------- 1 ------ I 0 ITRIPLEI D.ig. ensure Chan,MF,for Intersected knpact F5VC a' 1759,w th 1767 ckps using a 6)a12 screws or 1/a'Bco Utrams per each and of nAim Seenotebelowchart for further anc egeonle UNITS OPENING SIZE(in.) I I iBELOWI X90 STATE. OF 39 45 51 57 63 69 75 318 81 87 93 99 110 318 114 120 126 132 138 145 3/8 I .IL i,C P •,A .'•,_, 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I I 1'- O R 1 , �. .N c 42314 120.0 120.0 120.0 120.0 120.0 120.0 ,20.0 120.0 120.0 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Fes--- MULL LENGTH Olt S+ON = 48 3/4 720.0 120.0 720.0 120.0 120.0 126.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 109.5 I 53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 114.3 109.5 105.1 100.1 I �� 2 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.4 111.0 106.0 101.6 97.4 92.8 63 120.0 120.0 120.0 120.0 120.0 120.0 120.D 120.0 120.0 120.0 118.8 107.6 104.5 99.7 95.3 91.2 I 4/27/2015 68 120.0 120.0 120.0 120.0 120.0 120.0 120.D 120.0 120.0 115.5 109.2 99.0 96.1 91.7 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 7,5.0 ,06.3 102.5 93.0 90.3 I LUCAS A.TURNER,P.E. 75 316 120.0 ,20.0 720.0 120.0 120.0 120.0 120.0 116.2 109.2 103.0 97.4 88.4 I FL PE#58201 1239 JABARA AVE. DP CHART IS FOR: I NORTH PORT,FL 34288 INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): PH.941-380-1574 1767 CLIPS SHEET DESCRIPTION: -(6)#12 SCREWS INTO WOOD or METAL (6)1/4'ELCO ULTRACONS INTO SOLID CONCRETE or WOOD NOTES: DP CHARTS 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. DRAWN BY: DATE: 12.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012 BAR(S)ATTACHED TO IT(SHOWN THROUGH THE USE OF MULL BAR ICLIIPS.HAN) DWG 11: REV.: INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 A ATTACHED TO THE SUBSTRATE AT BOTH ENDS. A I3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ITEM PART# DESCRIPTION • •—� •~—~� •• FRAME TYPE OPENING "r MULLBAR CLIP "L"MULLBAR CLIP 1 H-1759 MULL,1 3/8"x 4",FLAT,PVC (F-1522-XXX) (F-1767-XXX) 7/7(�v�}jm>7�yD 2 S-1895 DRIP ADAPTER NEW MMENDED F-1767-002 ��((��((!!�((>�.VV((1��1lWU/b% 3 S-1896 FLANGE ADAPTER • • • ••• FLANGE F-1767-007(L&R)or WINDOW SYSTEMS RETRO F-1522-014 1900 SW 44TH AVE. 4 1522-0 MULL COVER •• • •• • •• • F-1767-002 OCALA,FLORIDA 34474 5 F-1522-014 RETRO FR MULL ANCHOR CLIP • • • • • • • WWW.CWS.CC • ••• • • NEW F-1522-027 F-1767-005(L&R) 6 F-1522-027 RETRO FIT MULL ANCHOR CLIP • • • • • • FIN 7 F-1767-002 L-ANGLE 4"MULL CLIP,STANDARD ••• • ••• • RETRO F-1522-027 F-1 767-005(L&R) 8 F-1767-005L L-ANGLE 4'MULL CLIP,FIN,LEFT NEW NOT RECOMMENDED F-1767-002 4"PVC 9 F-1767-005R L-ANGLE 4"MULL CLIP,FIN,RIGHT BOX RETRO F-1522-014 F-1767�7(L&R)or MULLBAR 10 F-1767-007L L-ANGLE 4"MULL CUP,RETRO FLANGE,LEFT •• • • •• ••• •• F-1767-002 11 F-1767-007R L-ANGLE 4"MULL CLIP,RETRO FLANGE,RIGHT we • % •• IMPACT 12 #10 x 1 1/2",PANHEAD PHILIPS ZINC • • • • •• • • 13 #10 FLAT WASHER •• ••• �•• ••• n 14 CAULK T 15 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) < a 16 S-1898 4"HORIZ MULLION CLIP,PVC 17 P-5132 MULLBAR CAP 1 7/16"(TYP.) 18 #10 HEX WASHER HEAD TEK SCREW (TYP.) 9132 (TYP.) w m 19 #10 FH TEK SCREW rn "USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT w O 11/16' (1 15116") 19/16"(TYP.) LIE O 2 1/z" T—�2 o a L— 41/8" w U TOP VIEW 434" a N DRIP ADAPTER S-1895 37/8' THRU(TYP.) p 31/2" ¢ Z - 1 1/4" -a 1L4!1L4"-THRU(TYP.) 3 1 1/1 16 7/16"THRU(TYPJ ,,,.�y�PNOREW#r�p�i vts' 1/8' .......... 1— �• FLANGE ADAPTER 1-1896 OUTSIDE :,v;• No 58201 •'�'F� 4'HORIZ.MULLION CLIP S-1898 41/4" 1 11116"(TYP.) 11 7/8'1 =vs a S9: STATE OF .w: 113116"� 1/8" 6 I "�flT•.� P.��4ri Z 2 3116" 3 7/8" • •.L O R t ,: \ L � 1 `��4i`SLONALE�C2 7/16' 4 1 3/8 L' 1/8" 1/16" L 1 13/16'(TVP.) �Z PVC MULL COVER-6018 L 4 7/8" I 4/27/2015 4"MULLBAR H-1759 LUCAS A.TURNER,P.E. RETRO CUP(4')F-1522-027 12 1/4'! FL PE#58201 OUTSIDE 7/16•(TYP) 1239 JABARA AVE. NORTH PORT,FL 34288 1 5/16"(TYP.) PH.941-380-1574 SHEET DESCRIPTION: SCORE,BEND,AND BREAK I TO REMOVE FIN 23116" 5 BOM AND EXTRUSIONS \ A \ � Lc DRAWN BY: DATE: ADE 09/27/012 DWG#: REV.: TYP.FIN FRAME DETAIL A 4 7/8"� CWS-837 A 4:1 SCALE: RETRO CUP(4')F-1522-014SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 12 4 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP /7� bm(RECO XXX) (F-1767-XXX) �n�yhV NEW NOT RECOMMENDED F-1767-002 WINDOW SYSTEMS III��///III • • • • • ••• I FLANGE F-1767-007(L&R)or • • • •• • •• • RETRO F-1522-014 F-1767.002 1900 SW 44TH E. OCALA,FLORIDA34474 • • • ••• • • FIN NEW F-1522-027 F-1767-005(L&R) WWWCWS.CC • • • • • • •• ••• ••• • ••• • I RETRO F-1522-027 F-1767-005(L&R) 10 71 NEW NOT RECOMMENDED F-1767-002 4"PVC BOX RETRO F-1522-014 F-1 F-1767-002 or MULL BAR •• • • • •. ... .. � F-17s7-002 IMPACT . . . ... . . . . .. . .. ... .. a F 7/16"(TYP) 1/4"(TYP) I o 3 7/8' w m 1 5/8" (2 3/4") 1 5t8" U Z m O are" O CD 3/8" to 1/2• LLI > 23/4' OUTSIDE OUTSIDE ¢ Q L23/4"- °W- a Lu oC 5' S" a 0 0 "L'ANGLE 4•MULL CLIP,RETRO FLG(LEFT)F-1767-007L "L"ANGLE 4'MULL CUP,RETRO FLG(RIGHT)F-1767-007R I j p -———.___________________________________ < d I ,,11111111/l1�� r�i�,i I Z�: No 58201 t�'F STATE OF .•IJJ� _ 6 7/6• -�� - 6 7/8" i 8 7/8"-moi �.,445'a+�OM..�r�JC?,. L 7/16"(TYP) 1/4•(TYP) 1 I y7 3/8" I 1 5/8" (2 3/4") 1 6/8" I I (D LUCAS A.TURNER,P.E. \ FL PE#58201 a tra^ �j I I 19/16•(TYP.) 1239 JABARA AVE. NORTH PORT,FL 34288 -7 37/6• i 4 PH.941-380-1574 1/2" 1/2• I I (27/8") 19/16" SHEET DESCRIPTION: L L C I EXTRUSIONS 2 3/4" OUTSID3/8"(2X> E OUTSIDE f DRAWN BY: DATE: s" .- s• I OUTSIDE znls•(zx) z7ns^ 1/z^(2x) ADE 09/27/012 •L"ANGLE 4"MULL CUP,FIN(LEFT)F-1767-OOSL "L•ANGLE 4"MULL CLIP,FIN(RIGHT)F-1767-005R DWG#: EV.: (WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) 'L"ANGLE 4"MULL CUP,STANDARD-F-1767-002 CWS-837 A SCALE: SHEET 12 5 OF 10 a d" . .•. . ... .. .. . . .. .. . . . . . . . . . . . • ••• • • 0 000 I Qzmw I • • • • • ••• 1900 SW 44TH AVE. 1 I •• • • •• • ••O • OCALA,FLORIDA 34474 • • • • • • • • • WWW.CWS.CC 1 I ••• ••• ••• • • i ,s I 4"PVC o 1 MULL BAR ••• • • • • ••• i APPLY SEALANT ALONG FULL IMPACT FIN MUS?BBWHEFI�EE MMMVES—• • • I LENGTH OF WINDOW FRAME C(Y MCT:O JIULL•• • •••MNDtW@ 1111111:104--mil GROOVE PRIOR TO ATTACHING R LO I 4 o C41, F- 1 O O I w > I W m SEAL BAGERIOR I V Z TO3 (SEE DETAIL B) SEAL BEHIND FLANGE PRIOR 3 (SEE DETAIL B) LL O I TO ATTACHING WINDOW ( a U) A HORIZONTAL MULL BAR SECTION I I Q w 6 FLANGE FRAME WINDOW I �1 HORIZONTAL MULL BAR SECTION I �1VERTICALMORIZONTAL MULL BAR SECTION w — a FIN FRAME WINDOW I 6 BOX FRAME WINDOW ao a w ¢ I o W ---------------------L______________________.L___---_—__--_---____--_—_ � O I 1 ¢ o APPLY SEALANT ALONG FULL Z LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP RE ADAPTOR ��`9 P'' I I41 SP Oz-4: No 58201 1s 1 1 Eb: iae SEAL BEHIND FLANGE O I PSEAL RIOR BEHIND TO FLA NG O I 2 0 'P STATE OF PRIOR TOA TACHING WINDOWI WINDOW (SEEDETAILA) 2 (SEE DETAIL A) z I I I DETAIL A a I 1 1 4/27/2015 1 I FIN MUST BE REMOVED WHERE WINDOWS APPLY SEALANT ALONG FULL LUCAS A.TURNER,P.E. CONNECT TO MULL I LENGTH OF MULLBAR GROOVE FL PE#58201 PRIOR TO ATTACHING FLANGE 1239 JABARA AVE. I I ADAPTOR NORTH PORT,FL 34288 I gy PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS VERTICAL MULL BAR SECTION MULLS ANGE FRAME WINDOW I �1VERTICAL MULL BAR SECTION I 6 FIN FRAME WINDOW I DRAWN BY: DATE: ADE 09/27/012 I I DETAIL B DWG is REV.: I I ICWS-837 A I I SCALE: SHEET 1.2 6 OF 10 a � � • .. .. . . . .. .. . . . . . . . . . . . 6 A e 1 WINDOW SYSTEMS • • • ••• 1900 SW 44TH AVE. O O it 1 t M • T • • • •• •• CD OCALA,FLORIDA 34474 Y ••• • • I WWW.CWS.CC ----- ___ • ---- --- O V � I I I " -- O 6 �� 5 4"PVC i,- MULL BAR IMPACT �� ;1� ��_:•�•_•_.• •• • I11� =tire'=�i 4p QW. r' 6i N o � A 1 SECTION VIEW A-A w m TOP VIEWz FIN FRAME m O < U) > N Z w O W CL a w a c5 0 rn Lu 15 m O 1s SEE NOTES 1&2 1 SEE NOTES 1&2 a Z (2 EAJCLIP) (2 EAJCLIP) 0 0 0 ```p: RE�y.TG�4. 2 1 1 .`�G?•��GfNSF". - 2 5"MULLBAR(H-1760) :J F (SEE SEPARATE APPROVAL FOR -: No 58201 T APPROPRIATE DP CHARTS) 3"HORZ.MULLION CLIP 11/161 MAX EDGE DIST. 11/16"MAX.EDGE DIST. �'�; ¢ (SEE NOTE 1) 1 1 _ �9O $TATE. OF 11/16MAX EDGE DIST. F;.(O R 1�y�:��` 3-MULLBAR(H-1758) 16 SEE NOTE 1 (SEE SEPARATE APPROVAL FOR 1 ��is�1911111611%NA SEE NOTES 1&2 18 APPROPRIATE DP CHARTS) 16 SEE NOTE 1 +LJ (1 EAJCLIP) 18 or 19 SEE NOTE 4 �r 18 or 19 1 / -1-4'HORIZ.TO 3"VERT.MULLBAR SECTION SEE NOTE 4 4/27/2015 7 FLANGE FRAMEWINDOW C"\4"HORIZ.TO 4"VERT.MULLBAR SECTION 18 or 19 SEE NOTE 4 LUCAS A.TURNER,P.E. 7 FL NG`E RA N �C15"HORIZ TO 4"VERT.MULLBAR SECTION 39 A#RA58201 A FLANGE FRAME NORTH ORT FL 34288 PH.941-380-1574 NOTES: SHEET DESCRIPTION: 1. SLIDE CUP INTO LOCATION AND SECURE WITH ITEM 18,AS SHOWN ABOVE. SECTION VIEWS 2. PRE-DRILLED HOLES(THRU H/V CLIPS 5117 OR 5118),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE DRAWN BY: DATE: OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". ADE 09/27/012 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, DWG 11: REV.: REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-837 A 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL A SHEET CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1.2 7 OF 10 a . . ••• . • . ••• . . . • . • • • . . • • ••• • • • • ••• NOTES: 2zom 1.THE MULL BAR IN FOCUS FOR ANY GIVENCONFIGURATION IS SHOWN IN BOLD, TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL VERTICAL MULLION rVEUCAL ION 0 VERTISAL M!JKAON VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS. AN OCALA,FLORIDA 34474 • •+• • INTERSECTED MULL BAR WILL ALWAYS BE WW�'V-CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. . ••• • ••• • 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED z z TO THE SUBSTRATE AND OTHER MULL BARS. 4"PVC JZ MULL BAR • ' :•• IMPACT •• • • r •• LI L LII ... . I L ff 4+— OPENING SIZE" OPENING SIZE f-- Fes-- OPENING SIZE--I OPENING SIZE t� v � Y W CII TW INITRIPLE HORIZONTAL MULLION y TWIN TRIPLE TWINITRIPLE VERTICAL MULLION U z HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION I m v Lu a Z IrW N nl L OPENING co x SIZE z z SINGLE) o a JIL ORIN a LLI y cc LL O O ITRIPLE1 i W d z -- -- I UNITS I m O w I I BELOW a0 L I L i i az I�-MULL LENGTH MULL LENGTH OPENING SIZE MULL LENGTH .......... GNS .�JOpG;.4E F•.Ry�,i No 58201 '�1) %roe a: '90 STATE OF :�� NOTES: i��i��•�[OR Opz 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 0NA� ��` 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 1 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. f 4/27/2015 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 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 CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 09/27/012 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.: CWS-837 A 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/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMADMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: NVSHEET 1:1 8 OF 10 r • • .•. ... •. .. . . . .. .. . . . . • . . . . . . INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. cwlwom WINDOW SYSTEMSffl ' 1900 SW 44TH AVE. •• • •' ' OCALA,FLORIDA 34474 • • • • • • WWW.CWS.CC • 0 0 � � o. 0 4"PVC • ••• •• MULL BAR '• ,•, , , , , :QP v%g IMPACT :4LIL QIP6X002 ANCHOR REQUIREMENT s• • • • i • ••• •• Lij N H RETRO FIT MULL BAR CUP l p 'L"ANGLE MULL BAR CUP TWO REO'D PER EACH END OF MULL 2 y Lu m N U Z m 1�) MULL BAR U. E I MULL BARN LU Z J tC —=1. t J 1 INSTALLATK)NANCHOR °C O ` INSTALLATION ANCHORLu J- EDGE SEE TABLE.10SEE TABLE 1'JADD STRUCTURAL ELEMENTS ADD STRUCTURAL ELEMENTS < USEALANT ALONG - --- - '�! SEALANT ALONG G.` AS REQ'D TO MAKE LEVELFOR mAS REO'D TO MAKE LEVEL FOR LL1 OUTSIDE EXPOSED MULL BAR OUTSIDE EXPOSED - - MULL BAR BY INSTALLER — — EDGE BY INSTALLER PERIMETER SEALANT ¢ Z BY INSTALLER PERIMETER SEALANT MIN.EMBEDMENT INSIDE AND OUT MIN.EMBEDMENT BY INSTALLER SEE TABLE 1 SEE TABLE 1 INSIDE AND OUT ,,,�� PNOREt 'T[i,��i SUBSTRATE BY OTHERS SEE TABLEE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. 4 No 58201 MIN.EDGE DIST. I SEE TABLE 1 *; * •; SEE TABLE 1 D VERTICAL SECTION �E� VERTICAL SECTION :'¢ 9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE '9O; STATE OF :4� HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION """, ONA, NOTES: 4/27/2015 LUCAS A.TURNER,P.E. TABFASTENERS 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 ANCHOR TYPE MIN.EMBEDM 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1^ 3" 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION. PH.941-380-1574 KSI MIN.) 3116"ELCO ULTRACON 1-3/4' HOLLOW or GROUT-FILLED CMU(A - or 3.RECESS RETRO MULLION CLIP 3/8"MAX FOR CLEARANCE OF WINDOW SHEET DESCRIPTION: 1767 CLIP INTO SOLID CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" UNIT AS NEEDED. INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 718" 4.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3 FLANGE OR ELCO ULTRACON THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" ADE 09/27/012 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD 5.SEAT MULLION TIGHT TO MULL CLIP. DWG M REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-837 A 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" SPECIFIC INSTALLATION DETAILS. A T SHEE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1.2 9 EE 10 s 7 • • ••. ..• .. .. • • • .. •• . WINDOW SYSTEMS • • • • ••• 1900 SW 44TH AVE. •• • • •• • •• • OCALA,FLORIDA 34474 • • • • • • WWW.CWS.CC ••• ••• ••• • ••• • 4"PVC MULL BAR •• •• ••• •• IMPACT . ... . . . . .. . N F •L'ANGLE MULL BAR CUPc TWO REO'D PER EACH END OF MULL RETRO FIT MULL BAR CLIP y � Y wm MULL BAR MULL BAR U) ry m 0 -i. Air 1-.d r -L_J to ' "yf ��'-- - INSTALLATION ANCHOR �I `� S+' INSTALLATION ANCHOR o j SEE TABLE 1,SHT 9 v z JJ SEE TABLE 1,SHT 9 ¢ O Lu II �I P w SEALANT ALONGE - - - a LJ SEALANT ALONGE �''J W W OUTSIDE EXPOSED v I- U EDGE BY INSTALLER OUTSIDE EXPOSED .,.d a •`• EDGE BY INSTALLER oo°e• a w EXTERIOR FINISH MIN.EMBEDMENT EXTERIOR FINISH •o�• _ __ MIN.EMBEDMENT BY OTHERS $z - — SEE TABLE 1,SHT 9 BY OTHERS oi� — SEE TABLE 1,SHT 9 PERIMETER SEALANT PERIMETER SEALANT ¢ Z BYINSTALLER INSIDE AND OUT BY INSTALLER •'o '%01111111"" INSIDE AND OUT ♦♦♦��rRE 'p�� SUBSTRATE BY OTHERS ♦ P, T SEE TABLE 1,SHT 9 SUBSTRATE BY OTHERS �� 5;• E N••.,G �i� o' SEE TABLE 1,SHT 9 ��'a o• ♦GP;•\,\ SF ;�. o MIN.EDGE DIST. Z'4: No 58201 :7� �r----�MIN.EDGE DIST. /_r VERTICAL SECTION SEE TABLE 1,SHT 9 �G VERTICAL SECTION SEE TABLE 1,SHT 9 10 TYPICAL FIN('L•ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 10 TYPICAL FIN(RETRO FIT)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION :9: STATE OF .'40 O�•,a .� Cc <O R 1 O•P�\At zz 4/27/2015 NOTES: LUCAS A.TURNER,P.E. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FL PE#58201 AFTER INSTALLATION. 1239 JABARA AVE. NORTH PORT,FL 34288 2.RECESS RETRO MULLION CLIP 3/8'MAX.FOR CLEARANCE OF WINDOW PH.941-380-1574 UNIT AS NEEDED. SHEET DESCRIPTION: 3.FOUR(4)ANCHORS REQUIRED PER T"MULL CLIP,SEE SHEETS 2-3. INSTALLATION DETAILS THREE(3)ANCHORS REQUIRED PER•L'MULL CLIP,SEE SHEETS 2-3. FIN 4.SEAT MULLION TIGHT TO MULL CLIP. DRAWN SY: DATE: 5.FOR ANCHORAGE DETAILS FOR THE W INDOW,REFER TO THE WINDOW ADE 09/27/012 a: Rev.: SPECIFIC INSTALLATION DETAILS. DWG CWS-837 A SHEET 1.2 10 OF 10 c