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WS-16-783 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-255450 Permit Number: WS-3-16-783 Scheduled Inspection Date: May 11,2016 Permit Type: WindowsfShutters Inspector: Mesa,Michael Inspection Type: Final Owner: FABRICANT,RACHEL Work Classification: Window/Door Replacement Job Address:406 NE 103 Street Miami Shores,FL 33138- Phone Number (305)759 9949 Parcel Number 1132060170760 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone:(305)264-0448 Building Department Comments REPLACE 17 WINDOWS AND 4 DOORS Infractlo Passed ommer�ts INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional inspections can be scheduled until re-inspection fee is paid L4 May 10,2016 For inspections please call:(305)762-4949 Page 14 of 26 r , o Miami Shores Village " ' T 10050 N.E.2nd Avenue NE " a' Miami Shores,FL 33138-0000 n \ Phone: (305)795-2204 . s Expiration: 09/20/2016 Project Address Parcel Number Applicant 406 NE 103 Street 1132060170760 Miami Shores, FL 33138- Block: Lot: RACHEL FABRICANT Owner Information Address Phone Cell RACHEL FABRICANT 406 NE 103 Street (305)759-9949 MIAMI SHORES FL 33138- 406 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 38,640.00 AMERICAN STORM PROTECTION (305)2640446 (305)513-0514 •-- --- Total Sq Feet: 420 Type of Work:REPLACE 17 WINDOWS AND 4 DOORS Available Inspections: No of Openings:21 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:8 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $23.40 DBPR Fee $4 85 Invoice# WS-3-16.59137 DCA Fee $4.65 03/24/2016 Credit Card $405.70 $0.00 Education Surcharge $7.80 Permit Fee $310.00 Scanning Fee $24.00 Technology Fee $31.20 Total:;T $405.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting,this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required foLECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. c_" OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructiodand zpping. Futhe e,I authorize the above-named contractor to do the work stated. March 24,2016 Atithorged ature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 2C 2016 1 _E Miami Shores Village Building Department ¢, 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 MAR 2 4 2819 INSPECTION'S PHONE NUMBER:(305)762.4949 PY: FBC 20 (L( S` BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type JOB ADDRESS• `0(, C City: Miami Shares County: Miami Dade Zip: 2;113 Folio/parcew I j •AADG,OI 7. 07 0 0 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): �JC&%#S Ke�� d�C- �^` 5 Phone#: acs `?S'l- q Address: O v`cSI-eq fi City: m r�m i SL/-P; State: Flo✓`l. Zip: 1 Tenant/Lessee Name: Phone#: Email: r m ,,-�#moi s /2 4� CONTRACTOR:Company Name: AMMCAW S70QN ?.642!6 Phone# 5-13 ASI Address: /d s0 / �� I '�'T� /03 City: /L(/ M i // State: zip: Qualifier Name: R��Q�� B�f Phone#:(�,Q30d� State Certification or Registration#: A967-A;k- 3! Certificate of Competency#: Contact Phone# a Email Address: � J DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$—/ 3 • t" SquareAAnear Footage of Work: 2 d Type of Work: ❑Adddresss OAlteration ONew ORepair/Replace ODemolition Description of Work. AC 014 ok:r_w r"cgii ASID (Y)►tit c]no2s Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Senning Fee$ Radon Fre$ DBPR$ Bond$ Notary$ Training/Education Fee$ Techology Fee$ Double Fee$ Structural Review$ r, TOTAL FEE NOW DUE$ Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 BOROVEM r4TS 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 O�ner or Agent 1 Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3� day of A�RCr 20!L,by SA MES �h?0 /�A&6 day of 20,I.(,.-,by. X3-.2'1"N who is personally known to me or who has produced who is personally known to me or who has produced �t C --As identification and who did take an oath. 6 /e;&- as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: �..M, 'ZNi(THALIE DIAZ print: s a moo•. o ary u c-State o ,•;,aY p e My Commission Expires: .• Commission#FF 230936 My Commission o`'�' Notary Public- 7FIorldaMy Comm.Expires May 14,2019 . : Commission Bmied t�gh��aryq�. ,;, �? My Comm.Expire° O;� °`� Borxl�though Nat APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/lWrARevised 06/101 M)(Revised 3/15/09) Miami-Dade Official Records-Print Document Page 1 of 1 CFW 2ipit(}3i.ep.d.9s7i469 OR Bk 21457 Ps 1434! (leak Thh:ik.JJU=ttPby: RECORDED 07/18/2003 10,26344 Nie d S.14u-n..�'► OECD DOC TAX 2 r 130.00 heats,i,i28 TeP.A.ace HARVEY RUVIN. CLERK OF COURT 2960 SV.�2tt Terrace,Sawa!Floor MAWDAOE COIJk'!'Yr FLORIDA Caamut Ora",Florida 33133 LAST PAGE !Space Above.This Line For Recording Personal Representative's Deed This Deed, made and entered into Juky (O ,2003, by Walter F.Ladick,Jr.,as Personal Representative of the Estate of Anna M.Ladick,deceased,the duly constituted and appointed Personal Representative of the EstateofAnua M.La4lek, deeeased,of the County of Dade and Sate of Florida,as Party of the First Part,and Loretta Fabricant;and Keith McAdams and Rachel Fabricant,husband and Wife whose address is 406 NE 103 St.,Miami Shores,FL 33138 as Party of the Second Part. WITNESSETH: That the said Party of the First Pat for and in consideration of the sum of Ten Dollars(310.00)Dollars and other good'and valuable consideration,in hand paid by the said Party of the Second Part,the receipt of which is hereby acknowledged,has.granted, bargained and sold,and does herebytrausferand conveyunto Loretta Fabricant;and Keith McAdanrsand Rachel Fabricant,husband and wife as Perry of the Second Part,her heirs,successors and assigns,the following described property: Lots 11 and 12,in Block 92,of Amended Plat of Miami Shores Section 4,according to the Plat thereof as recorded in Plat Book 15,at Page 14 of tie Public Records of Mianri-Dade County,Florida. (For Informatien Only:Property Appraiser's Parcel Identification Number is 113206 017 0760) Subject to:Conditions,restrictions,reservations,limitations and easemoiits'ofrecords,ifany(provided that this shall not serve to reimpose same),applicable zoning regulations and taxes for the current year and subsequent years. Together with all the tenements,hereditaments and approter&rices thereto belonging or in anywise appertaining. And tbe First Parthereby covenants with said so grid Part thptthe Fim Part is lawfully seized of said land in fee simple;that the First Part bas good right and lawfbl authority to sell and convey said land;that the First Part hereby fully warrants the title to said land and will defarld the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. In Witness Whereof, The said party of'tbe first part has hereunto set her hand and seal the day and year first above written. signed,scaled and delivered ince F�nce of: winces W ter V.It-Aid,4 Jr. 1A..-'1 •�} tif./!r�-l.,C. Personal$�,�ot�j � {� Frim [meas Nares ,m f _ Address:y/T4�^ W:mese •iJ %71i/��Tri�lyt� ��{/'"j7� Print witness X%nw. STATE OF NEW YORK } COUNTY OF t 4—c._ �SS The foregoing instrument was acknowledged before me this July 0003 by Waiter F. Ladick, Jr., as Person*! Representative of the Estate of Anna M.Ladiek,deceased,who is personally known to into amVor produced ^J{ br.w►� to t+. as identification and who did/did not take an oath. �.••" '""•�ti Notary Public-State of New York . •�d''%•`'.__J.•ter` t� ANFF�NYVALL£ CCom�....,�, • 7►~..� .t � L OmiA �Li� .,tom.. ..... .. . Book21437/Page1939 Page 1 of 1 https://www2.miami-dadeclerk.com/OfficialRecords/PrintDocument.aspx?QS=MwKnucJ... 3/24/2016 13 Egress 12 Egress X o 1 , x p Keith Mcadamsr� , 14 CWS-HR ' - 406 NE 103 Street { cws HR X FL1636.1FL1636.1 72)(50,��FI-16736.172x50 O 11 i Shores, 38 s : O CWS-HR FL16736.1 Master " 72x50 !Miami shores Vi!lace -----------Bedroom Bedroom 10 ��®� ........................ iii'' -------------- ED 15 Bedroom : p CWS-HR BY DATE x c Master x FI-16736.1v� 70NI G DEPT Cws soda Picture side Bath 1/4-1/2-1/4 35x37 FL16736.2 p ...."-.............. 11,x63 x Egress O DFP � , T O CWS-HR j Bath x FL673.1 CWS_HR I &IX X O CWS-(2)HR FI-14850.1O FL16736.1 6 32x80 CWS-(2)HR X 1x4 Mullx 61 64"O (2) 6736.1 FL9520.2 (2) ul x 61 X Total:128x61 1x4 MuIIC�D 64" FL9520.2 O Entry Door Total:128x6, —.@(] MAR 2 4 2016 16 Fiberglass-HL 8l Fiberglass-HL Fl 4334 l FL4334.1 32x80 CWS-PW 36x80 FL13010.4 35x37 TM-230 x •• ••• • • • • • •• FL17860.1 CW CWS-Slide Picture Slide • • • • • • • • • 32x80 FI-13010.4010.010.4 1/4-1/2-1/4 p •• •i ••i i i i•i •• Hinge Right 35.3709 FL16736.2 • • • • • • 111x63 17 X • • • • Garage ..x o x o • HR CWS-SH CWS-HR X O X 7 • FLC� 36.1 ;FL16'I : FL191V.10•• CWS-PW • • 5x39• •,=9�x�d •38x39 O FI-13010.4O CWS-Slide Picture Slide.•• 19 "�'•• ••• 1 45x34 2 1/4-1/2-1/4 \/ VV 18 FL16736.2 Garage Door arage Doo 111x63 ••• • • • • ••• • • L] N/A WA • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 406 NE 103 Street PROJECT: Keith Mcadams Miami Shores, FI 33138 City state ZIP EXPOSURE "C " WIND VELOCITY = 175 MPH ROOF SLOPE > 10' „w Roof E1ev. Tributary Area(5q.Ft} i Roof Elev Tributary Area(Sq.R) (ft} 10 t 20 .°M1 30 OW 40 5t1 �`' (ft) 10 20 a ;,; 30 40 50 401 38 3 37.2 36 5 rr 35.9 z` 401 38 3 Y 37Z 36.5 _ 35 9 ins is 43.S 4L7 40.6 39.9 39.3 �< 53 7 50.1 r 48.0 46S " 413 4LO 39.2 E: 38,1 37.4 36.8 fit 4LO 39.2 38.1 37.4 36.8 17 44.5 �.�` 42.7 "� ;" 4L6 40.8 40.2 i7 55.0 " 51.3 49.1 47.6 �� 46.4 425 40 6 39.4 38.6 38 0 42 5 t, 40.6 39.4 38.6 38 0 46.1 44.2 y 43.0 _z 42.2 4L6 56.9 530 '$ 50.8 49.2 480 1 43.4 4LS 40.3 39.5 38 9 ` 43.4 �' " 415 $ ` +�3 39.5 38 9 47.1 45.1 44.0 F.T 43.2 42 5 . g 58.1 54.2 SL9 50.3 49.0 fr 448 42.8 I= 4L6 F 40.8 ,---401 44.8 #; 42.8 4L6 40.8 40.1 g 25 48.6 46.6 4S.4 44.6 43.9 25 60.0 k 56 0 53 6 $1.9 ",. , 50.6 45.8 43.7 42.5 4L6 4LO k 45.8 43.7 : 42.S 416 4L0 • p9 6 47.6 46.4 4,4.5 r � � 44.9 61.3 57.2 ` .5 7 43.0 SL7 • ••• 46.2 42.9 42.1 4L4 46.2 -,. 44.2 42.9 42.1 4L4 • 30• IM2 40 46.9 4&0 45.3 61.9 57.7 55.3 43.6 S22 •• t 47.7 45. ;: 44.3 43.4 427 47.7 45.5 44.3 43.4 f 42.7 • 5L7 V.3 48.3 47,4 46 7 63.8 S9.5 57.0 55.2 53.8 ••• 49I AA 45.6 44.7 43.9 , 49.1 469 4&.6 44.7 43.9 ••• n3 400*• 512 5!0 417 4&8 481 k 40 65.7 . SL3 S8.7 56.9 55.4 •• S 0442 46.9 45.9 " �, 45 2 SOS 48.2 46.9 ' '" 45:9 " 412 i•• • .r•548 % 5 SL2 '592 49.5 tfi 67.6 ;' 63..0 60.4 58.5 47.0 • k SL4 VK 47.8 46 8 " 46 0 � 51.4 `< 49.1 47.8 46.8 a 46,0 •i• �•a 15&8 : 65" 52.1 SL2 50.4 `' 611.9 64.2 61L5 59.6 � 581 •i• gg 52.8 49.1 48.1 47.3 52 8 50.5 49.1 48.1 47.3 4 •• 57.3 5419 516 52.6 SL8 �° 70.8 a' 66.0 : 63.2 . 51.2 59.7 • 53 8 SL4 49.9 48 9 48 2 7' 53.8 SL4 : 49 9 48.9 48 2 S8.3 BFr� ss.& 545 S3.5 52.7 72.0 67.2 643 62 3 60 8 GENERAL NOTES IFIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2• ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 40 BY USING FIGURE 1 AS REFERENCE. I ZONE S 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. �- H ". 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 ' 0'�i ROOF HEAIGHT AND APPLY TO ALL FLOORS. S. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D 0'�/ .� SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL SFAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST F13C 2014 STANDARDS u J dab•10'1-13 REVISIONS: mora by � AL-FAROOQ CORPORATION Lo. date by description on ENGINEERS&PRODUCT DEVELOPMENT dseolad by: 1236 SW 87 AVE TEL (306)2648100 MIAMI,FL 33174 FAX(306)262-6978 JAVAD AHIIAAD X. SfllFf/ OF 1 FLA P.E./7069$0 CA.L MW It ` 8/5!2015 Florida Building Code Online 10 a rFY. Depam ntd BCIS Home i Log In I User Registration Hot Topics Submit Surcharge Stats&Facts j Publications I MBC Staff ( BM Site Map ( Units I Search 1 Bus'nes Pro ess, ( *USER: Product Approval Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail # .. FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss • •• Address/Phone/Email 1900 SW 44th Ave. • • • Ocala,FL 34474 • • •••• • ••40 (352)368-6922 Ext 291 s • • • • ekoss@cws.cc •••••• • • • • • Quality Assurance Representative Jay Lathrop •••••• •••• •• •• • AddreasjP! ne/Email 1900 SW 44th Ave. ••••• •••• • ••�o Ocala,FL 34474 • • ••••• •• • •••• ' (352)368-6922 Ext 291 • • • • lathro • • • •• •••• ,i p0cws.cc •••••• •••••• •••••• •• •• Categers/9••• WindowS • i • Subcateg�oiy Single Hung •••••• •••• 0000 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R3 COI EvalRep CWS-812B(SH-8100 IMP NOSillAnch).txif Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/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 https://www.floridabuilding.org/pr/pr-App_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPjuPdYuGeM3yYu1882%2bJrew9o3d90 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Cade 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. Umits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 111 II CWS-8128(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 111 AE DuPont PVB NOA 13-0129 27.Ddf glazing required on outer Itte above 30 ft.in HVHZ.Glass FL16177 R1 AE Evaliken CWS-8128(G_H-8100,IMP. complies to ASTM E1300-04. NoSIIIAnch).odf FL16177 R1 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes sack Next • •• • • • • • Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 •:•••• • • :Tho Statiof Florida is an AA/Ero employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::AccessibUtty Statement::Refund Statement • Under Florida law,email addresses are public records.If you do not want your a mail address released in response to a public-recerds request,do not send eledronic •••••• *:a* {entity,Instead,tooted the office by phone or by traditional mail.If you have any questions,please tooted 850.487.1395.*Pursuant to Sedlon 90:00 •••• 455. (� Flojida Statutes,effedNe Odaber 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address K they have • ane. a e�;Il�ss provided may be used for offidal cemmunicetion with the licensee.However email addresses are public record.If you do not wish to supply a personal ••••• •• • address•91.0,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 Gidt here. • • • •• •••• Product Approval Accepts: RJR 0 •••••• *0000 •••••• • • • • •• secu mE.TRICS • •••• https://www.floTidabuilding.orgtpr/pr app_ tl.aspx7param=wGEVXQwtDgvyf4ngAXhIOy8QtjDbmBIPjuPdYuGcM3yYul882%2bJrcw%3d%3d 2/2 URNER 1239 Jabaza Ave. 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 40 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 5t' 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. 3) Test Report NCTL-210-3 815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. • fnaallation::t^must be installed according to approval document CWS-812B. •••••• Lltnitations df Uses This product: .' '• May ggy sR in O/X configuration in sizes and with max.glass DLO heights as shown in CWS - •:•*812B• • ••�;•. ..• .Is impaderesistant and does not require the use of shutters '• : -:May to%seJ in the High Velocity Hurricane Zone •••••• RequftC T8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered •; ••' .'0 erequired'a'b'ove 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • •••• • Requirgs Uvont 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 5d'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. �j1111911i11j,f, 00V41DRE4y fa`i • 0i �� 4- NO 50201 • 4/18/2015 M-8 ir Lucas A.Turner,P.E. :� TATOF :0 FL PE#58201 O.ha•• .O �`••.��tl`. LuCaS A.Tumor ;10,% 2015-04-1$ 22:20-04:00 GENERAL NOTES:SINGLE SINGLE HUNG - LARGE MISSILE I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 531/6"MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"ODC. SINGLE HUNG 517/8'MAX.DNR WIDTH 4.DESIGN PRESSURE RATING: IMPACT 4711/t8"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a INFILTRATION TEST PRESSURE AND GLASS TABLES -- -- - ASTM E-1300-04. a Q 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 63* MAX r IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHORQ } OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w m m FLANNIGffE ANCHOR CALCULATIONS. co HEIG B O I B 2613/16' S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE a O t GLASS NOT REQUIRED. v N DLO c Z> 1 ( I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT cc W 6 t t USED AT FIXED MEETING RAIL AND JAMB.MAX o LL HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. a CL LU 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ 1 t X-OPERABLE SASH,0-FIXED SASH m ¢ OZ 30 3/t6' I t 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR G 7LASS LOCATION. �0��ORE►y��i HEIGHT Y t DLO ��syPS;......,�1�� g 11.EXTERNAL WEEP SLOT m 1/4'x 1-1/4"LOCATED 4"FROM BOTH ENDS. �� ,•��G 8 :J• syL t No 58201 S 6 �9 STATE OR ttt' ORI 8 A ',S�/Onnitt�,,,• 451/16" GLASS DLO 4831W 4111/2015 MAX.SASH WIDTH • LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. •• ••• • • • • • NORTH PORT,FL 34288 • • • • • • • • '00 PH.941-380-1574 • •• • • • • ••• • SHEET D M M: •• ••• •• • • • •• GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAW DATE: GENERAL NOTES&ELEVATIONS.....I DESIGN PRES6U(4E• • of* • • BAT 06/18/12 GLAZING DETAIL.................................2 MAX.UNIT SIZE JMP•ACT PSA1 mI : a>r SECTION VIEWS.................................3 RATING EXTRUSIONS SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 P$•F' V LADE ISS • I•P CT CWS-812 B ANCHOR INSTALLATION DETAILS....................6 SHEET 1:15 1 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT 1A N O � 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS g w m m 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED 7/16'AIRSPACE 7/16'AIRSPACE N 5/16'LAMINATED GLASS 5/76"LAMINATED GLASS p Z 1/8"ANNEALED 1/8"ANNEALED W ¢ Q cc .090"PVS INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT Z (cc 1/8"ANNEALED t/8"ANNEALED p v to DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL C3 4 PURFECT GLAZE*W OR SIKAFLEK 552 4 PURFECT GLAZE"H"OR SIKAFLEK 552 m Q Z 7 ( �� ,1/2"GLASS SITE "GLASS BE 7DRC*; % , f I !.*�ci,.*\, No 58201 1 1 %V. STATE OF :,AU '�•��O .O R I*-'*10 *%�%� SASH LITE 4111/2015 FIXED LITE LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-38D-1574 • •• • • • • ••• • SHEET DESCRIPTION: •• ••• •• • • • •• GLAZING DETAILS DRAWN . • 0:0 • ••• • • BAT 06/18/12 • • •• ••• • • •• • s: •• • • • • • • • • •• • • • • • • CWS-812 B SHEET 1:1 2 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR Qaowvmalw 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 1 1 8100 PVC ® SINGLE HUNG IMPACT N N 1 Y H 3 1 1 ,:Itmp}p SECTION B-B m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, N O RIGHT SIDE SHOWS SASH SECTION VIEW. ° D � Wzw OIT o S2 a w � � o 1 INTERIOR m a z g to�Q ,b�C v F No 58201 -'P% f :9; STATB OR ✓rr: z�- 4/11/2015 1 6 LUCAS A.TURNER,P.E. 2 FL PE#58201 1239 JABARA AVE. O ••• ••i i i ••• i i ••• NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1674 • •• • • • • ••• • SHM DESCRPTION: •• ••• •• • • • •• SECTION VIEWS SECTION A-A RA s • ••• • ••• • • BAT 06/18/12 •• • • • • • • • • • CWS-812 B NOTE: ITEMS NOT SHOWN FOR CLARITY: • •• • • • • • • 20,25-26,36-37,44,51-52,55-56,64,67-68 •• • • • ••• • SHEET 12 30F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • PARTS LST FRAME CORNER ITEM PARI'# DESCRIPTION VENDOR MATEIM 3 VB" CONSTRUCTION goe"res 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vicryl ,15/18" 90 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L Jb. Mikron Vinyl OCALA, 44TH AVE 1 23!1 6" 2 CAFLORIDA 34474 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 3 a WWW.CWS.CC 6 S-1577Impact Hook Keymark Alum 4 i 8 H-6027 Sash Meet.Rall,PVC Mikron Vicryl 211!16" 15/8" 11 9 H-1497 Rainf.Sash Meet.Rail Keymark Alum 10 H-6028 Sash Bottom Rail,PVC Mikron vinyl 1/16" V,s• CORNER WELD 8100 PVC 12 H�4 Sash Skle/Top/Bot.Rail Mikron Vinyl (ALL.8 ES) SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL4M PVC SASH TOP RAIL-6027 IMPACT 14 S-6064 Giz.Bd.,7/8" Mikmn Vicryl 18 S-6013 Scm.Adapt.,w/Mb,PVC,Horiz. Mikron Vinyl 19 S-6014 Scm.Adapt.,PVC,Vert. Mikmn I Vinyl 20 S-602,9 Sash Stop/Filler,PVC,Vert. Mikron Vicryl 13/16" g o 23 H-1699 Reinforcement,SBR Keymark Alum Tia" 24 P-2190 Balance BSI 9116" 25 P-3059 Sash Cam,PVC BSI Plastic w m m 26 P3o46 Take Out Clip BSI S3 t/t8" t 5/8" 21/6" 1116' SCREWEDDMTOGETHTHER WITH a Z 27 P-3783 Lock,Impact,PVC Intedock 1/16" OUTERFRAME 0 28 P4069 Keeper,Impact,PVC Interlock 2amac 1:8 v r339 P3215 W Com w/Flap Gaer Plastic REINF,IMPACT HOOK-1112 P-3429 Wst 0.270 x.187 back FkISW, ¢ W O w p., Gray llitraiab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ¢ P4638 #8 x 2-1/2 PH Mod Truss,Ty A,TEK 2 Fastenal Steel o O a W LL ¢ P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 15/18" F. z P4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel ,/2" t 1/S" 5/16" a P4264W#8x3!4 FH PH w/#6 Head,TEK,WM. Hub Cky Steel + + ¢P-3342 Seam Sear,SM-5504 Schnee 7/6 18 11116' L• 45 P-3752 Cap Plug,1/2"Hole M&M Nylon t— t/18, 1/16" 045" T- 1/16" m ¢ z 47 1 P-3438 I Slkaftex 552 or Purtect Glaze"H" Sika/Henkel pH+r++►Nq 4518 P-3881 Temporary Lb1,(NF 1/8'xP5✓8"x 2"Lg. F.!.owe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-8063 PVC SCREEN SUPPORT-8014 ',G�..�G RE s 6��,,/ 52 P-3613 CWS Lbl.0090) Pro Label yg :J;' 31,r 114" v; No 58201 '?� 53 Sash SEE SHEET 2 GLASS 3/16"� 3/a• �' 54 Fixed SEE SHEET GLASS 14 56 P-3281 Spacer Durase8l 1 15/16' 1/18' 1. ��---- 9 7/8" �'fl; :Cr: 62 P-3216 Screen Frame,Horiz. Alimetal Alum T 1/ts �— v16' 1— 'ts% STATE OP 40 63 P-3218 Screen Frame,Vert. Alimetal Alum REINF.BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-606a •,��O�l"s p R 11;�:10-tea 64 P-3321 Screen Frame Comer Key Allmetal Plastic REINF.S.B.RlS.S R.-1498 ��,S7O... v�%ON 65 P-3581 Screen Cloth,18 x 16 F s Bettervue Fiberglass Ai+i �� 66 P-3228 Screen Spline,.155 Ole.,Blk. Dapa Vinyl z✓� 67 P-3029 Screen Pull Tab Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS Fl.Screen SS 70 P3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16" FL PE#58201 72 S3063 Crner,Fixed Rail Mllwn Vinyl O 1239 JABARA AVE. NORTH PORT, 73 S-1112 Reinforcement,Impact Hoak Keymark Alum • PH.941-380-• •• 74 P-3541 #8 x 1/2",Pan Head,TEK Fasten al Steel • • • • • • • 1574 1 34288 1 •• •: • • • • 000 •• •• 1/2" SHE DESCRIPTION: LINE ITEMS NOT USED: 6 • •• 3/16 BOM AND EXTRUSIONS 5,7,11,16-17,21-22,29,31,33-36,41-43,46,49-50,55757-61,69 uu 'L ,/16" T SCREW SUPPORT-3113 DRAWN B: DATE: IMPACT HOOK • ••• • ••• • • BAT 06/18/12 S-1577 i i i i•• •• i • i i #: .• •• • • • • • • • • • CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. •• • • • *00 • SCALE-*SHEET 40F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S'MAX.('fYP.) 1T MAX.O.C.(TYP.) 1900 SW 44TH AVE. ('MAX(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC t t SEE NOTE 2 8100 PVC MAX C. 1 t SINGLE HUNG O IMPACT aANNC OR MP.) IA N MM PAL 1 t � ao a•�')� I t Z Y 101/2— x ¢ O cc MAX O.C. Q (TYP.) ° LL t t a z � x o 4'(TYP.) 4'(TYP.) NO ANCHORS REQUIRED IN SILL ,',4plttubp�4j, J�� ,yORE4y T��i e;SF.,Q,,�� ANCHOR LAYOUT-(FLANGE) v No 513201 �MiS NOTES: % STAT g pF :�►+' 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL �4�lcs'h fl........ 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. y r1 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6 411112015 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•VIDr 64GIRSCHAL!NOABEOUSELON SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. • • • • • • • • • PH.941-380-1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU 021NGS, MaE[:AECT yiA C&BOOND WOOD BUCKS,IF USED,INTO SUBSTRATE. of IPraN: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD B EN iiE PRODUO►T A19D"E SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X 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 � Y N 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHrrrhOR8*NOINEER;OF RECORD ANDS NSq I?TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18J12 °' SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABL.EI,SHEET 6. CONCREIIE AND MASONRY fqTT4tES N&►Y%QT 4CKED. ��``�" CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY RS CLOW ING:HE•Cj)}iRENT4rtt WIONAF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/ DMA (EXTERIOR DOORS) 1:15 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE �® MIN.EMBEDMENT WIND MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE U ST RAT SEE TABLE 1 1/,MAX.SHIM SEE TABLE ERS1 OCA A, LTH AVE. OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE i MIN.EDGE DIST. 8100 PVC �I�ALLERDE AND SEETABLEI SINGLE HUNG SEALANT BEHIND s�ABLE 1 ANCHOR IMPACT FLANGE BY INSTALLER 1/4'MAX SHIM IA N � ao PERIMETER SEALANT Y F BY INSTALLER m m INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND Z FLANGE BY INSTALLER NNi 0 B HORIZONTAL SECTION _ °' N IFCONTINUOUS DOUBLE 3/16'BEADS OF 6 TYPICAL JAMB ANCHORAGE ¢ w W TREMGLAZE U1600 SEALANT AROUND w 2 ¢ PERIMETER AT ALL INDICATED POINTS a Q BETWEEN FRAME AND BUCK BY INSTALLER. o LL c¢� 1/4'MAX SHIM o W SEALANT BEHIND I °C FLANGE BY INSTALLER ma0 PERIMETER SEALANT MIN.EMBEDMENT ��N h► BY INSTALLER RR►VV INSIDE AND OUT SEE TABLE 1 P•pSiGf AI jG��,,,r _&v F No 58201 •'�� SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. a-ai CC SEE TABLE 1 STATE OF '��►` A VERTICAL SECTION r 8 TYPICAL SILL ANCHORAGE rrir�F ONAess�s�0 X� 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. "OW'OR%R -F ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 IVA PERIMETER SEALANT 1239 JA13ARA AVE. IN.) 3/16'RW TAPCON 1-1/2" 1-118" •• ••• • •BY IgI6TALrER• •• ILLED CMU 117 PCF MIN. 3118'ITW TAPCON 1" 2' • • •INgIDEMW�OUT • NORTH PORT,FL 34288 • •• • • • • • C HORIZONTAL SECTION PH.941-380-1574 IN.) 3118'ELCO ULTRACON 1' 1' • •• • • • • ••• • 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: • • • • • • • • • HEAD AND SILL SIMILAR FOR BOX INSTALLATION • ••• •• • • • •• INSTALLATION DETAILS 3/16'ITW TAPCON 2X MIN SOUTHERN PINE(G=0.55) 1-3/8' 718" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-3/B' 71W ••• •UP TO 00*AND INCLUDING A4BOX-FRAME APPUCATION IS ACCEPTABLE PROVIDED: DRAWN 16 GAUGE(0.060')MIN.STEEL STUD #10.16 HILTI KWIK-FLEXOR ITW FULL THREAD • • • BAT 06/18/12 (33 KSI YIELD MIN) SELF-DRWJNG SCREW THRU 0.0W 7/16" • • ••i M%T/4'FTLZET'OF�STRUCTTON-GRADE ADHESIVE CAULK IS APPLIED : . • • • •INSIDE AND OUT,FVLOPERIMETER,BY INSTALLER. CWS-812 B 1/B'ALUM.(6D63-75 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULLTHREAD 7/16, •• •PAQ/UCT ALtlQIiORA�If IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8'STEEL(33 KSI MW) DRILLING SCREW THRU 0.125" •• • •SH N FO G WINDOWS. SHEET 12 6OF6 ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • s 10/9/2015 Florida Building Code Online DWOVi t td BaS Home I Lis to I user Reg1&e1n ( Hat Topics I Submit Surcharge I Stats&Fads Publicadons I FBC Stag ( BaS Site Map I Urft I Search Busines Professi I *USER:Product Approval Public user Regulatson andga Approval Menu>Product or Application Search>Application Ust>Appliwtbn Detail E, FL# FL9520-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss •"•Address/Phone/Email 1900 SW 44th Ave. • • •••• • •• Ocala,FL 34474 (352)368-6922 Ext 291 *see*: ekossocws.cc 0000•• • • • • • • 0000•• •:•••• •,,,Quail #suWce Representative Jay Lathrop 0000 ' Addre&�p�/Email 1900 SW 44th Ave. s•••• • • • Ocala,FL 34474 0000• • • •®•• • • • • • (352)368-6922 Ext 291 • • • •0 •••• jlathrop@cws.cc 0000•• • • • 0000•• • •••••• •• •• Cate is 000 Windows 0' ' ' Subcatgop• Mullions •00000 0000 • • • • 0000 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Tumer Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M.Urich,PE .? Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R5 COI EvalReo CWS-836A(3 In Mull.IMP).Odf 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://www.floridabuilding.orgtpr/pr_app tlaspx?param=wGEVXQwtDgvIHvmuJRWcZl2gTuypubINNDyVOm%2fl5Ks%3d 1/2 t y 10/9/2015 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of use Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 II CWS-836A(3 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 and FL9520 R5 AE EvalRep CWS-836A(3 In Mull.IMP).Ddf Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-837A(4 in Mull,IMP).Ddf • •• Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 • , 's;•• Implicit Iftsistant:Yes Created by Independent Third Party:Yes •••• DeslgnsPrelsure:N/A Evaluation Reports 00000 Other:Large Missile Impact;See Installation Instructions and FL9520 RS AE EvalRep CWS-837A(4 in Mull.IMP).Ddf •••••• • EvaltptlQn R13ort for complete list of Limitations and Created by Independent Third Party:Yes '• • Conti samf•Use. •••••• •••• so I *goes •°0 9520°3„0:•0 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange • applications.(IMPACT) ••••e •• • • s� '.� LimAgf441, Installation Instructions :*so*• Approved far use in HVHZ:Yes EL9520 R5 II CWS-838A(5.5 in Mull.IMP).Ddf • • ° ApproWMr use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 0:0090• •• •• ImpbePO&lstant:Yes Created by Independent Third Party:Yes • e •• Design Firessure: N/A Evaluation Reports • 0 0 0• Othlrs targe Missile Impact; See Installation Instructions and FL9520 R5 AE EvalRep CWS-838A(5.5 in Mull.IMP).Ddf • • Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. Bach Next Contact Us::,1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::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 emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click h2M. Product Approval Accepts: Im RE RR E skx[arlt METRICS https://www.floiidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypubINNDyVOm%2fl5Ks%3d 2/2 URNER 1239 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 40 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 5d'Edition 2014 Florida Building Code including the High Velocity q ( ) 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-837A, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-1B,4C,-4, -4A,-5,-5A,-6,and-6A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E •0 1996-04/06/09,and AAMA 450-06 •••• '•:4}°Supp. 1)Mtal Calcs.to support CWS-837A,signed and sealed by Lucas A. Turner,P.E. • • 0000.. ':0000 In'stalrationa- Urals must be installed according to approval document CWS-837A. 0 0000•• 6:0099 0000 00 90 ..••• Mm$tations bff4fie: This product: • 90000 •00% Vday b2V9W up to the sizes and design pressures as shown in CWS-837A,using clips as :0000: ' "shown`!AWS-837A • •00.0. • L ' sile Impact Resistant and does not require the use of shutters . .0 •0 Is 1�QLs q 0000. P •• • • •OMay bewe;i in the High Velocity Hurricane Zone 000000 .00.00•May ofily be used with Custom Window System,Inc. windows,please see separate 0000 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. +�`1j111116l'r'q,f `,ots Pr1DRE,1�y��`�+ N0 58209 z� 4/27/2015 Lucas A. Turner,P.E. ,�®': w��'�T �� .-�c►.` FL PE#58201 �..... `, Lucm A.'fusser Scivil 20154)4-27 21:01.04:00 GENERAL NOTES: 4" PVC MULL BAR - LARGE MISSILE I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W ITH QMM"gM SHOWN W/DIFFERENT OPTIONS 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 W W W.CWS.CC 2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 4"PVC (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 331/3°/STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS.W INDLOAD O DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. a 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. a 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. ANCHOR CUP ANCHOR CLIP } A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m 6 I 7 I APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE VAL Z O 1B O O LL B 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY e W APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY Ri Z W REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, °uy ¢ BUILDING OWNER OR CONTRACTOR. o_ L M a 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a U DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY a w X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o EXTRUDED ALUMINUM. a 0 Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE Z UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ��\�•�D� �4�� G F E DSHOWN HERE IN. ,��05 IL—ANCHORCUP �0 VP,.0 .9 10 10 9 8 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. EXAMPLE HORIZ/.VERT.MULLION VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. _ FOR SECTION VIEW ONLY ` ANCHOR CUP 9 STATE OF ,`w+ 9��4(�� 4 O R•O '*��- NA,� 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 •• • • • e • 1239 JABARA AVE. • • • • • • • • NORTH PORT,FL 34288 x • •• • • • e PH.941-380-1574 • • • • ••• • • • • • • • 3CRIPTON: •• •• • • • • NOTES TABLE OF CONTENTS GENERALELEVATIONS AND GENERAL NOTES&ELEVATIONS...............1 DRAYMB DP CHARTS.................................................2-3 ANCF�R • s ••i ••• •® ADE 09/27/012 BOM&EXTRUSIONS.....................................4 EXTRUSIONS................................................5 EXAMPLR VEF01CAS M 4H•LI . ON4FOR • •• • nwo t. REV.: SECTION VIEWS.........................................6-7 PVC WINDOWS F ECTIONEAI bNLY• • CWS-837 A CONFIGURATIONS&ANCHOR NOTES.......8 INSTALLATION DETAILS..........................9-10 SHEET 1:25 1 OF 10 ••• • • • • ••• • • DaslgnFrassureOteMPSF.fm- 4 7 w t oFss mb9 taw 4)010 aerate or rr w"mhm per of rote balow chmt fm fwdw=hwap hdannabom �� OPENING S� n.) 1A'�� //// _ 39 45 51 67 63 69 75 318 at 87 93 99 107 318 114 120 128 132 138 145 3/8 _ VERTMAL�t MLION ILk//(L,��((�J/�(_ 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 /20.0 120.0 120.0 120.0 120.0 120.0 TWIN &DOWStrST 53118 120.0 120.0 120.0 120.0 120.0 120.0 118.6 115.1 1123 110.3 109.1 10&6 10&6 10&6 108.6 108.6 108.6 108.6 HORRONTALMULLION 1900 SW 44TH AVE. 57 120.0 120.0 120.0 120.0 117.9 111.7 10&5 1029 99.9 97.6 9&0 94.6 94.3 94.3 94.3 94.3 94.3 70.0 I iF T- OCALA,FLORIDA 34474 c 120.0 120.0 119.8 110.3 97.1 921 8&5 85.4 829 80.9 7&9 77.9 77.4 77.2 70.0 70.0 70.0 WWWCWS•CC 120.0 120.0 108.8 100.0 875 827 79.2 7&2 73.6 71.6 69.3 8&1 67.2 88.6 6&3 S&3 66.3 = 72 120.0 1121 101.4 93.1 86.5 81.1 76.5 73.1 70.1 67.6 65.5 63.2 61.8 60.8 60.0 5S.S 59.2 3 tu 78 71&a 105.2 85.0 87.1 80.7 75.6 71.1 67.9 64.9 625 60.4 5&1 58.6 55.5 54.7 540 r, s w 4n PVC 80 70.0 70.0 70.0 70.0 70.0 70.0 6&5 63.3 60.5 5&1 58.0 53.7 52.2 51.1 50.1 „ '� n ea 70.0 70.0 70.0 70.0 70.0 665 824 59.3 5&6 542 522 499 4&4 473 - - - O MULL BAR 1 8 Be 70.0 70.0 70.0 70.0 67.3 829 5&9 55.5 63.z 50.9 489 4&7 as2 �."� _ s $ � � I -MULLLENGTH IMPACT 82 70 0 70.0 70.0 89.1 83 8 59.4 55.6 527 50.1 47.9 4&0 43.8 1 t � ,e` �i 96 70.0 70.0 70.0 85.8 60.6 56.4 1 527 49.9 1 47.4 1 45.3 43.4THIPLE DP CHART 11 FOR: T'U `O NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): Iju T HOFRONTALML41M a 1522 CLIPS ra 0 -(4)#10 SCREWS INTO WOOD Or METAL I z -(4)3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD '� Y -(4) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK -------------------------------------- ------------- 0 e Omt PSRtor t w kh t M e m S10screwsmnasmry=fkis pa ewh mW d mdbm Sea into Ww chan fa ao I O OPDaNOSI2E a I �oPEMNO �F•MULL LENGTH +I a 45 59 57 p 753/8 81 87 93 99 1073/8 994 920 128 132 138 145 3!8 S� Z 48314 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 Tp OVERTININ w O W 53118 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 57 120.0 120.0 120.0 120.0 /20.0 120.0 120.0 17.0.0 120.0 120.0 120.0 1�.0 120.0 120.0 120.0 120.0 120.0 70.0 I o a 63 120.0 120.0 120.0 120.0 120.0 12D.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 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.9 113.4 109.6 10&5 1032 101.3 100.0 70.0 70.0 70.0 700 L a W 7Z 120.0 120.0 120.0 120.0 120.0 120.0 113.9 108.8 104.3 100.8 97.5 94.1 70.0 70.0 70.0 70.0 70.0 ;' 1 OPENING 78 120.0 120.0 120.0 120.0 120.0 1125 105.9 101.0 96.7 93.0 89.9 86.4 70.0 70.0 70.0 70.6- G SIZE �} 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 r ;' I IJa I < Z 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 70.2 r Be a 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 885 65.24a, 4 5 1 ,�0%j0 RE f jG•i�. 98 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 85.3 822 5&5 u;'r S ,. .�_ II II +� P.•'�GEAdS•'•.'A �i 4_ OPENING SIZE-�I MULL LENGTH '�JC7�'b F •.$��.� DP CHART IS FOR: I TRANSOM OVER TRIPLE Z's No 58201 ?0 NON--INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): I VERTrALMULUON17CUPS yy46 Z -(6)#10 SCREWS INTO WOOD or METAL I fro' :CC -(6)3116'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I •�t STATE OPS .w+ -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK I $ ONV- --------------------------- � �,,, /1O DmignP�Chmt .0. 41 w o w (e)#12 oRolenlot OPENI SIZE m I ZZ _..._._. 39 45 61 57 63 69 75 318 81 87 93 99 107 318 114 120 128 132 138 145 318 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.04/27/2015 20. 53118 120.0 120.0 120.0 120.0 10 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I T-�-��OPENING SIZE,- 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 1204 120.0 120.0 120.0 120.0 120.0 70.0 I 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 Tao 1 YE. 88 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.® I$We 070.6 60.0 76.0 4.01239 JABARA AVE. NORTH PORT,FL34288 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 1126 Talo 70.0 .o PH.941-380-1574 76 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 120.0 115.7 111.3 107.6 103.6 .0 70 �c,"-= 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• .P ,� I SHEET DESGRIPTION: 84 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Tao Tao 70.0 Tao 70.0 7!000 1018• I DP CHARTS 6a 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 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 ss 1 70.0 1 70.0 1 70.0 1 70.0 1 70.0 1 70.0 1 70.0 1 70.0 1 69.0 1s53 622 59.5 �� ._ �,. i�r=� CONFIGURATION 13 SHOWN IN BOLD. DTIAWN BY: A DP CHART IS FOR: • • • • • • • • • 12.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012 NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING PER END): • • • ••• • • • • I BAR(S)ATTACHED TO rr(SHOWN uv DASHES) 1767 CUPS ( ) THROUGH THE USE OF MULL BAR CLIPS. AN owa a .. •• • • • • • • • • • I INTERSECTED MULL BAR WILL ALWAYS BE -(6)#12 SCREWS INTO WOOD or METAL ••• :• ••• i•• ••• I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS 837 A (6)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 13.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 009 0 0 Design Femme Chart,FSK for eraacted hapact PVC4" 1759,wli&M alps tabig few(4)970 acrewa or nasomy per each wid of neumon.Seerota eQ ! OPENING SEE on.) IqA� � �MTIM /,/// _._._..�..... 1-9 45 51 SI 63 N 753/8 st 87r7&7 99 110318 114 1� 126 132 136 146318 I 200wNy�l.'�:AG�/��t,37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.00 118.3 106.6 103.4 98.5 94.0 89.9 8&2 820 I c 42 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.34 101.3 91.6 8&9 84.6 80.8 77.3 74.1 70.5 1900 SW 44TH AVE 48314 120.0 120.0 120.0 120.0 120.0 120.0 1129 105.8 9&13 88.0 79.8 77.2 73.6 70.4 67.4 84.6 61.4 I OCALA,FLORIDA 34474 63118 120.0 120.0 120.0 120.0 120.0 111.1 1027 96.3 90.30 80.3 726 70.4 67.1 64.2 61.5 59.0 58.2 1 WWW.CWS.CC 67 120.0 120.0 120.0 120.0 111.2 1028 95.0 89.1 83.8 74.3 67.3 65.3 62.3 5'9.5 57.0 54.763 120.0 120.0 11&8 10&1 99.3 91.8 85.0 79.7 74.85 88.6 60.4 5&6 5&0 535 512 es 120.0 120.0 io&a 9&9 90.9 84.2 7&0 73.2 6&78 61.3 55.5 53.a 51S to v4' ; w y I 4"PVC 72 120.0 1121 101.4 925 85.1 78.8 73.1 6&6 64.58 57.5 522 507 -53/s 119.7 108.2 95.9 87.7 60.7 74.8 69.4 65.2 61.3 57.8 54.7 48.6 _ $"k awh i MULL BAR DP CHART IS FOR: I IMPACT INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): (4)#10 SCREWS INTO WOOD or METAL I VERTTIiCCLIPS AL MULLION -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD HM a -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK r $ p -------------------------------------------- 1 I � a ------- tl tae ,or w t o us 091 earaas ar maeomy p�roc eM of See note . e I -- -- W Yp iOPEONO S� a) I Z 39 45 51 57 63 69 75 318 81 87 93 99 110 318 114 120 128 132 138 145318, I � Z 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 12&0 120.0 120.0 120.0 I d 9 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 -- -- v Cl 48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 11115 114.9 109.a 104.7 100.3 96.1 91.5 I Pv Z > $31/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.5 10&1 104.9 100.0 95.5 91.5 87.8 83 6 I W 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 100.2 97.2 827 8&8 84.8 81 4 77 8 1 ° CL O 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 11&7 111.4 105.0 99.2 89.9 87.3 83.3 798 7&2 {�--OPENING SIZE ---►I U 68 144 120.0 120.0 120.0 120.0 120.0 120.0 11&i 109.0 1023 96.5 91.2 827 803 72 120.0 120.0 120.0 120.0 120.0 117.3 10&8 1022 9&0 90.5 85.6 77.7 75.4 ._ _< €,x , c w 753/8 120.0 120.0 120.0 120.0 120.0 111.3 103.3 97.0 91.2 8&0 81.4 73.9 HORIZONTAL MULLION j p DP CHART IS FOR: INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END):1767 uu9999 lok (6)#101PS SCREWS INTO WOOD or METAL ( J`,,, D .,,G 4 PN.-."•.. T �i (6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOUD CONCRETE or WOOD ISINGLEI ` ;,Q .�0 E N`S!�'•,¢$''. .�,v No 58201 •4�L (6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK W I TWIN ---- assure -- or ------ t w 1 c us s 8912aarowsa/4•---per -----note----------- 1 O ITRIPLEI Sop Raw PVCv MAW Boo Mraccos ehmt a age orrea5wm 1 I UNITS I "' OPENING SGgOa) 1 I IBELOWI :9'• $TATE QF "Wz 45 51 57 63 69 75 318 81 87 93 go 110 318 114 120 126 132 136 1453/8 L • 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 ,'•SFS o R t�✓'Q��, 42 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I+- MULL LENGTH� 0,4+S��.... �,�`• 4a 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.1 109.5 1 53118 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 1 �� Z 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 11&4 111.0 10&0 101.6 974 928 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 11&8 107.6 104.5 99.7 95.3 91.2 "r<<5.- ,��,,. r I 4/27/2015 ea 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.5 109.2 99.0 98.1 91.7 g 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.0 10&3 1025 93.0 90 3 '' LUCAS A.TURNER,P.E. 75 3f8 120.0 120.0 7200 120.0 120.0 120.0 120.0 11&z tw.z 103.0 97.4 e&a - � .g�,1s, '. I FL PE#58201 •• ••• • • • • •w£ •• 1239 JABARA AVE. DP CHART IS FOR: • • • • • • • • • I NORTH PORT,FL 34288 INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): • • •• • • • • • I PH.941-380-1574 1767 CLIPS • SHEET e• • • • • ••• • -(6)#12 SCREWS INTO WOOD or METALI DESCRIPTION: (6)1/4"ELCO ULTRACONS INTO SOUD CONCRETE or WOOD 906 ••• ••• ••• • • ••• DP CHARTS NOTES: 11.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLI). DRAWN BY. DATE: ••• *:9 i• i ••i ••• ••• 12.AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09127/012 • • • ••• • • • • I BARS)ATTACHED TO IT(SHOWN IN DASHES) •• • • • • • • • • • THROUGH THE USE OF MULL BAR CUPS. AN Dwa r. • •• • • • • • • 1 INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 A •• • • • ••• • 1 ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 13.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 ITEM PARTS DESCRIPTION 'T"MULLBAR CLIP "L"MULLBAR CUP 1 H-1759 MULL,13(8"x 4',FLAT,PVC FRAME TYPE OPENING 1522-X F-1767-XXX) 2 S-1895 DRIP ADAPTER NEW NOT RECOMMENDED F-1767.002 — LLD 60=00 3 S-1896 FLANGE ADAPTER FLANGE F-1767-007(L&R)or 4 S-6018 MULL COVER RETRO F-1522-014 1900 SW 44TH AVE 5 F-1522-014 RETRO FR MULL ANCHOR CLIP F-1767 002 OCALA,FLORIDA 34474 6 F-1522-027 RETRO FR MULL ANCHOR CLIP FIN NEW F-1572-027 F-1767-005(L&R) WWW.CWS.CC 7 1 F-1767-MIL-ANGLE 4'MULL CLIP,STANDARD RETRO F-1522-027 F-176705(2&R) 8 F-1767-0052 L-ANGLE V MULL CLIP,FIN,LEFT NEW NOT RECOMMENDED F-1767-002 V PVC; 9 F-1767-OOSR L-ANGLE 4"MULL CLIP,FIN,RIGHT BOX RETRO F-t522-014 F-1767.007(L&R)or MULL BAR 10 F-1797-007L L-ANGLE 4'MULL CLIP,RETRO FLANGE,LEFT F-1767-002 11 F-1767.0078 L-ANGLE 4"MULL CUP,RETRO FLANGE,RIGHT IMPACT 12 410 x 1 1/2",PANHEAD PHILIPS ZINC 13 #10 FLAT WASHER 14 CAULK a 15 1#10 OR#12 HEX WASHER HEAD TEK SCREW*(see rote below) g o 16 S-1898 4"HORIZ MULLION CUP,PVC 17 P-5132 MULLBAR CAP 17/16-(7YP.) Y 18 #10 HEX WASHER HEAD TEK SCREW (T1 P) (Typ,) m 19 #10 FH TEK SCREW N -USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT R Q IWO- / F—frl a V) f1 15/18-) 1X16'(1YP•) cc O W 1/2" FF2 C�JJ/ a y ¢ lu 4 1/8" U TOP VIEW 4314- a to DRIP ADAPTER 5 0 11,V THRU(TYP. 1895 3 7/6- ) IL � 3117 < OZ r1 114*1 ]/4 THRU(TYPJ NO 02 1/1 VM THRU(TYPJ ,,N p{�1fl ..lieT' ��, FLANGE ADAPTER 51896 OUTSIDE �' No 58201 4-HORIZ MULLION CLIP 51898 % 4114" 1 11/18"(TYPJ (17/8") %'o: Fcc- 6 %Vi STATE OF Ly � R1 +•' <�y�r�' 316" 'ri 13/18"- ;4 "23ryG 3 7BO 7/16" 13/8" 1 L 1/8", '�i4�ONAgaaa` 1/16" I 1 13118'(TYPJ Z� PVC MULL COVER 6018 1� 4 7/8' 4/27/2015 a MULLBAR H-1759 LUCAS A.TURNER,P.E. RETRO CUP(4')F-1522-027 (21/4'9 FL PE#58201 OUTSIDE 7116•(TYP.) 1239 JABARA AVE. •• ••• • • • • • •• 15/16"(TYP. NORTH PORT,FL 34288 • • • • • • • • • • • •• • • • • • ) PH.941-38D-1674 • •• • • • • ••• • SCORE,BEND,AND BREAK ••• ••• ••• ••• • • •••SHEET DESCRIPTION: I TO REMOVE FIN 5 BOM AND EXTRUSIONS \ ' z 3116' A \ DRAWN S ••• • ••• • • 1/8' • • • • • • • • • • ADE 09/27/012 • • • ••• • • • • L.' owar. `DETAILA •• • • • • • • • • 47/8' TYP.FW FRAME • •• • • • •• 4:1 •• • • • ••• • RETRO CUP(4-)F 1522 014 SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 ••• • • • • ••• • • • • • • • • • •••• • • •• •• • • • •• ••• 0 0 0 000 0 0 FRAME TYPE OPENING "1"MULLBAR CLIP "L"MULLBAR CLIP &DOW '��(F"1522-X (F•17(37-XXX) s1)(6l(!/UU(y p/�—Jj C NEW NOT RECOMMENDED F-1767.002 �`°.�� FLANGE RETRO F-1522-014 F-1767.007(L&R)or 1900 SW 44TH AVE. F-1767-002 OCALA,FLORIDA 34474 FIN NEW F-1522-W F-1767.005(L&R) WWWCWS.CC RETRO F-1522-027 F-1767.(X 5 R) 10 11 I NEW NOT RECOMMENDED F-1767-002 II"PVC BOX RETRO F-1522-014 F 1767 007(L&R)or MULL BAR F-1767-002 IMPACT I I I � � 7/16•(TYP) 1/4^(TYP) 3 7/6^ W m 15/8" (2 3149 1518' N O e^ O O 3/ —C. I e m 1/2" i I Z w 23/4 OUTSIDE OUTSIDE 23/4" I a O it c a V) ANGLE 4"MULL CLIP,RETRO FUG(LEFT)F-1767.007L "L"ANGLE 4 MULL CUP,RETRO FLG(RIGHT)F-1767-007R —————————————————————————————————————- Q Z I �J�g P�ORE lG�p� v: No -9=1 .•fid 1/S'l T 1/8" I 7 "ro' 1/8" :9 STATE OF tu.` �s 7/8" -I I- s 7/8' i �-- 6 7/8'� L 7/16"(TYP) 1/4"(TYP) 3!e" O 38' I 7/16"(TYP.) va^(TYP.) 4/27120`15 1 5/8' (2 3/r) 1 wr I O LUCAS A.TURNER,P.E. \Zc��jjj I I 19/16.(TYP.) 1239 JABARRAA AVE. 41/4' •I• ••• • • • • •• NORTH PORT,FL 34286 • I • •• • 1i I • PH.941-390-1574 • •• • • • • •• • • • • • • • • 1 • (2 7/6") 19/18' SHEET DESORPTION* 1/2" 1/2" ••I ••• •• • • 1 •• / 2314• 23/a" I d 3/ /y� EXTRUSIONS 5' OUTSIDE OU751DE 5" 1000O IDE —� DRAWN BY: DATE: L^ • • ••• •2 7116'(2x) 2 7/16" 1/r(2)) ADE 09/27/012 ^ ANGLE 4'MULL CUP,FIN(LEFT)F-1767-ML 9.'ANGLE 4 MULL CUP,FIN(RIGHT)F-1767-005R • • I • • • • • • owo (WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) ••• I i • i•• •• • ;4WR 4'PULL CUP,STANDARD-F-1767-002 CWS-837 A 00 0 000 0 SCALE: SHEET 12 5 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I I I I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 1 I 1 I 1 4"PVC i I MULLBAR FIN MUST BE REMOVED APPLY SEALANT ALONG FULL IMPACT LENGTH OF WINDOW FRAME WHERE WINDOWS I GROOVE PRIOR TO ATTACHING CONNECT TO MULL W I I 4 � ~ I I W m SEAL BEHIND FLANGE PRIOR I I V) 3 (SEE DETAILS) SEAL BEHIND FLANGE PRIOR O TO ATTACHING WINDOW I TO ATTACHING WINDOW 3 (SEE DETAIL B) _ V1 �AHORIZONTAL MULL BAR SECTION I I z w 6 FLANGE FRAME WINDOW I �A1 HOR ZONTAL MULL BAR SECTION ( QVER CAL/HOR ONTAL MULL BAR SECTION wcr 6 FIN FRAME WINDOW I s BOX FRAME WINDOW o a o Lu ---——— -_ --————————--'--— W I I •• I Iaz APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE iiii►iiu+ihy PRIOR TOATTACHINGDOR lDRENV l iii I U v: No 58201 %'P 0. SEAL BEHIND 1 I GE SEAL BEHIND FLANGE ( 2 �'. STATE OF 4/+` PRIOR TO ATTACHING I I �i n'•F V''r�fi PRIOR TO ATTACHING 'kf+ WINDOW WINDOW •,,F$ o R�o,rfla��. (SEEDETAILA) 2 (SEE DETAIL A) 2 II I r �li4j�i�NAiE •�� 11 DETAIL A _ 1 ( 4/27/2015 FIN MUST BE 1 I WHERE WINDOWS I APPLY SEALANT ALONG FULL LUCAS A.TURNER,P.E. CONNECT TO MULL I LENGTH OF MULLBAR GROOVE FL PE#58201 I PRIOR TO ATTACHING FLANGE 1239 JABARA AVE. • ••• • • • • • •• ADAPTOR NORTH PORT,FL 34288 I • • •• ♦ • • • • � 1f PH.941-380-1574 • •• • • i • ••• • L SHEET DES(M •• •'• •• • ul SECTION VIEWS aV RTICAL MULL BAR SECTION I �ZVERTICAL MULL BAR SECTION I MULLS s FLANGE FRAME WINDOW I I o 0 s FIN FRAME WINDOW WN BY: DATE: 1 • ••• • 1•• • • ADE 09/27/012 i •• I•• i • i i —TDETAIL B DWG r. ••• i• i T•• i•• ••• CWS-837 A SHEET ��l 2 6 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 • T q 9 1 SJI � wavocnt -amm 1900 SW 44TH AVE CD p f1 h p p OCALA,FLORIDA 34474 11 1 11 I W W W.CWS.CC --------- SII 111 C) ` —�i` II II ``- p a ��--- --- 4,'PVC ll II�� tr MULL BAR IIS IMPACT =1 P IFE7 (r` L {W� yn IL J Ul a F A 1 SECTION VIEW A-A w m TOP VIEW FIN FRAME O a_ (q w IL a.. o 1 � � 18 SEE NOTES i&2 t SEE NOTES 1&2 1 1 1a 2 (2 EAJCUP) (2 EAJCUP) ,,ffµffoiprr�i 2 1 �.� .•�G.......NS 2 1 5•MULLBAR(H-1780) ��.�� ••;�fi�+ _ (SEE SEPARATE APPROVAL FOR -T — APPROPRIATE DP CHARTS) 3•HORZ.MULUON CUP 11116•MAX EDGE DIST. MAX EDGE DIST. Gro ;LX: (SEE NOTE 1) r r STAT E OF jSEE NOTE 1 11ns•AAAX.EDGE DIST. .�;F...<OR13•MULLBAR(H-1758) i70N(SEE SEPARATE APPROVAL FOR "rfrrmWf�� SEE NOTES 1&2 1 APPROPRIATE DP CHARTS) 1 SEE NOTE 1 (1 EAJCUP) 18 a 19 SEE NOTE 4 18 19 SEE NOTE 4 1 �" C r HORIZ TO 3•VERT.MULLBAR SECTION 4/27/2015 7 C r HORIZ.TO 4•VERT.MULLBAR SECTION 18 a,9 SEE NOTE 4 LUCAS A.TURNER,P.E. 7 FL PE#58201 C s HORIZ TO 4•VERT.MUUJMR SECTION 1239 JABARA AVE. •• ••• • • = NORTH PORT,FL 34288 ii ••i %._ _i i i PH.941-380-1574 • •• • • •• • • • • • • • • • • SHEET DE IPTION: •• ••• •• If SLIDE COP IW 0 LOCATION AND SECURE WITH ITEM 18,AS SHOWN ABOVE. SECTION VIEWS 2.PRE-DRILLED HOLES(THRUM CUPS 5117 OR 5118),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE • ••• • ••QF V.0�A MRVUM CENTER TO CENTER SPACING OF 1/2•. WN a: TE: • • • ••• 3.11 E ITEC APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/012 •• • • • • • REGiRA DDS OF•ORJFNTATION p.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH uwo f • •♦ • • MULL MUST BE 761E OWE DEPTH,OR GREATER,THAN THE INTERSECTING MULL CWS-837 A 000 0 •• • • 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEET CUP.PRE-DRILL PILOT HOLE THRU ALL MATERIAL 12 7 OF 1 O ••• • • • • ••• • • • • • • • • • • • • • ••• 0 6 0 ••• • NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL av"Nam VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CUPS. AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE W W W.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. �- 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. 4"PVC o MULL BAR 3 I IMPACT II LI I OPENING SIZE" -�1 OPENING SIZE I►— OPENING SIZE" OPENING SIZE QO W m TWIN/TRIPLE HORIZONTAL MULLION TWIN TRIPLE TWIWTRIPLE VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION T �i g 7T 1 a S2 I Z W l T pL - ] ]] Q O�w j tr N OPENING ]SINGLE] CLE SIZE 3 ] TWIN 0 OR 9i5 O ITRIPLEI i g LI UNITS] O CO BELOWZaO MULL LENGTH —►I T I•-MULLLENGTH --II �tltiatita►t MULL LENGTH I I �-.OPENING SIZE ---�I �-- MULL LENGTH---I ��.•�•�oR�Vy •�� 0 ej,?:��c E ftlSF �: No 513'101 'fi7O�� STATE OF NOTES: -O�FS~A O R 10-v�. 17 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 W THE WINDOW UNIT APPROVAL UONn%t �i`, 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. ; 2.MULL CUP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 4/27/2015 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 MANUFACTURERS INSTALLATION INSTRUCTIOOS,AND 4H&W: L IO:BcLtEtD IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. • • • • ••• • • •• •• •• • • • • • SHEET D IPTIO 5.ANCHOR EMBEDMENT TO SUBSTRATE SHAD.BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETMMU OPENINGS,EMSEDMI!Rr SHALL Bt BLKOAE 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 CUP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THEARCHIVEOt OR ENGINEE F RE•• ANLOIN& • TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 09/27/012 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRE'IJND M�►SOI iYP,T ESD 6AA`*' T�%ACKED. W �� •• • • • • • • CWS-837 A 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY"iEREVOLLOWING•THE®URRENAUERSIOMOF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMAIWDMA300(EXTERIOR DOORS) SHEET 1:1 8 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. WINDOW STSiw ® ® ® 1900 SW 44TH AVE. WWWA CWWSOR0IDA34474 4"PVC MULL BAR TOP VIEW IMPACT MULL CUP 1767-002 ANCHOR REQUIREMENT RETRO FIT �p MULL BAR CUP "L"ANGLE MULL BAR CLIP TWO REQ'D PER EACH END OF MULL Y m to MULL BAR v !Q 11 ( z > J -11 +—�� ' J f=v = SEE TABLE 1 INSTALLATION ANCHOR a ¢ TABLE SEALANT ALONG S-J INSTALLATION D STRUCTURAL ELEMENTS SEALANT ALONG 1 I AS REQ'D TO ADD RAL ELEMENTS LEVEL FOR OUTSIDE EXPOSED - AS REQ'D TO MAKE LEVEL FOR OUTSIDE EXPOSED MULL BAR a W EDGE BY INSTALLER —— MULL BAR EDGE BY INSTALLER PERIMETER SEALANT Q Z BY INSTALLER PERIMETER SEALANT MIN.EMBEDMENT INSIDE AND OUT SEE TABLEDMENT BY INSTALLER SEE TABLE 1 ,ttff JJi Ntft4JJ INSIDE AND OUT ,,,% WDREW��,,, SUBSTRATE BY OTHERS VP;. SEE TABLE BY OTHERS SEE TABLE 1 J% 'F• MIN.EDGE DIST, v t No 58201 MIN.EDGE DIST. SEE TABLE 1 * k SEE TABLE 1 D VERTICAL SECTION rE VERTICAL SECTION �,V TYPICAL FLANGE(RETRO Fn)ANCHORAGE \,!j TYPICAL FLANGE(RETRO FIT)ANCHORAGE STATE OF '� HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION •�w\ ..� 4/27/2015 NOTES: LUCAS A.TURNER,P.E. TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE 4 58201 UBSTRATETYPE ANCHOR TYPE 0101.BIISIMMENT MK EDGE DIST. 1239 JABARA AVE. (T TE .0 KSI MOV 3/18"(TYII T N 1• 3" • ••e �2•yS�ILLL9TrOOWMbBT B!PLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(2.85 KSI MOO) 3118'ELCO ULTRACON 1-3/4" 1" • • iR il'- PH.941-380 1574 • •• • �t SHEET DESCRIPTION: MUL HOLLOW ar GROUf-FILLED CMU(ASTM C-90)ar 1!4'ELCO ULTRACON 1-1/4' 2-1/2' •• •• • yE NSD& • N CUP 318'MAX FOR CLEARANCE OF WINDOW 1767 CLJP WTO SOI D CONCRETE(285 KSI MIN.) INSTALLATION DETAILS 3/16"I7W TAPCON 4.FOUR(4)ANCHORS REQUIRED PER T MULL CLIP,SEE SHEETS 2-3 FLANGE 2X MIN.SOUTHERN PINE((30'55) OR ELCO ULTRACON 1 7/� THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN W. DATE: 2XMIN.SOUTHERN PINE((30.55) 410 WOOD SCREW 1-3/8" 7/8" • ••• • ••• • • ADE 09/27/012 16 GAUGE(0.060")MIN.STEEL STUD 410.16 HILTI KWK-FLEX OR ITW FULL THREAD • •5.SEAT AAtlLLKNyTIQNT*O I0 CUP. 7/16' • • ••• • • • • DW69: ' (33 KSI YIELD MIN) TEKS SELF-DROlWCI SCREW THRU 0.060" • • • •6.1OFEWHQRACE D IL4 FOR THE WINDOW,REFER TO THE WINDOW CWS-837 A 1/8"ALUM.(6063-75 MIN.)OR 410 GRADE 5 SELF TAPPING/ FULL THREAD 7/16• •• • PECIFIC INST�I440 NAILS. SHEET 1/8"STEEL(33 KSI MIN.) DRILUNG SCREW THRU 0.125" 1 2 9 OF 10 ••• • • • • ••• • • • • • • • • • • • • •• •• •• • • • •• •• ••• • • • ••• • • 0 VwNsgm=rEmm 1800 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 4"PVC MULL BAR IMPACT "L"ANGLE MULL BAR CUP $ p TWO REOD PER EACH END OF MULL RETRO FIT MULL BAR CUP y m li ul MULL BAR MULL BAR z t f i SEE TABLE 1 SHT ALLATION ANCHORR = -t l� INSTALLATION ANCHOR Z SEE TABLE 1,SHT 9� O W w FOC Ala SEALANT ALONGE SEALANT ALONGE OUTSIDE EXPOSED e•m OUTSIDE EXPOSED EDGE BY INSTALLER e•°°o• EDGE BY INSTALLER o•°°o a W EXTERIOR FINISH •o• MIN.EMBEDMENT MIN.EMBEDMENT BY OTHERS oa • SEE TABLE 1.SHT 9 e 'IEq FI"IB" •gPa SEE TABLE 1,BHT 9 Q O PERIMETER SEALANT a PERIMETER SEALANT Z IN �tlt— INSTALLER •°;o, BY INSTALLER ttgtutlpy INSIDE AND OUT a INSIDE AND OUT °°° �t�,tPNpREIV SUBSTRATE BY OTHERS— SUBSTRATE.e• SUBSTRATE BY OTHERS ��$ GHQ,• SEE TABLE 1,BHT 9 ^o. SEE TABLE 1,BHT 9 •��jVP v\G E�SF�' d'��i MIN.EDGE DIST. t�. No 5$201 vp F VERTICAL SECTION SEE TABLE 1,SHT 8 ° MIN.EDGE DIST. rG\ SECTION 10 TYPICAL FIN('L'ANGLE)ANCHORAGE 0 VERTICAL TYPICAL FIN(RETRO FIT)ANCHORAGE SEE TABLE 1,SHT 9 HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION % STATE OF i&►Z %�'•O'nF''O<O R�O��(�� 4.L 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 34286 ••jREt� l•LLION CLIP 318'MAX.FOR CLEARANCE OF WINDOW PH.SHEET 9 TwN 1574 ••• •• •JFAW(4)ANOIROPOREQUIRED PERT MULL CUP,SEE SHEETS 2-3. INSTALLATION DETAILS THREE(3)ANCHORS REQUIRED PER V MULL CLIP,SEE SHEETS 2-3. FIN 4.SEAT MULLION TIGHT TO MULL CLIP. DRAWN BY: DATE: •• •i• • 5.FOR MCHORl1G@DL8fA FOR THE WINDOW,REFER TO THE WINDOW ADE 09!27/012 • ••i • • •••SF CIFICNIStf�LAI�N�ETAILS. own t REV.: • •• • • • • • • CWS-837 A s• • • • ••• • SHEET 1:2 10 OF 10 ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • ••• 0 0 0 000 0 • 8/21/2015 Florida Building Code Online d" ftiCk! a( MS Home ( Log In User Registration ( Hot Topics Submit Surcharge ( Stats&Facts Pubilcations FBC Staff BCIS Site Map Unks Search 'us 'nes Pro essl I product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application Ust>Application Detail ha FL# FL13010-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss 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 • • •••• • ••• Windows •••••• • Categer�r• • • • •••••• Subcategory Fixed • •••• ••••Complige kIgthod Evaluation Report from a Florida Registered Architect or a Licensed Florida • • • Professional Engineer • • Evaluation Report-Hardcopy Received ••••• •• • •••• •••••• Flor9dq#6rQ#v#r or Architect Name who developed the Lucas A.Turner • • • Evaluati ort • • • •Florida Ucerle PE-58201 • •••• •••• Qualit-PA•96urarce Entity Keystone Certifications,Inc. ••••••Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE � Validation Checklist-Hardcopy Received Certificate of Independence FI 130 0 R3 COI EvaiReD CWS-373B(PW-8300. 120x48,IMP_l.Ddf Referenced Standard and Year(of Standard) Standard Year 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 https://www.floridabuilding.orgtpr/pr app_dd.aspx7param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 1/3 t 8/21/2015 Florida Building Code Online Equivalence of Product Standards 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 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 72". Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R3 II CWS-433B(PW-8150 36x72 IMP)odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other:PW-8150,36"x 72",DP=+/-75 psf. Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27 odf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRep CWS-4338(PW-8150.36x72. Glass complies to ASTM E1300-04. IMP).odf FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC FIg/FIn Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FI 13010 R3 II CWS-5108(PW-8150.CONTHDSL.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:+67.5/-67.5 Evaluation Reports Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8"x EL13010 3010 R3 AE DuPont PVB NOA 13-0129 27 odf 72".Outer lite must be safety glass above 30 ft.In HVHZ. FI 13010 R3 AE EvalReo CWS-5108(PW-8150 CONTHDSL Glass complies to ASTM E1300-04. IMP).odf FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02 Ddf Created by Independent Third Party:Yes • • •••• 1301;.3,**, PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". • • •••••: Limits of Use Installation Instructions •• 0000 • • Ap&Vid$r use in HVHZ:Yes FL13010 3010 R3 II CWS-373B(PW-8300.120x48.IMP).Ddf •• • Appr~lftr use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 • Im R Stant:Yes Created by Independent Third Party:Yes • Des�i�n Pre sure: +70/-70 Evaluation Reports ••••• •••• ?1, 1300,�Qlr1300, 120"x 48",DP=+/-70 psf.Large Missile FL13010 3010 R3 AE DuPont SGP NOA 11-0 24 02 odf •••i•• •• • Impaj?13W4 complies to ASTM E1300-04. FL13010 3010 R3 AE EvaIReO CWS-373B(PW-8300.120x48. • • • ••••: • •• •••• FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.12df • • • ••;••• Created by Independent Third Party:Yes •••••• •• •• • • • • 1301§.4. • PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. •••••• •••• • • Limits of Use Installation Instructions •••• Approved for use in HVHZ:Yes FL13010 n R3 II CWS-159D(PW-8300.7206,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 Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Max.size and OP's.Outer lite must be safety glass above 30 ft. FL13010 R3 AE DuPont SGP NOA•11-0624 02.ad In HVHZ.Glass complies to ASTM E1300-04. FL13010 R3 E EvalRep CWS-159D(PW-8300,7206. IMP).odf FL13010 R3 AE ODanex(Mikron)NOA 12-1017 02.12df Created by Independent Third Party:Yes F---.-k] Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOcALf2A%3d%3d 2/3 8/21/2015 Florida Building Code Online 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 H 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 hXL. Product Approval Accepts: 9MV MkTRICY a • • 0000 • •• 0000•• • 0 • 0000•• •0000• • 0 • • • • • • 0000•• • 404,909 0000 •• •• • • • 0000• ••0• 000000 0000• •• • 0060 • • • •• 0000 •0.00• ••00•• • •0000• •• •• •0.0•• • • • • •00.0• 0000 • • • https://www.flotidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsOcALf2A%3d%3d 3/3 URNER 1239 Jabaza 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"nit size DP55 or 72"x 76"nit size DP67.5 (DP65 outside HVHZ) 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 5t' 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 Port,FL 2) Approval drawing CWS-159D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and 4A,and NCTL-210-3955-01 and 4A,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 39544A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-1591). Limitations of Use: This product: • 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 .06.1s;lar a missile impact resistant and does not require the use of shutters :0000: '0' May h ase j in the High Velocity Hurricane Zone 000.. • 0 ••'0•'Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade 0 Requhsgi&ing as hown in pont er per Miami ad 0:0 0 0 0 .••NOAJ4 624 02 ms DP65 or 6W5 nits r Dupont,with VB Interlayerlther N iami Dade NOA 13- "06:00 3- ••••• •••: 0129.Zlt'ftt DP55 nits P 00000 .0%o .Requis8?17uanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 :0000: I'have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find • �.••1 they co*igg"ly.with the requirements of the 5"Ed.(2014)Florida Building Code for use in this • • product. .. • 0 . • 0000.. 0000 . deet cation 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. ��ti`rt�®o®ptra+r €W „�; too 58281 %'P Z-0% 4/18/2015 12 STATE of Lucas A.Turner,P.E. '•>,O�'F;•'4� ®�,�, .•'��.`�` FL PE#58201 2016-04-192213-04.00 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED CNOMEMM TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S FLORIDA E AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW CFLORI DEFINED IN ASTM E 1996 PER THE FBC. 491/4, 731/4• 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH Im PVC MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED O,THOSEHOWN ONS HEA2.L INCLUDE,BUT ARE PICTURE WINDOW GL45 lAr 69 ASS OLD GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ---------------- GLASS TABLES ASTM E-1300.04. �n v -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES c o I I I ASTM E-1300.04. -- -- I -- 771/4• I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 1 j Y o o MAX I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR F W ¢ Q m OVERALL 73 DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z o v7 MAX• i I HE HTI ANCHOR CALCULATIONS. Q z LL FLANGE OVERALLB I I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT a o C13 HEIGHT I I I M X I REQUIRED. Wrr ¢ O MA7Xr I OLu cc i UNIT O I 7.ALL FRAMES ARE FULLY WELDED. o ¢ Fa HEIGHT c -w UNIT I &SERIES/MODEL DESIGNATION PW-83W. a a HEIGHT I I I i a a W TION X AND O STAND FOR THE FOLLOWING: > > > > I I i G 9.THE DESIGNA 691/8• O L 6 I i 0 -FIXED SASH. •• GLASSI 8 I I � Um < DLO B 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z DLO C I I LOCATION. ".1111 REI1WO I 8 I `O s w O I `JVP..��G ACg4S'% ��M I I 1 8 I No 582D1 s,r ------- -- ---------------- A A = ai 'ae: 8 13 It STATE OF OP ,II+►is��NAia��,,�� z� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 •• 00: • • • • • •• 1239 JABARA AVE. NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • SFIEET DE •• ••• •• • • • •• GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPE&.................2 w n •• • GLAZING DETAILS.................................3 ANY 48 X 72 +- • • • • • • • • ADE 05/05/07 SECTION VIEWS....................................4 • • DWG o: REV.: EXTRUSIONS&B.O.M...........................6 NON-HVHZ „ „ +/-65 PSF •. I•ARGEMSOILE•INIPAO�" ANCHOR SCHEDULE&NOTES.........6-7 72 X 76 •• • • • • CWS 159 D INSTALLATION DETAILS.......................8 HVHZ +/-67.5 PSF •• • • • ••• • SHEET 120 1 OF 8 or ••• . . . . . . . • •• .• ... .•• • . • .. •. ... ... . 0 oge =rlEMffl 1900 SW 44TH AVE OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE POVAL"I FULL CIRCLE TOMBSTONE o 0 � waam 2 N N Z CD ui U �a � a a W > > > 5 0 12 CIRCLE v m ¢ z ••sssass ORE lj�f��i -OCTAGON TRAPEZOID v' No 58201 ��Oy STATE OF NOTES: 4 ..IIA*rl%I,'•• 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. �:z_ 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 01 3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF FL Al#RA AVE.RECTANGUI�I INJI�W$OSI SHIWT 1.• • •• 1238 JABARA A ANCHOR• • • • • • • • •/�N NORTH PORT,FL 34288 4.MUST FOLLOW NG I A W**M§CTbALfLANGCETS D&7 WITH WINDOWS ANCT PH.941-380-1574 1/4 CIRCLE TRIANGLE SPACING VFafft •�1L I VG H F�1� RODUCT. ARCHITECTURAL SHAPES DRAWN BY: DATE: • ••• • ••• • • ADE 05/05/07 •••• • •••• •• •• • • or. • • • • • • • •• • • • • • • CWS-159 D •• • • • ••• • SHEET 1:1 20F8 ••• • • • • ••• • • • •••• • • • • • • • • •• • • • •• •• ••• • • • ••• • • 9safflim4a 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT Lu o0 W C } 1.OVERALL 1.OVERALL F W ¢ ¢ m a co 3/16•ANNEALED or TEMPERED 3/16'HEAT STRENGTH or TEMPERED cm1 4 c� &!` Zz LL �i 1/2•AIRSPACE 3/8•AIRSPACE a o (q 5!16'LAMINATED 7/16•LAMI GLASS zq ` p w w w 1/8•ANNEALED 3/16"HEAT STRENGTH c ao i a 090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER < �'� < 8 1/8"ANNEALED 3/16•HEAT STRENGTH 0. p O U m ¢ O 6 PURFECT GLAZE"H" 6 PURFECT GLAZE•H" Z SIKAFLEX 552 SIKAFLEX 552 tttttneegef ,•�dt002REW 10 1/2"GLASS SITE 10 1/2•GLASS SITE ,J��qr�•v\G E N i�• 7 7 -4 ' � STATE OF 1��V0 + GLASS TYPE:A ] GLASS TYPE B 4/1 1/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. •• •• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941 •• ••• •• • • • •• GLAZING DETAILS MAX S� DRAWN BY: DATE: 00* •• • • • WGLASS TYPE WXH ADE 05/05/07 • • DWar. .•• A 48 X 72CWS-159 D B 72 X76 SHEET 1:1 30F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 4 cmmmgw 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC INTERIOR 7 s 8300 PVC s e e s PICTURE WINDOW o s B IMPACT 7 7 � � aoo wginoj: 11 F W in 8 9 z co SECTION VIEW B-B 4 p t t t 11 t v � o N N Z W oW W 0 D. o a 0000 �i Lu a a a y W INTERIOR O U m Q Z `�p��p3.tORE4y T iii 5z Z-4.* No 58201 ;p l. 2:•: * S*-Z 11 8 8 90;••STAT£ QR �4�+~ to ❑ ,��4S�OPis`E�i��, z� p Elg 4/11)2015 LUCAS A..TURNER,P.E. 0 o FL PE#56201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 7 s • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • SHEET DEBCR •• ••• •• • • • •• SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ••• •�• i ••i ••• ••• ADE 05/05✓07 • • • ••• •• •• • • owe& REV.: •• • • • • • • • • •• • • • • • • CWS-159 D 000 SGALF-* SHEET 1:1.33 40F8 or *00• • • • ••• • • • • • • • • • • • • • •• •• • • •••• :0• •• ••• • • • • PARTS LIST FRAW CORNER CONSTRUCTION 21D ��ITEM PART# DESCRIPTION VENDOR MATERIAL ` ZOW 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCMA 2 H-60068 FRAME, PW, MAIN,SILL MIKRON PVC WWWW CWS.00; ala 3 H-60068 FRAME, PW, MAIN, L.JAMB MIKRON PVC ` 4 H-60066 FRAME, PW, MAIN, R.JAMB MIKRON PVC CORNERWELD(ALLSIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC �"�'� PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK.,85 DUR., 1/8"x 5/8"x 2"LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SIKA SILICONE 9 P-3752 CAP PLUG, 1/2"HOLE M&M SILICONE h o 10 S-6064 GLZ BE., FXD. (1"O.A. I.G.) MIKRON PVC 11 GLASS SEE SHEET 3 LL www .. Iw— wQam 4 W z O 3 1/S• 3 1/8' 0 D W 'uLucc a m i a 1 2 3 4 5 a w W w °� 21/16' �� 1/16" �J� 1/16" _ _ � 0U. 4f DU [DQZ 0 2 7/8' �tiltttfl)�i� v t No 58201 'q��5 PVC FRAME FLANGE-H-60066 11 STATE OF ."4: b PVC FRAME FIN-H-6006A �lw Z� 4/11/2015 LUCAS A.TURNER,P.E. vts" t/2^ FL PE#58201 7/8" tp .>S 1239 JABARA AVE. 3116' • •6••• NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • T ESCRI PVC GLAZEBEAD-S-6064 SCREW SSPPOPIT-P•31130 • • •• EXTRUSIONS&B.O.M. DRAWN BY: DATE: • 0:4 • ••• • • ADE 05/05/07 • • • ••• • • • • DWG •• • • • • • • • • • • •• • • • • • • CWS-159 D •• • • • ••• • SHEET 1:1 50F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 14'MAX.O.C.(TYP.) 4'MAX.(TYP.) e'MAX.O.C.(TYP.) MND yrEM483 6'MAX,(TYP.) SEE NOTE 2 r MAX�)TM7 SEE NOTE 2 1900 SW 44TH AVE. 6-MAX(TYP.) OCALA,FLORIDA 34474 ---------- ---------- WWW.CWS.CC I I I I I I I I 8300 PVC ir MAXO.C. I PICTURE WINDOW I INSTALLATION ) I I INSTALLATION IMPACT II ANCHOR(TYP.) i I ANCHOR(TYP.) MAX O.C. I Lu Y W W W1oo >• I I I I- w ¢ am I I I I co I I I a oz woc I I 0. W I I fa a d 2 5 ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) o U m ¢ O DP+/-66 PSF DP+/-55 PSF Z "'JillUillil v: NO 58201 '..VS pro: NOTES: 9�C1; STATE OF :AV 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. ... . .. q,�S�OPdAl�N•i� 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 8#91511 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ZY Z_ 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. `1/1111/2015 01 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. 1239 JABAR BE PROTECTED TO PREVENT REACTION. FL # A AVE.A 5 INSTALLATION NSTAL AT IN TABLE ANCHORS SHALL AA 8 BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT Bra CS*EDTN 9UBSTF*,TBIb WMTI IST`EPO THS LESS THAN THE MINIMUM NORTH 941-380-1574 P;PORT,FL34288 SPE6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BL�11• p •• • • • •tt•• • SHEET D INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SU .D g 4S•6'SF-Y,I"BSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X 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 METALDRAWN BY: DATE: •• •�• ••� ••• ••• ADE 05/05/07 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD:N4NST#LLED T%WVi NSRER WIND LOADSWO-rHE STRUCTURE. a .. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAYONOTOE CRAOKEIP • •• • i • • •• i i CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURR111QT VERSION OF THETHEFERENCE DWIMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) 120 6 OF 8 or • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • avnNomm ilmm 4-MAX(rYP.) TT 8'MAX O.C.(1YP.> 6'MAX(TYP.) 7 5/8'MAX O.C.(TYP.) SEE NOTE 2 4•MAX 1900 SW 44TH AVE (TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6'MAX(TYP.) W W W.CWS.CC ———————————————— ———————————————— I I 8300 PVC PICTURE WINDOW 75V I MMAXD.C. � IMPACT MAX O.C. (TYP-) I I "P.) INSTALLATION I INSTALLATION a o 0 O ANCHOR"P.) I O ANCHOR MR) W Lu Y u<,- W I I- waam I �t Lu I a ¢ F cc I a _d I I aaa. aLu > > > > O ———————————————— ————————— O U m ¢ Z ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ��PNO�R �4 DP+/-65 PSF �� W r ij DP+/-65 PSF 9Q STATE OF 'w NOTES: i�,nS,A t • 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. i,�sg.... 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 10111411y 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 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. BE PROTECTED TO PREVENT REACTION. FL # A 12AVE.39 JA BARA A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT Bt A9ED " VS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. • • •• • • • • • PH.941-380-1574 SHEFT DIP 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE(CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD%UWS!IF SSE •O •dSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND 9MTRIM-4 •• • Q � 155 ANCHOR SCHEDULE& 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:X FOR MASONRY,1•FOR WOOD AND METAL DRAWN BY: DATE: • 000 • 000 • • ADE 05/05107 S.WOOD OR MASONRY OPENINGS,SUBSTRATES SHALL MEET THE MINIMUMTRENGTH REQUIREMENCKS AND BUCK FASTENERS TS AS SHOWN IN TABLEBE PROPERLY G ED BY THE ARCHITECT OR ENGINEER OF RECORD SHEET S. CONCRETE ETE AND MASONRY SUBSTRATESINOE�CQA�•F�i!f W D=CO:1IE STRUCTURE. DWG#. R • • • • • • CWS-159 D • •• 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURMUT VERWON OF THEftEFMENCE Db MENS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300MXTERIOR DOORS) 1:20 7 OF 8 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 MIN.EDGE DIST. SEE TABLE 1op W W W.CWS.CC SEE TABLE 1 1/4"MAX.SHIM MIN.EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE i MIN.EMBEDMENT 8300PV PERIMETER SEALANT SEE TABLE 1 SEE TAA BLE I ANCHOR pIrl PICTURE WINDOW DMENT INYSIIDEE AND OUT SEE TABLE I IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4 MAX.SHIM .- PERIMETER SEALANT O BYRINSTALLERIMETER � a o BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR LLIu X p p } SEALANT BEHIND SEE TABLE 1 t- w Q a in FLANGE BY INSTALLER SEHIND BAY INSTALLER g tp?u W Z HORIZONTAL SECTION HORIZONTAL SECTION c~ ¢ O 14STALLATION ANCHOR o N SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE S c ; HEAD AND SILL SIMILAR FOR FIN INSTALLATION a w ir Z w CC a a 0 o a a ~ � CC o a o a IL a a w 1/4"MAX SHIM a U a0 Q Z SEALANT BEHIND FLANGE BY INSTALLER aaplaiiriq PERIMETER SEALANT MIN.EMBEDMENTBY INSTALLER ,��QP.•v�L E N`4F'"•, �,i INSIDE AND OUT SEE TABLE 1 Z Na 58201 ,�?S fro: ;tta SUBSTRATE BY OTHERS .0.. STATS pF .�4u SEE TABLE 1 MIN.EDGE DIST. kA�: SEE TABLE 1 SEALANT UNDER SCREWrll.TlAL SECTION �4OFS'•t„p,...... HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE ��isiONA�aN�� X� 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MK) 3/16'ITW TAPCON 1-1/2' 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT FLANGE HOLLOW OR GROUT-FILLED CMU 117 PCF M W 3/16"ITW TAPCON 1' 2" BY INSTALLERO• ••• • • • • • NORTH PORT,FL 34286 INSIDE AND OUT • • • • • SHEET�•• • �•1 PH.941-380-1574 FLANGE CONCRETE(285 KSI MPJ.) 3/16"ELCO ULTRACON 1' 1' • rDY RO A Y 4 •• •&SJV Fj0X*WE WSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"mN TAPCON 13/8" 7/8" •• ••• *MEAD AND SILL SIMIIAA 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, DAAWN BY: DATE: 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITFULL THREAD UP TO AND�ICLI jD11�G A B(�C-FRA�I��PPLICq=ION IyNCCEPTABLE PROVIDED: ADE 05/05/07 FLANGE ( KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16' • • • • • • • • • MIN.1/1'RILLETiOF C04ORUCTOA-GRA!E ADI�ES�I/E CAULK IS APPLIED Wa° R FLANGE 1/8'ALUM.(6063-75 MK)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE�Ojr- 911% IBf IN fALL¢t CWS-159 D 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PROD NQRDAN %:W j tQUIREMENTS ASFW 2XMIN SOUTHERN PQM(G=0.55) #8WOOD SCREW 1-1/2• 7/16" SHOW RGE WINES. SHEET 1:2 8OF8 ••• • • • • ••• • • • • • • • • • • • • 000 0 • • ••• • • 8/5/2015 Florida Building Code Online g t Rota Depe td SCIS Home Loy In User Registration I Hot Topics I Submtt Surcharge M Stats&Facts Publications I Fat Staff SCIS Site Map ( Unks I Search BU' Proessi I Product Approval USER:Public User Regulation p uct Approval Menu>Product or Anallcation Search>Application ust>Application Detail FL# FL14850-R2 � Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss 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. • • 0000 • •• Ocala,FL 34474 0000•• • • • • • • • • (352)368-6922 Ext 291 •••••• jlathrop@cws.cc 0000•• • • • • • • 0000•• •i•••• ••••Categor#• •• Exterior Doors ••••• •••: Subcateg94•• Swinging Exterior Door Assemblies 00000 00 0 0000 ••••: •• ••0CompliaR&*f4ethod Evaluation Report from a Florida Registered Architect or a Licensed Florida :0000: • • •••••• Professional Engineer • •••••• •• •• •••••• � Evaluation Report-Hardcopy Received 0 • 0 0 0 0 • 00 • • • • •••••• ••••••Florida E!hgine&or Architect Name who developed the Lucas Turner •••• Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R2 COI EvalRep CWS-6416(FD-8750.IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%3d9'o3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products [Approved # Model,Number or Name Description 850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. mits of Use Installation Instructions for use in HVHZ:Yes FL14850 R2 II CWS-6418(FD-8750.IMP),ndpproved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 mpact Resistant:Yes Created by Independent Third Party:Yes esign Pressure:+70/-70 Evaluation Reports ther.Large Missile French Door w/Sidelights,Max. French P 14850 R2 AE DuPont PVB NOA 13-0129 27.Ddor 6'x 8r,Max.Single Door 3'x 8',Max.Sidelight 3'x 8',DP FL14850 R2 AE DuPont SGP NOA 11-0624 02.odf -70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalRep CWS-641B(FD-8750.IMP).odf FL14850 R2 AE Ouanex tMikronl NOA 12-1017 02.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an ANEW 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 • • • m$"to is entity.Instead,tooted the office by phone or by traditional mail.If you have any questions,please tooted 850.487.1395.*Pursuant to Section • • •••• 455.275(1yy41Eryia Statutes,effadWe October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have ••••: • one Thi SrtTalls ded may be used for oRitlal communication with the licensee.However small addresses are public record.If you do not wish to supply a personal 406004address,please provide the Department wtth an email address which can be made available to the public.To determirre N you are a licensee under Chapter 455,F.S., 6••••6 • • • • Please dick 1!�t€. •• • %%.: Product Approval Accepts: 410 41•••• •6416 4141 4141 In im 19 E 4141••• 4141•• 000000• • secairi +trrx:cs 416.66 4141 • 00410 • • • •• 4141•• 06.410• • • • 41••66• • ••6.41• 06 •• •4166•• • • • • • 41 • • 4141 6664100 0*00 • 6 • • ••66 https://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGr-3pWxjAQ%2f%2fSOvrN i4XRGwKNsNoA%3d%3d 2/2 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. 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 5t' 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-641B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,-IA,-113,-1C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641B. Limitations of Use: This product: • •••May be used in up to 79"x97"XX sizes,40"x 97"X sizes,and 36 3/16"x97"Sidelite sizes, ....; • ***o with gj!".lee es and max.glass daylight sizes as shown in CWS-641 B pressures •••••• ••f •Is Lari@ Xj4ilImpact Resistant and does not require the use of shutters to 9 May be i sed in the High Velocity Hurricane Zone •• • Ancharsinditated in CWS-641B shall be pan or hex head type and shall have ahead or washer ••••• ••• jinteggWd b=separate)diameter of 0.420"min. ...... • Requires*Mpont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 •••• ••:••RequQ;Ajont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27t •. .Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.021 .:.... .t i have eVa'Atex the interlayer and framing materials in these Dupont and Quanex NOAs and find •a#vat 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 'g'A 4/18/2015 Lucas A.Turner,P.E. ¢ FL PE#58201 ,� STATE OF �4u 100 2,018-04-18 22:03-04:00 Nie,/0NAI�I�.t GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT VwNs&M710mm EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79"MAX.FRENCH DOOR WIDTH 363/16"MAX IN ASTM E 19%PER THE FBC. W W W.CWS.CC SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) PANEL W Aa W ID H 3.CONFIGURATIONS:SINGLE OUTSW ING,SINGLE OUTSW ING 8700/10/50 PVC 26 5Ar 22 5/8' w/SDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO D w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: I UP TO 6'8': � .• 97" A.DOUBLE BORE w/iWO(2)INTERIOR FLUSH BOLTS. 97" -- -- MAX HANDLE SET @ 36" T ° IW MAX UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. a UNIT EHEIGHT HANDLE SET @ 34" O HEIGHT E C.MULTIPOINT(4 PT.) Y W C C D 94 SW HANDLE SET @ 34" Q m 953/16' t z 12 MAX, ABOVE MAX �( �( FLUSH BOLT ON PANEL INACTIVE PANEL I PANEL A.MULTIPOINT(5 PT.) t� Z HEIGHT HEIGHT HANDLE SET @ 34" LL O B d o N 5.DESIGN PRESSURE RATING: F3 $ z > GLASS 11 83 5M"SEE GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND W W O w GLASS TABLES ASTM E-1300.04. a a a.. DLO NOTE 4 t �O -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER i INFILTRATION TEST PRESSURE AND GLASS TABLES W 40'MAX SINGLE ASTM E-1300-04. j ?loz A DOOR WIDTH D C 6.ANCHORAGE:THE 331/3°16 STRESS INCREASE HAS NOT BEEN USED37 5/8'MAX 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m a PANEL WIDTH DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD FRENCH DOOR SIDELITE 26 5V ANCHOR CALCULATIONS. ,��tuuipl�ej LASS DLO A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE �0gr�.�•NGNg•rG��i�� 81/2, NOTE: NOT REQUIRED. JG,' HINGE SPACINGS ARE 8-1/2' Zvj No 58201 %-P: 97" j FROM ENDS AND 20"MAX O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS MAX 20" FOR 81"TO 97'UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. HESTATE OF - IT :9; .�+ HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. ��p; tq� 3/18" 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ��,Fg�•,�.,,1 O I X-OPERABLE SASH,O-FIXED SASH MAXM PANELB X I B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILARHEIGHT X� LOCATION. 84 3/16' 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. GLASSSEVERESEVERE WEATHER. FL PE#58201 DLO NOTE 4 t 1239 JABARA AVE. I •• •"OtiALIFIED&LTERNAWIVE kWKSET/DEADBOLT HARDWARE IS NORTH PORT,FL 34288 e •GRADE 2 BY NAMEX ANDUELANY. 81/2' • • •• e • • • • PH.941-380-1574 AtL ID d4PPL�'•TO ALL CONFIGURATIONS,MULLED OR SHEET DESCx OnVN: • ••• e••N LL6p N S.e •• GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES&ELEVATIONS........1-3DRAWN W DATE: GLAZING DETAILS...................................4 TYPE MAX. PANEL SIZE DESIGN PRESSURE WINQ. e IMP#4pT R/;TINC74 SECTION VIEWS....................................5.7 SINGLE • • • • ADE 09/08/11 BOM..........NS.............................................a 37-5/8"x 95-3/16" •.: VR&EMIS§IL-9 4,ACT CWS-641 EXTRUSIONS.............................................s FRENCH •. ANCHOR SCHEDULE&NOTES..............10 INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" •• • • • ••• • scuE: SHEET 1:35 1 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 36 3/16•MAX 151 3/8"MAXUNIT WIDTH SIDELITE WIDTH MAX FRENCH DOOR WIDTH 19 W 1900 SW 44TH AVE. OCALA,FLORIDA 34474 33 5/8' 376V MAX W W W.CWS.CC PANEL W IDTH PANEL W IDTH 8700/10/50 PVC 97" SWING DOOR UAX NIT IMPACT HEIGHT 94 518' 95 SIDELITE Q X X Q PANEL" v v ¢ HEIGHT HEIGHT $ o FLUSH LT 83, ON84 3/16• W ¢ m SIDELITE SEE INACTIVE DOOR GLASS NOTE 4 PANEL GLASS Z DLO S�1 DLO O :! ,R to lu R Z > w w O cc 22 5/8' 26 5/8" a a GLASS DLO GLASS DLO w FRENCH DOOR w/SIDELITES Lu > > o ro 4 Z $t►►0ttiytt� 1153/16"MAX UNIT WIDTH 763/16"MAX UNIT WIDTH �0�g PCO ..TG��i� �� P..•�G5Ng•• 'p36 3f1 6' SIDELITE WIIDTH MAX FRENCH DOOR WIDTH 363/16"MAX. 40"MAX SINGLE ,S No 582[79••• A SIDELITE WIDTH DOOR WIDTH S *; ;*3 33 5!8'MAX 37 5C MAX 33 5/8"MAX 37 SW MAX PANELWIDTH DOOR WIDTH PANEL WIDTH DOOR WIDTH ��i��F�p<to R t®p�q`tlro e 9T ��hgMAX iONA UNIT MAX HEIGHT UNIT HEIGHT 95 3/16" 94 5" 845/8" PANEL LUCAS A.TURNER,P.E. SIDELITE Q X X p�jE� HSIDELITE EIGHT Q X HEIGHT FL PE#58201 HEIGHT FLUSH HEIGHT • •• • • s •• 1239 JABARA AVE. NORTH PORT,FL 34288 835 ' BOLT i 83 8'• i i i i 843/16" PH.941-38D-1574 ON _ 843116' DOOR • SIDfcLI�E • •S • • DOOR SHEETDE3Ca TM: DLO OTE 4 PANEL GLASS •• 9 i to ••• DLO, SHT1 GENERAL NOTES AND SHT1 DLO ELEVATIONS DRAWN BY: DATE: • *00 • ftADE 09/08/11 GLASS DLO GLASS DLO i i i i•*GLASS DLO • LAOS qL0 G s: EV: •i i• • • • ��•,,,,,,��0..•��0 • CWS 641 B FRENCH DOOR w/SIDLITE •• • •SO4PEE D"`if��11V1kf SCALE: SHEET 1:35 2 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 40"MAX.SINGLE -- 79"MAX.FRENCH DOOR WIDTH 363/16"MAX. ((sIXIUrItUUU(i�/(�—]1 DOOR WIDTH SIDELITE WIDTH VMDOW SYSTEMS 37 5/8"MAX. 375/8"MAX 33 5/8'MAX. 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 26 518' 26 5188" 22 518" W W W.CWS.CC GLASS DLO GLASS DLO GLASS DLO �— 81/2' NOTE: 870010/50 PVCs HINGE SPACINGS 81" FLUSH ARE 8.1)2"FROM 81" FLUSH 61" SWING DOOR MAX. BOLT 215/16" ENDSAND21-5/16" U� �T U� IMPACT UNIT MAX O.C.UP TO HEIGHT HEIGHT HE04T 81"UNIT HEIGHT. � 793116' 78 5/8' PANEL79 X HEIIGHT EL X 4 9X HEIPANGHT O a v HEIGH 3/16" 10 r LASSSEE 683116' SEE GLA/SSS w o DL NOTE 4 ULOO NOTE 4 DLO w a m ' SHT1 SHT1 81/2" 9 e o (q SINGE DOOR FRENCH DOOR SIDELITE j O Lu Lu w CL a a it U U O W > > O to Q Z %,,��►il///Il!!!lI 1513M*MAX UNIT WIDTH 112 3/8'MAX UNIT WIDTH ,,��0 .....mss•, 36 3/16'MAX 79"MAX FRENCH DOOR WIDTH 36 3/16"MAX 40"MAX SINGLE ��6• v F'•,�y SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH v No 58201 33 5B'MAX 37 518"MAX 33 5/8'MAX 37 5/8'MAX *; k PANEL W IDTH PANEL W IDTH PANEL W IDTH PANEL WIDTH ' :9; 6TATE OF .w+' 81' FLUSH 81' FLUSH ',,��O�F�1 R;�P•"�cn MAX BOLT UM IT BOLTUNIT iOIyA' HEIGHT 79 3/16' HEIGHT 79 3/16" 78 51W DOOR 78 5/8" PPAANOE Z� SIDELITE PANEL SIDELITED. HEIGHT O X X O HEIGHT O X O HEIGHT HEIGHT LD 883/1 683/16 LUCAS A.TURNER,P.E. DOOR 67 518" FL PE#58201 SEE GLASS SIDELITE DOOR 1239 JABARA AVE. NOTE4 DLO GLASS• • • GLASSNORTH PORT,FL 34288 • • • • • DLO SHT 1 •DLO •• • • • PH.941-380-1674 • DESCRIPTION: • •• • GENERAL NOTES AND GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELEVATIONS �" DRAWN W. DATE: FRENCH DOOR w/SIDELITES • ••• • ••SINGLE S&R JIDELITES ADE 09/08/11 •• • • • • • • • • • • •• • • • • • • CWS-641 B sca<E: SHEET 1:35 3 OF 12 ••• • • • • ••• • • • •• •• ••• • •• •• ••• • • ••• • • GLASS TYPES �j� MAX.UNIT WI HEIGHT SIDELITE SINGLE 1900 SW 44TH AVE. 1'OVERALL 1"OVERALL 1' A A A OCALA,FLORIDA 34474 B B WWW.CWS.CC 33(16'TEMPERED 3/16"TEMPERED 5/16'AIRSPACE 316"AIRSPACE $700/10/50 PVC 112'LAMINATED 7/16"LAMINATED SWING DOOR 3/16'ANNEALED 3/16"ANNEALED IMPACT M DUPONT PVB INTERLAYER 424 SENTRY GLASS TONOPLAST INTERLAYER m . 3/16"ANNEALED 3116"ANNEALED a a O SIKA-SIKAFLEX 552 or SIKA-SIKAFLEX 552 or 11 HENKEL-PURFECT GLAZE"H" J11 HENKEL-PURFECT GLAZE"H' o wam LLL O 314"GLASS BITE 3/4"GLASS BITE o ¢ ¢ O w 1cr 0 10 a a a a a � w > > o m Q OZ 1 1 ,��gt+Eulerq� ,s�J�Pg10RE1y l�i��i .`ci, �v l� No 58201 y 9% STATE OF 0 R rl VD. �'1�iS1�NA��t#A zz 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. •• •• • • • • • •• NORTH PORT,FL 34288 i i ••i i i i i i PH.941-380-1574 • •• • • • • ••• • SHEET DESCRIPTION: GLAZING DETAILS GLASS TYPE A GLASy�TYPg p DRAWN BY: DATE: • • •• i ••i ••• ••• ADE 09/08/11 • • • ••• • • • • DWG#: EV.: •• • • • • • • • • • • •• • • • • • • CWS-641 B SCALE: SHEET 1:1 4 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• INTERIOR Ustyrammis 68 7 4 45 46 61 68 7 1900 SW 44TH AVE OCALA,FLORIDA 34474 www.CWS.CC 1 6a 8700/10/50 PVC SWING DOOR 1 IMPACT ,a 1 1 Lu Lu U � � o 6 41 , 4 18 4 6 N 4 0 0 CC 5 cc U U SECTION VIEW B-B > > o m Q OZ t H rirrrr7' INTERIOR �p`y P�.....K`�TG�,�� v: No 58201 ALTERNATE 1 ALTERNATE 2 STATE OF 41. 4/18/2015 4 r z�- 5 MORTISE LOCK w/FLUSH BOLTMULTIPOINT LOCK LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE •• ••• • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 14 • •• • • • • ••• • SHEET DESCRIPTION: 69 •• ••• •• • • • •• SECTION VIEWS g SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: • ••• • ••• • • � 1 10-12,13,15-17,22,43,48,54,57-58 • • • • • • • • • ADE 09/08/11 • • • • • • • • • ITEMS NOT USED IN VERSION SHOWN: •• • • • • •• • • • • WG#: R .: SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,6.0+02,65rb,72,76 i ••• i•• ••• CWS-641 B SCALE: SHEET 12 5 OF 12 ••• • • • • ••• • • • •• •• ••• • •• •• ••• • • ••• • • Qmtyrepm�m 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC INTERIOR 8700/10/50 PVC SWING DOOR 7 st 3 41 1 14 1 ss 7 IMPACT I I I I ^ o w ¢ m z ¢ ¢ O w 0 0 � > > o 19 4 4 1 1 66 13 4 2 1 4 1 18 19 444 6 m ¢ Z tptOtilrr SECTION VIEW C-C Z:l`iQ`�,PNG r No 58201 •L�9 ;*Z X90; SSATE OF ��W� 4118/2015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE. • • 00: • • • • • NORTH PORT,FL 34288 • • • • • • • PH.941-380-1574 • •• • • • • :0: •• • SHEET DESCRIP •• ••• •• • • • •• SECTION VIEWS FRENCH DOOR NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: • ••• • ••• • • ADE 09/08/11 TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36.39,43,54,57 • • • • • • • • • • • • ••• • • • • DW #: REV.: ITEMS NOT USED IN VERSION SHOWN: •• 0• • • • • •• CWS-641 B 8-9,15-16,25,40,42,45-46,48,52-53,58,%jt,76• • • 000 • scaLE: SHEET 1:2.5 6 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• 0 • 0 000 • • 6 INTERIOR 53 g UseprEmmis 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC NG DOOR e SWIMPACT 19 � '- 6 5 w w � m 40 19 4 4 N SECTION VIEW E-E a o to > s ¢ O a a � O � SEALANT APPLIED TO a ADJOINING FACES a a w 8 1 BY INSTALLER > m Q z INTERIOR ',s�unuy��i #10 HEX WASHER HEAD TEK ♦JPG:✓`iG S•TG�,i�i JOINING DOOR FRAME TO SIDELITE. '•;SFS 6'FROM TOP AND BOTTOM ,+,v: No 58201 ';-r 1T MAX.O.C. * i* now 13 STATE OR i4U a "prS «••' 6 V /18 15 `1- 5 LUCAS A.TURNER,P.E. SEALANT APPLIED TO #10-24 x 1-3/4'TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. BY INSTALLBR• •• ••%EE%H&7j!!!3 FOR HINGE SPACING. NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • SHEET DESCRIPTION: •• ••• •• • • • •• SECTION VIEWS 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43,57 ••• •:• 0 •• i ••• ••• ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: • • •• ••• • • • • C_B: EV.: 1-3,6-15,17-18, -3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,4U2,54W,5.8-6 ,6t7474.76* •• i i CWS-641 B SHEET 12 7 OF 12 ••• • • • • ••• • • • •• •• ••• • •• •• ••• • • ••• • • PARTS LIST PARTS LIST ITHM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR 1 1-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS Gwom 2 1-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P-5134 SCREW,#10 X1-3/4'FLAT SQUARE TYPE F @ HINGE FASTENAL 3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELITE FOAM HO PRODUCTS 1900 SW 44TH AVE. 4 H-1860 REINFORCEMENT,VERT. ALUM KEYMARK 54 P-5157 SCREW#10.24 x 1/2",FI Undercut PH,18-BSS @ KEEPER FASTENAL OCALA,FLORIDA 34474 5 H-1861 REINFORCEMENT,HORIZ ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER 'TEAM WWW.CWS.CC 6 H•1878 MAIN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FN,BLACK ULTRAFAB 7 H-1880 MAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X3/4"HEX WASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC 8 1.1881 MAINFRAME,SIDELITE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#8.32 x 1-1/4 PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 1-1900 MAINFRAME,SIDELITE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTTNG BLOCK,1/8X1 X2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIAKFLEX552 or PURFECTGLAZE'H' SICA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 12 P-3503 SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELTTE ALUM KEYMARK m 13 P-3511 SCREW#8x5/8'SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK 4 4 F 14 P-3587 SCREW#8 X 1",PH FLAT TEK @ ASTRAGAL,NSERT,LOC FASTENAL 64 S-1840 COVER,HEAD,ANCHOR ALUM KEYMARK zz 15 P-3767 SCREW,#10 X 1'HEX HEAD,TEK @ SIDELITE FASTENAL 65 S-1849 INSERT,NACTNE PNL,LOCK HARDWARE KEYMARK g 16 P-4146 SCREW#8 X 3/4 PHIL,FLAT SS TEK @ SIDELTTE SHIM FASTENAL 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARK [ w 17 P 4278 FUZZY PAD,.200'x 1.250'W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK w ¢ m 18 P-4522 #10 x 1 1/4",PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK m 19 P-4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARK ZLL LL O 20 P-4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK v o to 21 P-4794 SCREW#8 x SW SQ.FLAT TEK @ INSERT ATTACH FASTENAL 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MICRON Z > 22 P-4802 ALL THREADED ROD ROD) MCMASTER 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC MIKRON w a a 0cr 23 PA807 HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD(17 PVC MIKRON C 24 W4806�P48o9 HINGE,SET HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK w w OC 25 P 4814 WSTP,.50X750 FOLDED BULB SEAL @ SIDELITE AMESBURY 75 GLASS SEE SHEET 0 o U)j 26 P-4863 LOCK STRIKE PLATE PADDOCK 76 1-1862 REINFORCEMENT,VERT. ALUM KEYMARK > j p 27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK m ¢ Z 28 PAM GUIDE,TIE ROD NYLON M&M 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN 30 P-486.5 SHOOT BOLT,TOP PADDOCK NORE 31 P-4886 SHOOT BOLT,BOTTOM PADDOCK P'�GENy'•rGQ��i� 32 P-4851 LOCKBAR,INACTIVE,8 FT PADDOCK `w J6 III, F•.,'j�.� 32 P-4884 LOCKBAR,MULTFPOINT,5PT,8 FT PADDOCK v; No 58201 32 P-4901 LOCKBAR,MULTI-PONT,4PT,68 FT PADDOCK •I 32 P-4902 LOCKBAR,INACTIVE,6'8 FT PADDOCK 6t (tom 33 P-4903 HANDLE SET,ACTIVE PADDOCK STATE STAT£ OF ;*;4U 34 P-4905 HANDLE SET,INACTIVE PADDOCK 335 P-4913 WSTP_50X50 FOLDED BULB6 P-4917 CAP ASTRAGAL OUTSIDE SEAL @DOOR NYLON �M&MEL •,,,,'%',IONA�Na,�,,• 37 P-4918 GUIDE,FLUSH BOLT,INACTIVE PNL I M&M � 38 P-4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M 39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL4/1812015 40 P-4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED LUCAS A.TURNER,P.E. 41 84927 GUIDE,FLUSH BOLT NYLON M&M 42 P-49M SCREW,#10 X 1-1/4'HEX HEAD TEK @ SIDELITE ATTACH FASTENAL •• ••• • • • • • •• 1239 JABARA AVE. 43 P-4933 NUT,3/8'-16 FLANGED W/SERRATED LIP,SS,@ PANEL MCMASTER • • • • • • • • • NORTH PORT,FL 34288 44 P4934 SCREW,#12-24 X 1/2',PH FLAT,MS,@ HINGE FASTENAL • • •• • • • • • PH.941-380-1574 45 P-4936 DOOR KNOB,ACTIVE PANEL ` DELANY • •• • • • • ••• • SHEET DESCRIPTION: 46 P-4937 DEADBOLT,ACTIVE PANEL ` DELANY •• 000 •• • IS • •• 47 P-4969 SCREW,#10 X2"REINF.ATTACH. FASTENAL BOM 48 P-4997 STRIKE,DEADBOLT ADDOCK DRAWN BY: DATE: 49 P5127 1SCREW,#12 X2",PH PAN,SMS,ANCHOR FASTENAL 50 P-5130 GASKET,DOOR SILL,FRONT FOAM HO PRODUCTS .0. •:• i ••i ••• ••• ADE 09/08/11 • • • DWOM REV.: • • • • • • • • • `ALTERNATE APPROVED LOCKSETS: ••• % • • • • • • CWS-641 B PAMEX GRADE 2 LOCKS ET AND DEADBOLT •• • • • ••• • SCALE: SHEET 1:1 8 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • i+----4 8/16' 1 We— 23/4" 2 7/16"--1 1 2 1900 SW 44TH AVE. 17/16" t 13/16" 1/16• g/tg• OCALA,FLORIDA 34474 1/16• L www.cws.cc LUX 1/16• THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 45116" 8700/10/50 PVC 51/2• . SWING DOOR 1/16• 1/a•asps• �" � IMPACT �t6" T 1 1/11 6" 1/16" v_ a L 6 REINFORCEMENT-1857 FRAME COVER-1806 FILLER-1784 Y W 1116• 518' .. 2 1 2 � w a m DOORSILL-1878 PVC DOOR PANEL-6083 3 T F� 11/16" Z �49l16'� x11/2" 34 1/16' a o PVC GLAZING BEAD-6084 �" Z W 7 O SIDELITE COVER-1816 a a ¢ 5 45116" o c g 1 itis" 215116" 1/16• 1n6• .L t 15/,6• 63 .. DOOR JAMB-1880L 3/4' m ¢ Z L 69 1/16' ,�yrtsurrrpi 4 9/16'--�{ REINFORCEMENT-1861 REINFORCEMENT-1858 1/16• DRIP CAP-1617 ,% PNOR€...��, I BASE SW EEP-1915 ��JV�`•��G E � 'P��S.�, r-1 t/2" 11/2"� �V� No 58201 ��M 3/4' t S Ij10— 1 9/16" 21lY 1/16' 215/16" 215✓16• t�i� 1116" 13/1111 6• 1/1LH 8' LFT"" DRIP COVER-1916 SIDELITE-1881 INSERT,BACK-1865 Z'L 1 LUCAS A.TURNER,P.E. REINFORCEMENT-1860 1239 BARRAA A 4 9/18• REINFORCEMENT-1862 AVE. � •• ••• • • • • • •• NORTH PORT,FL 34288 9 i i •• 16• i i PH.941-380-1574 2 1/16• 1 3/4' •• •• • • • • • • •• SHEET DESCRIPTION: t/16' L � •• ••• • T i• • 11/16• EXTRUSIONS t/16" L 2• 1/16• 1 1/8• I 1/8• INSERT.FRONT-1864 DRAWN BY: DATE: L SIDEUTE-1900 000 •:• : ••i .0. ••• ADE 09/08/11 INSERT,INACTIVE PNL-184.9: : • :•: •• • •• : : DWG—*' E.: ASTRAGAL COVER-1859 • •• • • • • ••• CWS-641 B •• • • • ••• SCALE: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR @ MIDSPAN(T/P.) 4'(TYP') 1800 SW 44TH AVE. 8'MAX.(TYP.) (�1 I �4"�) � 6'MAX.(TYP.) � � WSW�CWS.CCA 34474 ANCHOR @ MIDSPAN(TYP.) 6-MAX.(TYP) 4' ) 2"(TYP.)'WOODlMETAL 6,MAX(TYP)� 4'(fYP � 2'(TYP.)'WOOD/METAL 8700/10/50 PVC SEE NOTE 2 SEE NOTE 2 SWING DOOR IMPACT IMAX D.C. 1T MAX (TYP.) INSTALLATION O.C.(TYP) INSTALLATION `r FO X O ANCHOR(TYP.) O X X O ANCHOR(TYP.) $ o goi� w ¢ m Z LL O v Q m p > N N Z W W a a f 0 o a " IT T lw;=�qf Tiv TI SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDEUTE a a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) a. IR, w > > o m ¢ z •CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY. �gstur4rrr Pp10RE W ,�.`Vpp,.y�G E N SF G�Q�•. t No 58201 ;93': NOTES: 90 STATE OF tt/z 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ;Fs:,(o R� �'(ryNo�, 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 rybSi�RtAi SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,=SHEET 1 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 LUCAS A.TURNER,P.E. MUST 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 ANCVM SM:N4T*lySba m:UISTelfts WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. • • •• • • • • • PH.941-380-1574 SHEET S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEQQIAy�ENT$••• 6 Q•EY•ONe WQ•O�BWt,IF USED,INTO SUBSTRATE. oE�Rlrrtorl: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN TRO PRdbT1CT A 'SUB�T RATE. 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:4"FOR MASONRY,2-3/1S"FOR HINGES•(ALL JV pTRAjS),1"F•Or.WOOD AND METAL. DRAWN BY: DATE: WIND ADE 09!08/11 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINE RE �I RD AN �yTALLJIS TO TP•�FEI Wvu LOADS TO THE STRUCTURE. a a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY$14BSTRA.&MAN NOT BE.RASKED• : : CWS 641 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VEASIOR OF THEMItRME DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAM/DMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:8 10 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERK)R 1/4'MAX SHIM SEE TABLE 1 MIN.EMBEDMENT ummmo SEE TABLE 1 1800 SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS DMAROUND PERIMETER AT ALL INDICATED W Wyy,Cyyg,tx SEE TABLE 1 MIN.EMBEENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANTSEE TABLE 1 IMPACT BY INSTALLER 1/4'MAX SHIM INSIDE AND OUT m INTERIOR a $ : o wo CONTINOUS DBL 1/4"BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR Y W AROUND PERIMETER AT ALL INDICATEDSEE TABLE 1 SEE TABLE 1 POINTS BETWEEN FRAME AND SUBSTRATE a m BY INSTALLER. HINGE MIN.EDGE DIST. Z SEE TABLE 1 LL LL 0 /�/ / I V U. (n PERIMETER SEALANT BY INSTALLER `R' `R' Z W PERIMETER SEALANT INSIDE AND OUT SEE HINGABLE EMBEDMENT a a E cc BY INSTALLER SUBSTRATE BY OTHERS ❑ rt INSIDE AND OUT SEE TABLE 1 rB,HORIZONTAL SECTION a 11 TYPICAL JAMB/HINGE ANCHORAGE IL 0 MIN.EMBEDMENT m Q OZ SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 gkOREVV� ��.�y "��c E Ngo G�py.• MIN.EDGE DIST. 213(16" 8 ur cm.) Sv' No 58201 .'�rM J� SEE TABLE 1 ANCHORS THRU / �► {r 1• A VERTICALSECTION HINGE(TYP.) Ql,j TYPICAL SILL ANCHORAGE p0�" STATE OFA •F R1 • FHOLLO TYPE TABLE 1: �VANCHOR TYPEEO MK FASTENERS MIN.EM ENT MW.EDGE 01ST. •,,•SS�ONA 285 KSI MIN 1/4"ELCO ULTRACON 1-3x4' 2-1/2" .�y GROUT FA LED CMU(ASTM G90) 1J4"ELCO ULTRACON 1-1/4" 2-1/2" 215/1G MAX 4/18/2015 THERN PAVE(Cw0.55) 1/4'ELCO ULTRACON 1-318' 7/8" SEE NOTELUCAS A.TURNER,P.E. . THERN PAVE(G=0.55) #12 WOOD SCREW 1-3J8" 7/8" FL PE#58201 16 GAUGE(0.0607 MIN. #12-14 HLTI KWK-FLEX OR ITW FULLTHREAD 1239 JABARA AVE. STEEL STUD(33 KSI YIELD MR TEKS SELF-DRUM SCREW THRU 0.060' 1!2" NOTE!• ••• • • • • • •• NORTH PORT,FL 34288 1/8'ALUM.(6063-T5 MAV.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD HIN(:E SPACINaSAe� � � � � � PH.941-380-1574 1/8'STEEL(33 KSI MAV) DRILLING SCREW THRU 0.125" 1/2' 8 1//22``• FR000 • • • 000 • SHEEr DESCRIPTION: 21-5/16"*AAX OC.4FOR UP TO 819 LIMIT HEIGHT. HINGE ANCHORS INTO CONCRETE(2.85 KSI MAV.) 3118"ELCO ULTRACON 1-3/4° 2-1/2" 20" •• MAR.".C.F8R OV�Ii 81*'URIT}IEIGHT. INSTALLATION DETAILS HINGE ANCHORS INTO HOLLOW OR GROUUl TFED DOOR CMU(ASTM C-90 3/16'ELCO ULTRACON 11/4" 2-1/2" WN BY: DATE: HINGE ANCHORS INTO 2X MIN.SOUTHERN #10 WOOD SCREW 1-3/8" 7/8' • ••• • ••• • • PAVE G=0. • • • • s • c • • ADE 09/08/11 HINGE ANCHORS INTO 16 GALE(0.0607 MIN. #10.16 HIL71 KW AC-FLEXOR ITW FULLTHREAD 1/2' • • • ••• • • • • a#: STEEL STUD 33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' •• • • • • • • • • • HINGE LAYOUT CWS-641 B HINGE ANCHORS 1/8'ALUM.(606375 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD 1/7 ••• i• i ••• i•• ••• 1.30 SCALE: SHEET 1/8'STEEL KSI MIN DRILLING SCREW THRU 0.125 12 11 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE INTERIOR 1/4'MAX SHIM MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1,SHT 11SEE TABLE 1,BHT 11 1900 SW 44TH AVE. CONTINOUS DBL 1/4'BEADS OF SEALANT OCALA,FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED W W W.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1/4'MAX SHIM SEE TABLE 1,BHT 11 IMPACT BY INSTALLER INSIDE AND OUT v v INTERIOR $ o CON71NOLIS DBL 1/4'BEADS OF SEALANT L w AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR w a m POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 BY INSTALLER. U O a o fA PERIMETER SEALANT BY INSTALLER ¢ p U PERIMETER SEALANT INSIDE AND OUT a 0. wa a BY INSTALLER �nj SUBSTRATE BY OTHERS SEE TABLE 1,S14T i 1 INSIDE AND OUT D HORIZONTAL SECTION a a MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE ANCHORAGE LOU SEE TABLE 1,SHT 11 SUBSTRATE BY OTHERS m a Z SEE TABLE 1,SHT 11 `,,�pUUiq►►�► p,ADREW MIN.EDGE DIST. ��,V �v�G E SF GR�✓,�• SEE TABLE 1,SHT 11 w J� No 58201 C VERTICAL SECTION Q2,1 TYPICAL SILL ANCHORAGE ` $9� 8TATE OF �kiS ��hsiONA�i►��,� 0;7- 4/18M15 1 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380-1674 • •• • • • • ••• • SHEET DESCRIPTION: ••• ••i ••i •�• i i ••• INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: • ••• • *0: • • ADE 09/08/11 •• • • • • • • • • • CWS-641 B •• • • • :00 • SCALE: SHEET 1:2 12 OF 12 ••• • • • • ••• • • • • • • • • • • • • 000 0 0 0 000 0 0 8/10/2015 Florida Building Code Online a v � ftmell BCIS Home Log In User Registration ' Hot Topics Submit Surcharge ; Stats&Facts Publications FBC Staff ( BCIS Site Map ( Unks Search Busines Profess ( *USER: Product Approval Gss Public User Regulation Product Approval Menu>Product or Application Search>Application Ust>Application Detail `'` M FL# Fill 16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc •• ••• • • • • • •• Technical Representative •. .; .•; trip WS•. Address/Phone/Email ••• ••� ••� 1900r541 44th Ave. Ocala, FL 34474 • ••• • =) 36§-69a2 Ext 291 . . ekoss@tw%,C. .. . . . . . . . . . Quality Assurance Representative Jay Lathrop Address/Phone/Email ... . . . 19QQSW 44th Ave. : :.4cal i, fL 34474 . .• •• • . • •. .. https:/lwww floridabuilding.org/pr/pr appdd.aspx?param=wGEVXQwtDqu8obl%2flZm6rgpdh Go4it0aKpZ g10�T3e11a��Bv3yAq�IA%3d%3d 1/4 8/10/2015 Florida Building Code Online (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 -) Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE -a Validation Checklist- Hardcopy Received Certificate of Independence FL16736 R1 COI EvalRep CWS-8718 (HS-8200. 74x63. IMPDdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/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 Certified By .. ... .. . . . .. Sections from the Code . ... . ... . . . . . ... . . . . .. . . . . . . . . . .. ... ... . . . . . . Product Approval Method Met;o.d.*-i Option D . . . . . . . . . . . •• •• • • a .. .. https://www.floridabuilding.org/pr/pr_app_dd.aspx?paratn=wGEVXQwtDqu8obl%2flzm6FgP&f..i6ontOaKpvglOnl3eRa*Bt v3yAq&IA%3d%3d 214 8/10/2015 Florida Building Code Online 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 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 II CWS-871B (HS-8200, 74x63, IMP)pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.12df I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRel7 CWS-871B (HS-8200. 74x63. Glass complies to ASTM E1300-04. IMP).Ddf FL16736 R1 AE Quanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes FGlasscomplies HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. f Use Installation Instructions d for use in HVHZ: Yes FL16736 R1 II CWS-8698 (HS-8200 111x63, IMP).Qdf ed for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Resistant: Yes Created by Independent Third Party: Yes Pressure: +60/-60 Evaluation Reports arge Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 RS AE DuPont PVB NOA 13-0129 27.pdf t be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.pdf plies to ASTM E1300-04. FL16736 R1 AE EValRep CWS-8696 (HS-8200. 111x63. IMP),Qdf .• ••• . • • •FL.16736 R1 AE Quanex (Mikron) NOA 12-1017 02.pdf • ' ' ' ' ' ' Created by Independent Third Party: Yes .. •.. .. . . . •. aacl� �1eXt . • . •.. . . . . •• • • • • • • • • • Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAJEEO employer.QWright 20 7- 0 3 e of Flo da. :: Privacy Statement::Accessibility Statement:: Refund Statement • • • • j • Under Florida law,email addresses are public records:If yju go pots tt yjur nVII address released in response to a public-records request,do not send electronic • •• •• • • • •• •• https://wwwAloridabuilding.org/pr/"pp dd.aspx?param=wGEVXQwtDqu8obl%2fl7m6rgPS'M6ottOaKpNg1C IN3egattBt3yAq%lA%3d%3d 3/4 8/10/2015 Florida Building Code Online 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: securitymumev • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • 0*0 •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://wwwAoridabuilding.org/pr/pr app dd.aspx?param=wGEVXQwtDqu8obl%mzrn6rgp00%" nt0aKpvgio*N3eila%t v3yAgIAA%3d%3d 4/4 URNER 1239 Jabara Ave.North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 1 I I"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 4e 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 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-869B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A,-4,and 4A.,by National Certified Testing Laboratories, •••Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 ••••; •••• 194,Af;')�"E, 1886 102/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA • .....:01/I.S2/A4'40 `08 •: ••' '4) 'Suppl iri ntA Calculations to support CWS-869B,signed and sealed by Lucas A.Turner,P.E. ••••• Iq$tAlation: O.Vp t,jnust be installed according to approval document CWS-869B. ..... .. . .... •••• Limit fons off'*=*This product: May be'gsw up to the sizes and daylight openings indicated in CWS-869B ':"'• :'0 AchieW Mign pressures of+/-60 psf • j •• •j Is Larij 4iVile impact resistant and does not require the use of shutters •. j..May be used in the High Velocity Hurricane Zone • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13- 0129.27%and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. 11-0624.021 • 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 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. .sit�*y,gip RE V"0'�e F^`.•••.•.•. 31. Cj e - "4 : N" ®Vv 582411 ® *' 4/18/2015 i Z�e STATE OF .;w Lucas A. Turner,P.E. "4�a�;•. A. ® .�lv,�.` FL PE#58201 WA,i5%, ••.O F41�•. - Lucas A. Tumor 2015.04-18 22:21.04:00 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � mmffl TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W W WCWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 8m PVC 3.CONFIGURATIONS:"OX•,"XO". HORZ SLIDER 112114•MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT .NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111•MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER .n a INFILTRATION TEST PRESSURE AND GLASS TABLES 4915/18• GLA24 516' ASTM E-1300-04. 6 GLASS DLO SS DLO o 0 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED x Lu A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR DETAILS.AL ATI DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w Q m ANCHOR CALCULATIONS. to 1 Z 641/4` 1 I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O MAX. I i I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT a o OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT 'w Z W FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w � O D= HEIGFLYING DEBRIS. a m n~ � w 63" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT UU� UIT X GLASS O X 561/4 USED AT FIXED MEETING RAIL AND HEAD/SILL ? o HEIGHT DLO D D DLLOO 8.SERIES/MODEL DESIGNATION HS-8200. ma Z g 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: auun 599116- C X=OPERABLE SASH.O=FIXED SASH gyp%%p..........RE W Wfi, SASH P HEIGHT I I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARit�`V'-t—fir'E NSF(+�'L�,i I I t D LOCATION. li ;��+ C 1 a 6 11.EXTERNAL WEEP SLOT=114'x 1"LOCATED 4"FROM BOTH ENDS.Maui ?*: * •2 2715/16" 6 C A MAX.SASH WIDTH •.F O q;Q �• z�. 4111/2015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JA13ARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 SHEET DESCAPTM: • •• • • • • ••• • •• ••• •• • • • •• GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS...........1 DWN W. DA : GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGNORESSUM SIAL " !I*A-CT RATING DIN EXTRUSIONS&B.O.M...............................4 ANCHOR SCHEDULE&NOTES................5 111"x 63" ••+/- PSF • ,tib► C MISSILE IMPACT CWS-869 a INSTALLATION DETAILS...........................6E' SHEET 120 1 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1800 SW 4411-1 AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8210 PVC 7/T OVERALL HORZ SODER 3/16"ANNEALED OR TEMPERED 7/8"OVERALL IMPACT 1/4'AIRSPACE 1/8"ANNEALED OR TEMPERED p <r 7/1(r LAMI 3/8"AIRSPACE Q Q 3116"ANNEALED 5/18"LAMI o O 090 SENTRY GLASS IONOPLAST INTERLAYER1/8"ANNEALED p j 3/16'ANNEALED W Q oD .090 DUPONT PVB INTERLAYER cl) Z PURFECT GLAZE"H" 1/8"AN Q SIKAFLEX 552 v Rim Z W PURFECT GLAZE"H" w 8 O SIKAFLEX 552 0 o IT 11 1/2"GLASS SITE < U o 0 W 11 1/2"GLASS SITE D O � D [DQ0 is %�O ptDREW 00' Z1 .J: No 58201 •%`13; • * 0 GLASS TYPE B :moo; STATE OR w�2 SASH GLASS -10; •��o R GLASS TYPE A FIXED GLASS 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • • • • • • • • • • SHEET DESCRIP •• ••• •• • • • •• GLAZING DETAILS DRAWN BY: DTE: ••• •i• i ••i ••• ••• TEF 10/11/13 • • • ••• • • • • • •• • • • • • • CWS-869 B SHEET 1:1 20F6 ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • INTERIOR QgtbnapM4fi 1900 SW 44TH AVE. 1 19 or 49 1 1 1 OCALA.FLORIDA 34474 W W W.CWS.CC =it 8200 PVC HORZ SODER IMPACT tt 3 2 5 6 1 1 8 1 SECTION VIEW D-D o 0 JAMB ROTARY LOCKS o } JAMB ROTARY LOCKS: w Q m MAY BE SUBSTITUTED FOR JAMBZ SECTION VIEW B B IMPACT LOCKS ON FLANGE UNITS. REQUIRED ON FIN UNITS. _a c 9) Ri pwp Z W a W d 0 O O � U lu 31-37 p !A 1 U 1 tD 6 Z 11 1 ,,{{{1{111111111• HEAD IMPACT HOOK(TYP.) �� P$1OREIV T••O IDSPAN OFA HES At g%'(;; �G E�i SF`.�Q$�•. (ITEMS 44& v' No 58201 t�" INTERIOR w9: $TATE pF •�+' ••••sS� PtA� JAMB IMPACT HOOKS(REM 42) O OR ROTARY LOCKS(ITEM 23) 1 LOCATED AT THIRD POINTS. 1 I 4111/2015 I X I NOTES: -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 t •• 00: • • • • •• -ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 9 7 • • • • • • • JAMBS OF FIN UNITS. NORTH PORT,FL 34288 • • •• • • • • PH.941-380-1574 • •• • • • ••• • I SHEET DESCROMON: 10 •• ••• •• • • SECTION VIEWS 1 —-- -- DRAWN BY: DATE: • ••• • ••• • • SECTION VIEW A-A • HE�Q IMPA�T D TEF 10/11!13 •• • JAJIBSI�F�ACj FOOUiIROT�►R�LOCATIONS Dw o • •• • • • 11Q0 • • CWS-869 B SECTION VIEW C-C •• • • • ••• • ALTERNATE FIN FRAME SHEET 1:2 30F6 ••• • • • • ••• • • ••• • • • ••• • • PARTS UST 31/8' CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" 1 H-6049 Main Frame,SHMS,Flange,PVC Mikron PVC 31/8' �NDW SYPEMM 2 1-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 2 1900 SW 44TH AVE. 3 S-6077 Cover,HD Fixed Rail,PVC M(kron PVC 1/16" �FLORIDA 34474 CC 5 P-4638 #8 x 21/2'Ph Mod Truss Type ATE Ajax Steel 211/16• 3 9/16• 17/8* 1n6• 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone 1/16` l� CORNER WELD 7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC LPVC FRAME FLANGE X49 t• t/a• HD MTG RAIL-1661 1:8 HO M ALTER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC 10 P-4479 Weep Cover W Flap M&M Nylon PVC FRAME FIN-6048 11 S4064 Glazing Bead M(kron PVC 1 15/16• 13/16• 5 "' d 12 HMW SW1 Sash Meeting Rail,PVC M(kron PVC �I�-23/1 r--23/16• $ c� �t 13 1.6051 Sash Pull Rail,PVC Mikron PVC 14 H-6052 Sash T Bot.Rai(,PVC Mikron PVC 1 Y 0 0 � 15/6• 15/9• 15/8" 15/16' Y W .. 15 1+1497 ReiM.Sash Meet.Rail Keymark Alum t/16' 1/18" t/t6' 1/16• 2 w Q m 16 H-1496 Reirdacemertt,Sash,Side Rail Keymark Alum N 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-60W PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 ~ O 1 B P-3429 W .,0.270 x.187 back FinSeal, Ulbafab FOCED MEETING RAIL stP G 3/16' SCREWED TOGETHER WITH o N 19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME Pi w Z > 1:8 ag0LU 20 P-4051 #8 x 1 1/4'Ph Flat Tek,Wht. Fastenal Steel O w w F 21 P-4069 Keeper,Impact,PVC Irdedock w 2 22 P-3539 1#8 x 3/4'Square PH Tek,Wirt. Fastenal Steel I- 23 23 P4958 Rotary Lock Interlock r 1 5It8 ttI� 1/16" twig" 1/16' v o 24 P-4633 B-32 x 1/2'Barrel Fastener Interlock7/8' L m ¢ O 25 P-4952 Keeper,Rotary Lock IMeriock 1116' SASH MTG.RAIL-1x97 j-- Z 26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1998 SASH REINF.-1699 ��Ovv�OREYy NA 27 P-3541 #8 x 1/2'Quad PH TEK 2 Zinc Fastenal Steel .--.{3/4• ��`� G£lY• L ��i 28 GLASS SEE SHEET2 CARDINAL GLASS b 3/16' 3/16• —17n6• 1 t/a' :JGQG:•�� 29 Purtect Glaze"Fr or Sikallex 552 Henkel/Sika Silicone O 1 7 No 58201 •S ZJ 30 P-3028 Set.Blk.,85 Dur.,1/8'x 7/8'x 2'Lg. Frank Lowe RubberL 6- I T v16• v1G '*' # 31 P-3218 Screen Frame Allmetai RoIlForm S.B.RIS S.R.-1496 ROLLER TRACK-1776 9Q STATE OF Wfi 32 P-4754 Screen Comer Key Ailmetal Nylon _ S/L tn1 1/4• .y..vv�•.tt O R 14 33 P-4755 Semen Comer Key w/SafetyTab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1t (�7/8'� 34 P-3029 Screen Pull tab Summit 7 7—IIfliloil 35 P-3033 Screen Spring Fla.Spring SS 0 3116' �— 9/16• Z. 36 P-3228 Screen Spline Dapa 10. PVC GLAZEBEAD-6064 L UL-1/16" 4/11/2015 37 P-4772 Screen Cloth,Fiberglass I IGLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubner I- FL PE#58201 41 P-3752 Cap Plug,1/2'Hole M&M Nylon •• 000 • Is • m 1 5V�" � x, 3/e' t 5/16" NO1239 RTH ABARAL VE. 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum • • • i : ` 1/16" PH.941-380-1574 r46 S-1112 Reinforcement,Head,Jamb Keymark Alum • •• • • • 1/16• PVC SCREEN CATCH-6013 1/18" D : S-2000 Impact Channel,Sash Keymark Alum PL/�i'/IEW"ISA •• • PVC ANTI-UFT-6005 P-3748 #6 X5/8 Ph FH TEK,Dnc,Painted Ajax Steel ALUWtSA�uH IIu�FrACT HOOK-1577 �Vwl BOM AND EXTRUSIONS S-1999 Impact Hook,Frame,Head Keymark Alum 3MT 3' 1/2'16048 Main Frame,SH/HS,Fin,PVC Mikron PVC • ••• • D YVN BY: TE: TEF 10/11/13 S-6055 Roller Track,PVC,(Anti-IM) Mikron PVC • • • ••• • 49 P-5250 Lock,Impact,PVC,w/Filpper Interlock •• • • • • • y�RSUP�R=-3113 PVC SCREEN SUPPORT-6014 DWG Rev.: a • •• • • • • • • CWS-869 B 50 P-4730 1#8 x 1/2'Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED • • • ••• • 14,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1 2 4 O 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � eM 3-(TYP.)''-'��{{{ ��'''''''''''' F 1900 SW 44TH AVE. 6-MAX(TYPJ 3'(TYP.)--�{ I is ile f SEE NOTE 2 4'MAX(TYP.,— �( MAX O.C.(fYP.) O WW.0 S.00 34474 6"MAX(TYPJ I MAX.O.C. 4-MAX'(TYP.) FT WWW.CWS.CC INSTALLATION ANCHOR(fYHORZ SLI ER P.) MAX O.C. IMPACT (TYP-) 1MAX T MR)O.C. X X X 0 X o w a m G� L o I i -- - -- -- -- w Z w ANCHOR LAYOUT-(FIN), w 8 0 cc ANCHOR LAY OUT-(FLANGE) c ctu a Ir O I11 Z) U mZ Q 011111010j",. ,��Gp`?:��G£711,5¢L'Q�i,*► NOTES: �q: STATE OF '4►� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. O H.... y�A�1E��`�� 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4111/2015 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#582011239 JABARA AVE. •• 000 • • • • • •• 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATIOP;INSTRUCTibNS,VD=1Nt:i0rS"NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED SPECIFIED IN TABLE 1,SHEET 6. • •• • • • • ••• • • • • • • • • • SHEET DE . 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCR*TIE/•CMNQ;ENINW,EMBEDMENT SWALL 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 1 X 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"FOFHMAS"I&Y,1"FOR W00%AND METAL • DRAWN BY: DATE: • • • • • • • • • TEF 10/11/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED W Ts4E AIiC�HIT�C1�EN INN�EEFLO COF�4D INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. —DWG a. EV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHE CO E ISS AND��AA�� Y SSUU TTE8%Y NOT BE CRACKED. CWS-869 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL SE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAAVDMA 300(EXTERIOR DOORS) 125 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MM.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE t SUBSTRATE BY OTHERS zgw MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE t MIN.EDGE DIST. SUBSTRATE Qmw SEE TABLE 1 SEE TABLE t BY OTHERS 1800 SW 44TH AVE. to 77 11 1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1BY 1 PVC INSIDE AND OUT SEE TABLE ALLER INSTALLATION �R HORZ SODER SEALANT BEHIND SEE TABLE EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM I PERIMETER SEALANTPERIMETER SEALANT WIDE AND OU7 a 0 BYINSTALLER BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR1 cW SEALANT BEHIND INSTALLATION ANCHOR SEE TABLE t w ¢ m FLANGE BY INSTALLER SEALANT BEHIND SEE TABLE i FIN BY INSTALLER � B HORIZONTAL SECTION �C� HORIZONTAL SECTION O 6 TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAGE a HEAD AND SILL SIMILAR FOR FIN INSTALLATION W Z > W w 8 O—° ¢ a 0 o a U 1/4'MAX SHIM 4p to SEALANT BEHIND v p FLANGE BY INSTALLER [DQ0 PERIMETER SEALANT— EALANT MIN.EMBEDMENT ,%%0mlotio# BY INSTALLER SEE TABLE 1 �O OREVy , INSIDE AND OUT ,��c P. ,��GP,.•�16 E N SF•.��rrr SUBSTRATE BY OTHERS Ji= No SEE TABLE 1 MW.EDGE DIST. *: * •_ SEE TABLE 1 �p VERTmLsECTION ��• STATE OF '�lll 6 TYPICAL SILL ANCHORAGE riL nlc•~,<O R.p t;..'j�,� TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(20 KSI MIN.) 3/16'ITW TAPCON 1-112' 1-1/B" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR -FILLED U 117 PCF MIN. 3/16'ITW TAPCON • •BY ALLER NORTH PORT,FL 34288 • •I E AND OUT FLANGE CONCRETE(285 KSI MMI 3116"ELCO ULTRACON v • •if • • • • PH.941-380 1574 ••• • D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16•ELCO ULTRACON 1-1/4• • •2- • • • • • 6 BOX FRAME INSTALLATION SHEET DE IPTION: FLANGE 2X MMI.SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 1-318" 7!8" • • •• HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-3/8' 7/6' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BYt DATE: 16 GAUGE(0.06(")MIN.STEEL STUD #10.16 HI-TI KWIC-FLEXOR ITW FUU9'THRW" • ••• UP j0 ANq INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW 060• •7/16" • • • • • TEF 10/11/13 •-MIN.0/4"IFILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dw r. FLANGE 1/8'ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL*IWEAO • • • • SICL� D OUT,FULL PERIMETER,BY INSTALLER. 1/8'STEEL(33 KSI MIN.) DRILLING SCREW 125•• 7!a • • `.�&OD14p ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 869 B FIN 2X MIN.SOUTHERN PINE(G=0.65) #B WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET 12 6OF6 8/12/2015 Florida Building Code Online Dp menta SCIS Home ' Log In User Registration ! Hot Topics 1 Submit Surcharge f Stats&Facts Publications FBC Staff SCIS Site Map Links Search Busines - Professi I Product Approval USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc •• ••• • • • • • •e Technical Representative '. Erisl:Koss : : %: '. • • • • . • • Address/Phone/Email " Aft SW 44th Ave. •• Ocala, FL 34474 • .4352).368-W22 Ext 2J1 tkosso�Qvs.rl : ' ; ; .. . • • . . • . . . Quality Assurance Representative ]ay Lathrop Address/Phone/Email •••1800 SW 44tIA•Ave. • Ocala;F9&414 • •. . . .. .. .• • . . . . •. .. bttps:l/www floridabuilding.orgJpr/pr app dd.aspx?param--wGEVXQwtDqu8obl%2flzm6TgpohLz6ont0aKpvgl(SN3eN.BBB,3yAgly �'o3c�%3d ' 1/4 8/12/2015 Florida Building Code Online (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 d Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE J 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/WDMA/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 .. ... . •.. ' Certified By . • 0 .. %: '. ... .. . . . .. Sections from the Code . ... . ... . . . . . ... .. •. •. . . .. . . . . . . . Soo . . . . *00 . . . . . Product Approval Method .. +thc� j jptip...n Q . . . .0 00 00 . . . . . . https://www.floridabuilding.orgtpr/pr app_ tl.aspx?param=wGEVXQwtDqu8obl%2fZm6FgPohLz6ontoaKp,;ON3eN.BBOB,3yAgM' &3t%3d 0 2/4 8/12/2015 Florida Building Code Online 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 [Glass 736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. mits of Use Installation Instructions pproved for use In HVHZ: Yes Fl 16736 Ri II CWS-8718 (HS-8200, 74x63, IMP),pdf pproved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 mpact Resistant: Yes Created by Independent Third Party: Yes esign Pressure: +60/-60 Evaluation Reports ther: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 Rl AE DuPont PVB NOA 13-0129 27.p_df . must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRep CWS-8718 (HS-8200. 74x63. complies to ASTM E1300-04. IMP . df FL16736 R1 AE Ouanex (M' ron) NOA 12-1017 02.1df Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 Rl II CWS-869B (HS-8200 111x63, IMP).pddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 Ri AE DuPont PVB NOA 13-0129 27.12df I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.pdf Glass complies to ASTM E1300-04. FL16736 Rl AE EvalRep CWS-8698 (HS-8200, 111x634 IMP).gd 000 ••: •FLi 7 6 fol AE Ouanex (Mikron) NOA 12-1017 02.pdf •• .: •o: :Cre$tgd by Independent Third Party: Yes • 000 Back •ide➢8t • • . • . ••• • • • • 00 00 Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.copyright 2093-.2013 State of Florida.::privacy Statement::Accessibility Statement:: Refund Statement • • • • • • • • Under Florida law,email addresses are public records.If you do ncl wait�}ot;email Ares;released in response to a public-records request,do not send electronic • •• •• • • • •• of https://www.floridabuilding.org/pr/pr app_dtl.aspx?panus=wGEVXQwtDqu8obl%2fIZm6 gPbhLz6ontOaKpvglbN1eNaB9Bv3yAgAX?k3a%3d 0 3/4 8/12/2015 Florida Building Code Online mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: RM 99 E sects METR11cs, 4 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.orgtpr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6rgPohLz6ont0aKpv;8NleNaBABv3yAqAX%38%3d • 4/4 URNER 1239 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 44th 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 50' 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-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3 887-1,-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886 '02/04/05,ASTM E 1996 '04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 41.Supplemental Calculations to support CWS-871B,signed and sealed by Lucas A.Turner,P.E. •'•'• Installation: '[Hits must be installed according to approval document CWS-871B. ...... . . . . Limitations o; set:This product: •••••• 8:-May bgVVfl'up to the sizes and daylight openings indicated in CWS-871 B .-e. . Achie3e.s Uslign pressures of+/-60 psf -:--.is Largj 14ii rile impact resistant and does not require the use of shutters * May be"Wtl-in the High Velocity Hurricane Zone •••••• --•--RequmsXkpont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • ' 0 •RequiCes-ftnex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 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. .`o No 58201 tt P ir 4 � W'�': T�TE OF 4/18/2015 °+.©'4'� ;C O R%ot►**N#r.`* Lucas A.Turner,P.E. ONA'��1:`+ FL PE#58201 Lug&Turfw 2B15-04-18 22:21-04:00 NERAL HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE (� ll//L//J(i 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIQH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 W ASTM E 1996 PER THE FBC. W W W.CWS.CC 751/4•MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:"Or,*XO`. 8200 PVC 7a•MAX UNIT WIDTH HORZ SLIDER 33•GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,� v INFILTRATION TEST PRESSURE AND GLASS TABLES n v ASTM E-1300.04. Q j t t 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED o 841/4• t ( t IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR MAX DETAILS.W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w Q m HFE�IGNHT B t B ANCHOR CALCULATIONS. U I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT � F t REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT " o t j UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT W Z W MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w S O w U� FLYING DEBRIS. ao w a HEIGHT O X j 59 9/18' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT cr S� USED AT FIXED MEETING RAIL AND HEAD/SILL. i w t t I t HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. % t] t i i m ¢ Z 5813/16' 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: OSS j 5 x=OPERABLE SASH,O-FIXED SASH ,,��w,%&so�st tr�t�, C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR g`� rL�� t KD 5LOCATION.5SLOT. 11.EXTERNAL WEEP SLOT=1/4'x 1'LOCATED 4'FROM BOTH ENDS. C ~'o• BTATB OF 7w+ —— C 5 A ��•iS70NA1.��a��s a 33"GLASS DLO +ttnnoit 36 5✓16"MAX SASH WIDTH 4/112015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34268 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • • • • • • • • • • 9H E N: •• ••• •• • • • •• GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS • •12 ell 0 a DRAWN BY. DATE: GENERAL NOTES&ELEVATIONS...........1ADE 10/10/13 SECTION VIEWS&GLAZING DETAILS...2 MAX. UNIT SIZE DESIGN PRESS R NG• • IMPAGT NG o>r: ANC OR SCHEDULE&NOTES...............A 74"x 63" +/-60 PSF 1 il-MGE 86I E IMPACT CWS-871 B INSTALLATION DETAILS...........................5 SHEET 1:15 1 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 2 Qmmmm INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 1 18 1 1 6 W W W.CWS.CC 8200 PVC HORZ SLIDER IMPACT n v tu o 41 40 3 1 Wg m SECTION B-B 1n e t 1 NOTE:FIXED LITE AT HEAD Q AND SILL IS SIMILAR. ° 0 12 o i w z u o Tu 0 0 ao 0 i 1 ( O U mQOZ 18 41 4tf)if1U1)1�1 HEAD IMPACT HOOK(TYP.) �f�tt?y1DR w 7"!", (IDSPAN OF SASHITEMS 35 8 36) 7/8.OVERALL ��,`VP�•�`C E SF L��,��i ( No 58201 %.%gyp 1/8"ANNEALED or TEMPERED INTERIOR 7/16'AIRSPACE I 1 'A L STATE OF :AU 5/16'LAMI '^i0.p%.�.�` A1•�.r�� ANNEALED SWEEP LOCKE(TDYp) 43 TONLYO HURRICANE FORCE WINDS. MQ DUPONT PVB INTERLAYER �/ LOCATED AT THIRD POINTS 1/8"ANNEALED �� 19 4 /� I (ITEM� PURFECT GLAZE"W 4111/2015 1 SIKAFLEX 552 LUCAS A.TURNER,P.E. 1 FL PE#58201 •• • • • • • • t 1239 JABARA AVE. 95 i i ••i i i i i i 'ii NORTH PORT,FL 34288 • • • • • • ••• • PH.941-380-1574 1 • • • • • • • • 1 D SCRIPTIO : jll •(•—( • •• • • • •• VY GLASS SITE� SECTION VIEWS AND O GLAZING DETAIL DRAWN N BY: DATE: • ••• • ADE 10/10/13 SECTION A-A JAMB SW EEP LOOK K A ONS •• •• • • 1:20 •• • • • • • • • • • DWG#: SECTION C-C ••• • i ••• i•• ••• GLASS TYPE A CWS 871 B ALTERNATE FIN FRAME 1:1 SHEET 1:2 20F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS UST ' CORNER CONSTRUC'RON ITEM PART# DESCRIPTION VENDOR MATERIAL 3118' 1 K1497 Reinf.Sash Meet.Rail Keymark Alum rf 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 3 SVS7E 6 5 19M SW 44TH AVE. 3 H-1836 Meat.Raft,Fxd. Keymark Alum OCALA,FLORIDA 34474 4 H-6052 Sash T .Rail Mikron PVC1/16• WWW.CWS.CC 211/16• 39/19" 21/6• 1/16' 5 H-6048 Main Fr.,SH,w!Fin.,PVC Mikron PVC 1/16• 6 H-6050 Sash Meet.Rail,PVC Mfkron PVCL CORNER WELD 7 H-6051 Sash Side Rail,PVC Mikmn PVC 1, (ALLS:IDES) 8200 PVC HORZ SLIDER 8 H-6049 Main Fr.,SH,w/Flg.,PVC Mfkron PVC PVC FRAME FLANGE-6049 FIXED RAL 1836 IMPACT 9 P-3029 Semen Pull Tab Summit PVC FRAME FIN-6048 10 P-3033 Screen Spdng,SS Hurley 23/16" 1 15/16' 1 3/16' t 1 47M 11 P-3113 Screw Support,PVC Team Plastic Rubber 12 P-3218 Screen Frame Alimetal RoIlFortn r FE7 4 ccp o 13 P-3228 Screen Spline,.1 Corner Diae BAC. Dapa 1�r 1n6' 1 5/e' 1/16• 1 1/16• 1 8' FDIFD MEETING RAIL w Q m 16" Lu 14 P-4754 Screen Frame Comar Key Alimetal Nylon 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone L SCREWED TOGETHER WITH OUTERFRAME Z 16 P-3352 Set.Elk.,85 Dur.,1/8'x 5/8'x 2'Lg. Frank-owe Rubber PVC SASH MTG.RAIL-60W PVC SASH SIDE RAIL-6051 PVC SASH TOP/STM RAIL-6052 PVC FDCED RAIL COVER-6063 1:8 5-3 17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gn Ultrafab o o 18 P-3539 #8 x 3/4'Square TEK 2 enc Fastenal Steel , 3/4• w z w 19 P-4730 #8 x 1/2'Truss PH TEK 2 Zinc Fastenal Steel 0 3/16• , —I- 2 a $ E ir 20 P-3752 Cap Plug,1/2'Hole M&M Nylon 1• 1 t5✓L Ing• wow9 tr P-3783 or O L 1/16• a zzs �j 21 P-5250 Spring Lack,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 CL U p 22 P-4779 Roller,Tandem M&M Nylon L g» I t 5116' 23 P-4051 #8 x 1 1/4 Ph FH TEK,Wilt. Fastenal Steel y4, 7n6 t 114'— m ¢ Z 24 P-4069 Keeper,Impact.PVC Interlock 7/8" t/16" 3(16" L' ,��►><u�harp�i 25 P-4479 Weep Coverw/Flap M&M Nylon ,,��pc,�P*)REty 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 � "111``6''' 1/16• �Gy�•.��c E AisF.tiQ,�i�G S.B.RJS.S.R.-1498 ROLLER TRACK-1776 _.�,•' No 58201 'gam 27 P 4958 Rotary Lack Sullivan Zinc 28 P-4952 Keeper,Rotary Lock Sulihw Zinc O We" 29 P-4959 W stp.,0.420 x.187 back FinSeal,Gn UltrafebO 30 P-4633 Barrel Fastener Fastenal Steel I t/7/8" 41 7/8' t �dT••STATE OFA J k/� 31 S-1112 Reinforcement,Head Keymark Alum 6' yg•t.- s/ ��iFS+•<O R:O•,•Ov�� 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T- 1/16' 5!6' PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum v tn6' 35 S-1999 Frame Hods,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 36 S-2000 Panel Catch,Head,Impact Keymark Alum 20001/2"F1 1/8"-{ 3/8' 15116" 4/11/2015 37 S-6005 Anti Lift Mkmn PVC r�tG I © LUCAS A.TURNER,P.E. l 3—� 1 1116" 1/16• 39 A g RA AVE.0138 S 6013 Scm.Adapt.,w!Nib,PYC Mikr�l PVC L--r"'Te7• • • • • • •• PVC SCREEN CATCH-6013 PVC ANTI-UFT-6005 1239 JABARA A 39 S-6014 Sam.Adapt.,PVC Mikron PVC • • • • • • • • • NORTH PORT,FL 34288 SCREW SUPPORT-3113 • • •• • • • • • 40 S-6063 Fixed Rail Com Mikron PVC • •• • • • • 000 • PH.941-38D-1574 • • • • 0.0 • • • • 5/16' 11/8'�•j DESCRIPTION: 41 S-6064 Glazing Bead Mikron PVC •• ••• •• • • • •• 42 GLASS ISEE SHEET CARDINAL GLASS BOM AND EXTRUSIONS 43 jPurfect Glaze'W,SlkaFlex 552 Henkel/Sika Silicone • ••• • 000 • VC SCREEN SUPPORT-6014 DRAWN BY: DATE: • • • • • • • • • • ADE 10/10/13 • • • ••• • • • • •• • • • • • • LINE ITEMS NOT USED: •• • • • 00* • CWS-871 B 33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 12 3OF5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Q womm m 121/2"MAX O.C.OW.) .I� 1900 SW 44TH AVE. 6"MAX(fYP.) I S*�•) 4-MAX(TYPJ W MAX O.C.(TYP.) OCALA,FLORIDA 34474 3.fIYP) SEE NOTE 2 SEE NOTE 2 W .CWS.00 8'MAX(fYP.) 4"MAX.(T •) WW —— —_— INSTALLATION 1 I t ANCHOR 9YP.) ; INSTALLATION HORZ SODER T ANCHOR(TYP.) IMPACT MAX O.C. (TYP') m v I 1MAX O.C. I f I I I $ Qp (n'P.) goi w ¢ m z I I 1 G S2 iL I I I Ri W Z W WWF IL E o w — I o Z w ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) - o 1111 m ¢ z 0p141n�bi�f -4i No 58201 SZ3 L NOTES: �90;s STATE OR 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. g,�S;pNA.��.• 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEETABLE 1,SHEET5. 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. 39 4 RA AVE.•• 000 • • • • • •• 1239 JABARA A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIO AND ANC".*Ait N� 0:PT 'rpEQ IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. • •� • PH.941-380-1574 • • • • • • • • • SHEET DE T N: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINQS,EIM�DMEMISHAML BESE ADNO WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'NOR V*"AND NETAL••• • • DRAWN BY: DATE: IT• ••w± • • • • • • • ADE 10/10/13 6 SUBSTRATES WOOD OR SHALL MEET NRY OPENINGS, THE MINIMUM STRENGTH REQUIREMENTS ASS OWN N TABLEIERS SHALL BE PROPERLY G,SHEET 5. CONBY THE CRETE AIyDR E GIN FJ RS E dAD ApID�$TALLID 10 BE R FKED TRANSFER WIND LOADS TO THE STRUCTURE. DWG*: v.: FfY MA df 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: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 120 4 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT 99trEMSM TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS MIN.EDGE DIST. U4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE i BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS 1/4'MAX.SHIM SEE TABLE 1 W W W.CWSCC FLORIDA 34474 SEE TABLE 1 �M[�NDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 &9w PVC BY INSTALLER INSIDE AND OUT INSTALLATION EE TA�BLEEI1 ANCHOR HORZ SODER SEALANT BEHIND SEE ALE 1 IMPACT FLANGE BY INSTALLER 1/4'MAX.SHIM .n v PERIMETER SEALANT o `r PERIMETER SEALANT BY INSTALLER a c' p BY WALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR Lu SEALANT BEHIND SEE TABLE 1 w Q m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND SEE TA1 FIN BY INSTALLER o Z BLE B HORIZONTAL SECTION rC"\ HORIZONTAL SECTION a O 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE p HEAD AND SILL SIMILAR FOR FIN INSTALLATION Pv w Z W Lu IL a 1/4'MAX.SHIM o S. SEALANT BEHIND V FLANGE BY INSTALLER " Cal< Z PERIMETER SEALANTBEDMENT �ptttliSy, BSaF GNS DE AND OUT sP 4�G v No 58201 q z SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 A vERTICALSECTION .�C STAT OF 5 TYPICAL SILL ANCHORAGE 4�c�`-,<p R`O •\�� i�'6is*ONM. �z 11/2015 TABLE I:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIIEDGEDIST. LUCAS A.TURNER,P.E. 01 FLANGE CONCRETE(2.0 KSI MIN.) 3116'TIW TAPCON 1-1/2' 39 A#RA AVE.• ERI�I�TTE�R E%ANT•• 1239JABARAA FLANGE HOLLOW OR GROUT-FILLED CMU 117 PCF MOd 3116'ITW TAPCON 1' • IpIST M • NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1• • SI?E D • • PH.941-380-1574 • • • • ••• • HORIZONTAL SECTION DEg� T N: FLANGE GROUT FILLED CMU(ASTM G90) 3/18'ELCO ULTRACON 1-1/4' 2-1/! • • • • • • 5 BOX FRAME INSTALLATIONSHEET FLANGE 2X MIN.SOUTHERN PINE(G-0.55) 3/16•f11N TAPCON 1-w 7Ar •• • • • •• HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PONE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: ATE: 16 GAUGE(0.060")MPI.STEEL STUD #10-16 HI_TI KW IC-FLEXOR ITW FULLTHREAD • •UP TQoW INCLUI111NG A$OX-FRAME APPUCAT10N IS ACCEPTABLE PROVIDED: FLANGE • W/16"• • • • • • • ADE 10/10/13 (33 KSI YIELD MOV) #10 G SELF-DRILLING SELF SCREW 1HRU 0.060" • • • •!•�qi !1/4•FILLLti OF�LERI.METERN UCTIO -GRADE ADHESIVE CAULK IS APPLIED uwo#: REv.: 1/B'ALUM.(6063 T5 MIN)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD t�I TT Fl� CWS 871 B FLANGE 1/8'STEEL(33 KSI MNL) DRILLING SCREW THRU 0.125' ••�1R1Gi• •PRODU ANIDFIORAORDAN E WITH REQUIREMENTS AS FOV 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2' 1/2' SHOWN FOR FLANGE WINDOWS. SHEET 1:2 5OF5 ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • ••• •• •• • • • • • • -r 8/10/2015 Florida Building Code Online - HIM i' r, < s Depiftentof BCIS Home ( Login User Registration Hot Topics ( Submit Surcharge Stats&Facts Publications MC Staff SCIS Site Map ( Un;m Search Busines Professi ( Product Approval USER: Public User Regulation Product Aooroval Menu>Product or ADDiication Search>Aooiication Ust>Application Detail OMMM momFL# FL4334-R9 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 Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Authorized Signature •• •SjeyeiSctjrei4er. •• sjcRr•($b0r(Pr0ajog ite.com . .. . . . . ... . .. ... .. . . . .. Technical Representative Address/Phone/Email . °°° . ... . °°. .° ° ° ° ° Quality Assurance Representative •• • • • ••° • Address/Phone/Email OV https://www.flotidabuilding.org/pripr_App dd.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFiwHGK%21".xftC'78b/o2fL*%3d°0 0 0 • 1/6 I 8/10/2015 Florida Building Code Online Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval .• Soo . • • • • •• Date Approved •• j$/Q6j2j1; :•; • . • . . .. ... ... .. . . .. Summary of Products E4334.1 Model, Number or•NVmV �•� DQsd�ip Fiberglass Side-hin(f6 Dilor Units'- 6'-8"filpac(Ue I/S and O/S Single Door Impact Rated : •t�eri�ficabon Agency Certificate HVHZ: Yes � • � � IL4134 b9 C CAC NI005930.01.PDF hups://www.floridabuilding.org/P4 o4 -w Wo 8/10/2015 Florida Building Code Online Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x V-8" max FL4334 R9 AE 504B.g_df nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side-hinged Door Units - 8'-0" Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.�df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0" max FL4334 R9 AE 503B.Pdf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units - 8'-0" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.pdf Building Code including the High Velocity Hurricane Zone,rand . .Veri1IWAy: National Accreditation & Management Institute where pressure requirements as determined by ASCE F; ••: : :Cseated by Independent Third Party: Minimum Design Loads for Buildings and Other SAt:il As,•: • Waluablon Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4334 R9 AE 501B.pdf max nominal size. Hurricane protective system is NOT •Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FL0121-ft••forraddit'io al information. •• • • • . . % 4334.4 Fiberglass Side-hinged Door Units - 8'-0" Opaque I/S Door w/or w/o Sidelites Impact Rated ••• • • • • ••• • • Limits of Use ; ;•••; ; 4erj"ion Agency Certificate https://www.floridabuilding.orgtpr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2?(Vx.&C78�.2�;3d•• 0 0 3/6 8/10/2015 Florida Building Code Online Approved for use in HVHZ: Yes FL4334 R9__C_CAC NI005930 02 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.12df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4334 R9 AE 501B.1df max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.5 Fiberglass Side-hinged Door Units - 6'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.12df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.Ddf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side-hinged Door Units - 6'-8" Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930 01 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes .•' ••: .0/280&1 Design Pressure: +50.5/-50.5 InetalPaition Instructions Other: Evaluated for use in locations adhering ta•thaFtoriela FlU134.A9 II FL0120.12df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASC E7, Created by Independent Third Party: Minimum Design Loads for Buildings and Othep . et ruures lkvaleatienelteports does not exceed the design pressures listed. 1 0" x 6'•8''; GF1e4U34 W AE 502B.2df max nominal size. Hurricane protective systerrt4s Ndf Creaiei 5y Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional information. ... . . . . ... . . . . . . . . . . .. .. . . . ....... haps://www.floridabuilding.org/pr/pr_app dd.aspx?pararn=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fWxFkC'78a/oM%3d••� 0 0 4/6 8/10/2015 Florida Building Code Online 4334.7 Fiberglass Side-hinged Door Units - 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes X334 R9 C CAC NI005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0123.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R9 AE 501B.Dddf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side-hinged Door Units - 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.03.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +60.0/-60.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0122.1df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.1df max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO122-05 for additional information. aac� �e$t . .. . . . . ... . •• ••• •• • • • •• Contact Us:: 1940 North Monroe Street,Tallahassee FIL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copvrioht 20"2013 State of Florida. :;Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If youdp Awastypu�a snail a�ldr•�s r�'eased In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phon i0by�'�d itional aif wyou A�vgg aA questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under I hapterr W 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., =trgsluk rpprov&l Alcgpi;& so a htt s://www.foridabuildin •or�Pr/Pr app •• • 006 _dtl.aspx paramwGEVX wtD ttSMGyvqTunPuaFIwHGK%2fQFMC78%2fE%3d • • 5/6 W10/2015 Florida Building Code Online - RM RR q E sGCI><1 mmrtttC4v mid= •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • 00 • • • • • • • • • • 0.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2?(Vxx?I- MEI%2f]1%3.f•• • • 6 /6 cv NOTICE OF PRODUCT CERTIFICATION ' Company: Masonite International Corporation Certification No.: NI005930.01 1955 Powis Road Certification Date: 02/17/2005 F• West Chicago,IL 60185 Expiration Date: 02/28J2021 - Revision Date: 02/20/2015 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w and w o Si a tes w oo Frame unless noted) Specification:TAS 201/202/203-94/ASTM E330 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X US Opaque 3'0"x 6'8" +70%70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 X O/S Opaque 3'0"x 61" +70/-70 10.5 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XX US Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XX O/S Opaque 6'0"x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 Double 8.25 psf" Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XO/OX US Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO US Opaque Door 9'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO O/S Opaque Door 9'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites .. •.• . . . . • 8.V psf' Sidelites-Yes Maximum Panel Size:3'0"x 6'8" • • • • • • . • . Anchor Detail-MA-FL0120-05 OXXO US Opaque Doors 12'4"x 6'8" • •.+90.54-59.5• • • 2.86 psf Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites so* ..; '.; '�' 0 0 0' Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXXO O/S Opaque Doors 12'4"x 6'8" +55/-50.5 6.0 psf/ Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites • 0 •0 0 X8.25 A6f' Sidelites-Yes Maximum Panel Size:3'0"x 6'8" • • • . . • • • Anchor Detail-MA-FL0120-05 *High Dam Threshold •� �• • • � • • • •• • � National Accreditation&Management Institute,I»/4794 George Iashingten Memorial Highway/Hayes,VA 2307 Tel: (804)684-5124 Fax:(804)684-5122 ... . . . . Go* . NORUTH&RIiED SIGNATURE: . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Luis R. Loms P.E. 233 wMain St Manufacturer. Masonite DanvIls,VA 24541 Report*504B 434.68""9 Date: 05/21/2015 rilomas(Mldomaspe.com Product. Single Door 3'x6'8" Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA FLO124-05 DWG-MA FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA FLO126-05 DWG-MA-FL0140-05 DWG-MA-FLO160-07 DWG-MA FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 1/4"Tapcon,for masonry installation Anchor capacity In shear condition: Solid members w/&Waut gap: Fastener type:#10 wood screw (NDS 2012,TRU) Cap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member:Douglas Fir-Larch Main umber:Spruce-Firm-Fir Side member thickness: t.= 1.000 in Main member thickness: t.,= 1.500 In Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi Side member dowel bearing length: I'= 1.000 in Main member dowel bearing length: I.= 1.140 in Mode T. Mode I. Mode II Mode III„ Mode III, Mode IV qm= 509.2 Ibsen qs= 707 lbs/in A: 0.0008 A: 0.00120 A: 0.00134 A: 0.001689 P= 580.5 lbs P= 767 lbs 8: 1.07 at 0.57 8: 0.5 8: 0.000 Ko= 2.200 Kt,= 2.200 C: -342.139 C: -212.263 C: -223.524 C: -93.6 Za10 aW lbs Z,= 321 lbs P= 265 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs •0 0•00• K,= 2.2 P= 246 lbs P= 263 lbs P= 235 lbs • • • •• :••••: Min.Desist value: ••t= : 107 lbs Zs 120 lbs Ko= 2.2 Ko= 2.2 K,= 2.2 •0••0• •$1I Vactori • Co= • 1.6 Z. 112 lbs Z. 119 lbs Z. 107 lbs • Allowable Dssigi•Volu9(ZCD): Z'= 171 lbs/anchor • Fosterer type:1/4°ITW Topcon N.OA.12-0816.06 •••••• •9•• •• •• • • •Substrate:Hollow block Minimum embedment: 1.25 in 09.10• 0000 00.000 • • E e distance: 4.00 in Tabulated shear design value: Z= 202 lbs ••••• •••• i •10 1 •distance: 2.00 in Tabulated shear design value: Z= 161 lbs • • • •10 ertge 9 • , •••••• Actual distance: 2.50 in Reduction factor: 0.85 • • • ••:••ltpaaing: 4.00 in Tabulated shear design value: Z= 202 lbs •:•••• :10.10.10 •••••lipacing: 2.00 in Tabulated shear design value: Z= 166 lbs •• • • /,c}M pacing: 3.00 in Reduction factor: 0.91 •••••• ••avowable Design ValueO(ZfAN); Z"- 156 lbs/anchor • •••• Minimum anchor capacity: 156 Ibs/amhor Note:Anchors with the least capacity Is used for calculations to qualfy anchors with higher capacity. Anchor calculations.minimum reoulred anchors 36.38 Design pressure: 85.0 psf Area Load Max. Anchor 1 Zone Ind. (in) O.C. Cap. Qty Load Result A. 79.25 ( ) ��) (in) (lbs) (lbs) q1 Al 2.3 195 WA WA 156 2 98 OK At 7.7 656 6.00 18.00 156 5 131 OK \\I l i 111///, z� �� g R• L 0 iii *• 0 I!toW � • s TAT OF ; doe 4P 46 Luis R.Lomas P.E. FL No.:62514 1 of 2 5/28/2015 Luis R. Lomcs P.E. 233 wMain 3t Manufacturer. Masonite DanvBle,VA 24541 Report* 504B 434.666-W09 Date: 05/21/2015 rllomas(Mldomaspe.com Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYP. 6.00 13.45 MAX.O.C. 79.25 • eNotob 00 •••••• ••• •• •• ••••• •••• • •••• ••••• •• 600•• • '. ;MchaMocatiogs inQigated in this document are the minimum required for the described product exposed •;•••• It.Wesign pVBure:ndicated herein. • • `TAT 4F +r4, 00! • 70)VAI.'F Luis R.Lomas P.E. FL No.:62514 2 of 2 5/28/2015 d"" -�® 149'MAX 0"All FRAME VOTH � Do �� O 20.5' MAX 38.375" MAX. HURRICANE SEURMLLE FIBERGLASS DOOR UNIT D•1-0• PANEL wRDTH MAX. 8'-r DOUBLE DOOR WITH/WITHOUT SIDELTTES W/„STKAGA FRAME i V)CO GENERAL NATES ® ® ® ® Q U 1. EVALUATED FOR USE M LOCATIONS ADHERWG TO U,U THE FLORIDA BUILDING CODE AND WHERE PRESSURE C U) REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM F— DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. m DOES NOT EXCEED THE DESIGN PRESSURES LISTED. (� 2. A HHURPoGWE PROTECTIVE REQUIRE (SHUTTERS).F —L p ut 3 01 son POLYURETHANE CORE FLAME SPREAD INDEX OF 50 LCC AND SMOKE DEVELOPED INDEX OF 80 PER ASTM ES4. 4. PLASTICS TESTRG OF FIBERGLASS FAdNG. TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEIAP ASTM DI 29 752'F> 850 T r RATE OF BURNMG ASTIR D835 0.58 IN C-1wl SMOI(E DENSITY ASTM D2843 53.4X TENSILE STRENGTHS I ASTM D838 I 3.2X DIFF COWARATIVE TENSILE STRENGTH•4500 HOURS XENON ARC METHOD WEATHERING DOUBLE—DRIB UNT w/Sly m*ftIDwm OWN M0..Abma5v90 1313 13 ® 1313 13 ® 13 ® ® ® 1313 1313 n pyo oa o : : U. o o ��2 _0 5 00 Do ,00 00 0 . Do 11 00 0 0 0 * X,, .. ol I �l a • .. . . . • • cmc DOAK UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGI E DOOR UNIT•• **slftcoAQdImwt&mDOUBLE DOORI ffi f W fSID£LiTF'S WITH SIDELTTE WITH SiDELITE•• ••• •• • • • •• w D U m x Z WHERE WATERIS DESIGN PRESSURE RATING REQUIRED TO BE 15X OF DESIGN PRESSURE 4r j /L orate: 2/11/05 TABLE OF CONTENTS N ,C �" 7 SHEET DESCRIPTION + — — +1 .O —1 0. 7,76. + .0 —70.0 N.T.S. 1 AITONS do GEN NOTES + — — it . —19.0 + — + .0 otaa.an SINS 2 n & OX or XO 75 1+50. —50. 55. 1 — 40. - + -50.5 0 112.5 + — — 1 —1 40. —4 . + — .5 KURT BALTHAZOR talK 3 ANCHO TNG LOCATIONS & AILS OXX 149 + + 1 —19. 40. + FLORIDA P.E DRAMM�` • High V= ThreSholdDeaton #56583 —Ma—ROt20 OS SHIXT a • •• •• • • • •• •• EEEI Q 6' SEE DETAIL 3. 6` to U a 3� m m • . Q...... "� - r n• L U Wl a SEE DETAIL — — U) — 3 r SEE DETAILA - - - SEE DETAIL .C. — 8 w a 8 N a G "t OA 8 G G N n 1 1 I I6-3'1 ' 3' 6' SEE DETAIL FROM 6• 'F 18 x 2-1/2" �o w Y3) ASTRAGAL RETAINER BOLT HOLE vo MUST BE DRILLED THROUGH a z „ #10 x 2" THE THRESHOLD & INTO THE aww 8 x 2-1/2 STRUCTURE DEEP ENOUGH iU #10 x 5/8" DETAIL E" ASTRAGAL FOR A 1.375" THROW 2;2 o z ATTACH ASTRAGAL RETAINER BOLT #8 x 2-1/2„ #10 x I' STRIKE PLATE TO FRAME DETAIL "F” ASTRAGAL D #10 x 5/8" #10 x 1" AS SHOWN. rn 10 x 2" •• ••• • • atv'" " { NSM DETAIL "C" • ••:0.s24`AI8M • MW 161W. DETAIL "D" TYP. now"E~ •i ••i ••• i i • woc�mx p� aae e SPACERM y UM fe x 1-1/2•pm WE 2111105 l • 6:0 l L11L�- •••• • •• � SCALLaN.T.S. 0.982 • • Dow asa • OR eCua ar: SWS 1.375' 1.75' rn .04Y ••• ••• • B cm or — • • • • • • • T T T • • • L•GLAZING DETAIL BROM NO- INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM OO/S THRESHOLD JMPACT RATED GLASS M-MA-n.0120-0 lsrm g OF ••• • • • • ••• • • • •• •• ••• •••• ••• •• ••• • • • cc 00 SEE DETAIL 3. 6" 6• "E" SHF. 2L 3' �3. 3 6' I 3+ I -3 I 6" m z U U Y SEE DETAIL W N"D" SHT. 2 - - SEE DETAIL w o "C" SHT. 2 A w 0 v m io 6' 6"- r I Ilk 3" 3" 3" 3• f 3- �I � 7owm SEE DETAIL 6F" ' 6" to of " Sm. 2 F Fn 9 m a an zz ATTACHMENT DETAIL t ,•, ; 025' HARDWARE SCHEDULE � MIN ° 1 .ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MAX m 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ao SIGNED AND SEALED BY ROBERTO LOMAS, PES o m z SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED (FLORIDA #62514) WITH THE LOWEST (LEAST) CL- �.- AT 5-1/2" CENTERLINE. U30 -- FASTENER RATING FROM THE DIFFERENT FASTENERS w i5Oo BEING CONSIDERED FOR USE. JAMB, HEAD, AND f.,. 2. 4" X 4" FULL MORTISE BUTT HINGES. �IN THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". ' •�•• • • • • t t•CORRUGANDD �tox2N wood SCREW (2 tox2- ' e !. t•• •i i i i F�tOM E�tCEND 8' FROM ElaCH END SCR 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t.so" • • • ••• VOD � ClOC AND t2 oc EACH END • • • • • • • • ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0 o • • • •• w o m x z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM ACCMC MINIMUM EMBEDMENT OF 1-1/4". CL- CAULK 2/11/05 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO • • • ••• • ACRC { ® scut: N.T.S. • • 11. • • • • • • CL VAQ Hr. SWS TRANSFER LOADS TO STRUCTURE. ••i i•i •• • •• • • ox er 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYROAL WOOD BUCK( ••• :69M94TION COMBINATION COMPOSITE owamxs rro_- ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) oxac-wA-Ftoi2o--o5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 10/28/2015 Florida Building Code Online a f01da Dpi bTnead Bas Home Login User Reglaratlon Hot Topks Submft Surcharge Stats&Fads Publications ( FBC Stall KIS SRe Map ( Unks Search Busines Professi , Product Approval USER:Public User Regulation i Product Approval Menu>Pmdud or Aoolicatlon Seardi>Apolicatlon LW>Application Detail n, I � FL# FL17860 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Poweriine Rd Pompano Beach,FL 33021 (305)888-0077 joe_sixto@usalum.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exte=Asmsemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1. Evaluation Report-Hardcopy Received • • ••:0 0•Florida.Enginwer or Architect Name who developed the Javad Ahmad ; OEvaluaflWfRe*rt ••0000 ';"';Florida0l_icense0 PE-70592 '• 0 Qualit"rplce Entity National Accreditation and Management Institute •:•••• •0 0•Quality 4VuWgce Contract Expiration Date 12/31/2019 ••• 00 0000 Val Idatid d 0 0 Jesus Gonzalez,P.E. 0 00000 •• • *00* J` Validation Checklist-Hardcopy Received • • •• 0000 0000••• CertifiLIMCMAdependence FL17860 RO COI SS-Outswina Door-CI 2014.Ddf •�•••• •• •• 0000•• 0:0000 •0.0 Refereoced Standard and Year(of Standard) Standard Year ' • TAS 201 1994 0000 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.floridabWlding.orgtpr/pr app_dtlAspx?param=wGEVXQwtDgt2ZOX6B2YIUr3arp66eS7gynCFlZuowpVPtl6CXKtCoA%3d%3d 1/2 } 10/28/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/05/2015 Date Pending FBC Approval 07/21/2015 Date Approved 10/16/2015 Summary of Products FFModel,Number or Name Description Series 230 Aluminum Outlawing Door Large missile impact resistant aluminum outswing door. f Use Installation Instructions d for use In HVHZ:Yes FL17860 RO II SS-230 Aluminum Outswing Door LMIld for use outside HYHZ:Yes W15-32.odResistant:Yes Verified By:Javad Ahmad PE#70592 Pressure:+80/-90 Created by Independent Third Party:Yes ee drawing 15-32 for span vs load combinations and Evaluation Reports n details. FL17860 RO AE SS-230 Ouitswing Door(LMI,)-PAE 2014.odf Created by Independent Third Party:Yes 17860.2 Series 230 Aluminum Outswing Door Non impact resistant aluminum outswing door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17860 RO II SS-230 Aluminum Outswing Door(NI)W15- Approved for use outside HVHZ:Yes 33.odf Impact Resistant:No Verifled By:Javad Ahmad PE#70592 Design Pressure:+60/-69.7 Created by Independent Third Party:Yes Other:See drawing 15-33 for span vs load combinations and Evaluation Reports Installation details. FL17860 RO AE SS-230 Outswino Door(NI)-PAE 2014.Ddf Created by Independent Third Party:Yes 17860.3 Series 249 Aluminum Outswing Door Large missile Impact resistant aluminum outswing door. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL17860 RO II SS-249 Aluminum Outswina Door(LMI) Approved for use outside HVHZ.Yes W15-30.Ddf Impact Resistant:Yes Verifled By:Javad Ahmad PE#70592 Design Pressure: +100/-141 Created by Independent Third Party:Yes Other:See drawing 15-30 for span vs load combinations and Evaluation Reports Installation details. FL17860 RO AE 249 French Door ILMI)-PAE 2014.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee Fl-32399 Phone:850-487-1824 • • •• ••• e Site of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privaw Statement::Accessibility Statement::Refund Statement •••••• Under Ao�lda 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 • • • malIt this e'btity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section •••••• 099960 455.2$(1),Flotilla Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have • one.Tho enwils pauvided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal • • addresli fi fe9elpaovide 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: ••••• •••• •••••• 0*00 •••••• MkT'R:CS' •••••• •• •• •••••• •••••• •••• • • *00 • https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgt2ZOX6B2YIUr3arp66cS7gynCFIZuowpVPtl6CXKtCoA%3d%3d 2/2 kN AL-FAROOQ CORPORATION nt CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61 G20-3• METHOD 1 OPTION D FL 17860 Date:7/01/2015 Detailed Product Description: Manufacturer:T.M.WINDOWS, LLC. Manufacturer Address:601 N.W. 12TH AVENUE–POMPANO BEACH, FL.33069 Model Name:SERIES 230 ALUMINUM OUTSWING DOOR W/SIDELITES Maximum Frame Width:37 7/1V(X)/715/8"(XX) Maximum Frame Height:96 3/r Maximum Load:+80 PSF.-90 PSF(Large Missile Impact) Installation Drawings#W15-32 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. Comparative analysis used —Yes X No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) d3 9 ASTM E283 Air Infiltration Fenestration 02/07/2008 LL FTL-5458 Carlos Rionda,P.E. Leakage Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. ASTM E331 Water Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. OR ASTM 547 Penetration Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. &TAS 202 se ;••••; ASTPE330 YnlFQrm Static Air Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. • ' .4;N702 • •Press. Testing Laboratory 01/29/2002 FTL-3355 Luis Figueredo,P.E. *:sees a 06/26/2000 FTL-2648 Aldo Gonzales,P.E. sees. •• MA 130400 Fed Entry Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. •..;.. ,� •��• Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. sees.. sees.. sees . . sees 1235 SW 8ph Avenue Miami,FL 33174 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com alfarooa@afcena-com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) - ywk e "r !'+ f !4M Ti m' �' 1 r ° j�$ rq v -x r sy x4 tI t k t x 9 1ra�a4 a Jnr oil+ ` , ,�, .. r ., inr FBC 1626.2 Large Missile Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. (TAS 201&203) Impact&Cyclic Testing Laboratory 01/29/2002 FTL-3355 Luis Figueredo,P.E. 06/26/2000 FTL-2648 Aldo Gonzales,P.E. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: %,0 Ah r'+ Javad Ahmad PE#70592 ? er!e Te�eea •' AI-Farooq Corporation EB#3538 = Z.-A% BT 00. r�+ SC\Y:\users\veronica\StatewidePA Evaluations\TMWindow\2014 FBC\Swing Door\230\230 Outswing Door(LMI)-PAE 2014.doc • • 9999 • •• 9999•• 9.9900 • • • • • •99.9• 9999 •• •• • • • •• 9999 • • • •990•• • 9999•• •9 9• ••••0• • • • • • • • • •• • • • • 099900 •09• • • • • 1235 SW 87th Avenue I Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com alfarooq@afcens.com (6)ANCHORS (' AT MTG. STILE ENDS (6)ANCHORS AT AT ANCHORS v MULLION ENDS AT MTG.STILE ENDS HAT D O.C. HEAD/SILL AT 3`O.C. M HEAD/SILL 71 5/8' 149 3/8' HEAD/SILL v� FRAME WIDTH FRAME WIDTH ZC SURFACE APPLIED 13•MAX. S`MAX SURFACE APPLIED 7• 3• 13'MAX. 5'MAX. 0y� J FALSE MUNTINS -_ '^� FALSE MUNDNS P• MAY BE USED /\ -- HEAD I CORNHEADERS MAY MAY BE LL USED E -- A HEAD/SELL �I HEAD/SILL CORNERS I Q a LOCK\ 4' OPTION LOCK � � � �• Ir" ,,. ,," OPTION g2' � !� o �✓ I✓/ // // n o n------ o -----n----• I 3 n NO a ro I 310 � n 1 10 __ ac_=__ / H p IN-A�ITIVE j AC)nVE 'D II IN-A�,1TVE ACYNE m M v a\ Lj ii 4 Z0Z n 26 5/8• ` 26 5/8' rn 33 3/8' ` ' 25 1/2' ` " 25 1/2` 33 3/8• Z a D.L.OPG. D.L.OPG. \ D.L.OPG. D.L.OPG. D.L.OPG. D.L OPG. ` O N F n PANEL WIOTH 34 1/2• 1 1/4' PANEL WIDTH 34 1/2• e O PANEL WIDTH PANEL WIDTH 1 1/4' 37 5/8' 71 5/8' 37 5/8' SIDELTIE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH ( XX ) ( OXXO ) o TYPICAL ELEVATION is THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. r SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS SERIES-230 HURRICANE ZONE(HVHZ). LARG MISSILE IMPACT ALUMINUM OUT—SWING DOOR W/ SMELITES WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ••• •• ••• • • Wpoco LOADS TO THE STRUCTURE.APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS A-TM PRODUCT EW"RJh DocuP�D,)41RPAn�e1•Dyg�E mWITH OR WTTHOLIT SIDELITES. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS IS GENERIC Arra DDEs wbT AlMnt�v tER AsOV�EIIFIC • FL #178604 SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Pao4CR LA•WHERE TME 5•E CONDR•NS fm*FRSI nt PAD.• SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. ANCHORING OR LOADING CONDITIONS NOT SHOWN M THESE DETAILS ARE B-CONTRACTOR To BE",orm&*F&TxESeECriA PuRCRAsE•AND �• 1 111 A INSTALLATION of THIS PRODUCT BASED ON THIS PRODUCT EVALUATION NOT PARI OF THIS APPROVAL PROVIDED HE/NE DOES NOT DEVIATE FROM THE CDNMONS DETAILED ODD- DOORS O o O APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION DH THIS DOCUMENT. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. c-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF �� $ ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE AUERED BY Aar mlh Ns• ••• ••o 000 • 882 •: No,70 _ $ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT o- OR EHd RErnm(ROP.) -�:• •'*- COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOH TME PRo,IEc1•A•D WHO WILL•E asPo•saBt FOR TF!PRORrR } REQUIREMENTS OF THE FLORIDA BUILDING CODE USE OF THE P.E.D.•NGINE•RPOF RECORD,•CTIM ASA DELEWTED >R ENG/JEEtI TO 7HOW-0 DrAW R SHALL m T UMER 8TATBOF f drawing no. MANUFACTURER'S (ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIPC DRAWINGS FOR REVIEW. :•A� W15-32 IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE E-INS P.E.D.SHALL BEAN THE DATE AND ORIGINAL SEN.MID SIRRATURE OF LABEUNG TO COMPLY WITH SECTION 1710.8.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED It If j\ sheet 1 of 7 ••• • • • • ••• • • • • • • • • • :00.:• • •• •• • • • •• •• •••• • • 0 000 0 0 3/18"HEAT SIREWD MASS 090'Interloyer a I T5atie■Clear And Color Gloss 3/18'HEAT SIREN'D GLASS v� SY Tcstmon Chemical Co.' z.090*Interlayer 3 13/18"HEAT STREW D GLASS SaOex Clear And Color Gloss 8y'Eastman Chemical Co.' SILICONE GE RGS77 MWGLAZE SCO 3/18'HEAT STREN'D GLASS O) * TREM GS77SILIC00 GE R� o �' 37 7/16' 7676 1/I I 115 3/16'MAX. 115"MAX. i 11A1C. 0.460'OVERALL LAM. GLASS 0.480' OVERALL IAM. GLASS n �I GLAZING RETAIL GLAZING DETAIL (DOOR LEW) (SIDEM rn M v (x) (x0) (oxo) (x0x) 8 N L5 (ox) Z .0 71 5/8'MAIC 110 1 2-MUX. 149 3/8'MAX. 37 5/8' jR g Z Z W 0 (XX) (xxO) (OxxO) (0) (Oxx) APPROVED CONFIGURATIONS ••• �a : : ••• : : ••• c m • EGRESS RHQUIREMENFS iO4BE REVIEWED BY AHJ. MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF • • • • • • • • • ( SIZES9HM AME oR R) 90.0 PSF; •• ••• •• • • • •• 11 FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED ••• •:• : ••: •• �1�• No.70NQ gam+ LIMIT EXTERIOR(+) LOADS AS FOLLOWS- +80.0 PSF NOTE: • • • :06 • • 2-5/8'THRESHOLD m -1`e• {} :�Y- 1-5/8'THRESHOLD +53.3 PSF GLASS CAPACITIES ON THIS SHEET Aft-0 •• • •• • • • • • 1• • • • 3-1/2"THRESHOLD +80.0 PSF BASED ON ASTM E1300-09 (3 SE4eGUSTS • • ••• ova OF drawing no. AND FLORIDA BUILDING COMMISSIONi !(p�pC.i q�°` DECLARATORY STATEMENT DCA05—DEC-219 FL #17880 �®tvA1. W15-32 � nn sheet_20f 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • TYPICAL ANCHOR IBY SEE ELEVATIONS WOOD BUCK m FOR SPACING:` EDGE.OIST:• :. T" EDGE STRUCTURE F.B.C.MErAL APPROVED NDOE'OIST: f :�� a D5f• EDGE MULLION&MULLION ANCHOR n DIST. SEE SEPARATE APPROVAL ZO J ..._ •r.-•;:•'r' DIST. sa �g a 7 ja II 'y \ 6 I is TYPICAL ANCHOR TYPICAL ANCHOR TYPICAL ANCHOR TYPICAL ANCHORS 6 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS a FOR SPACING FOR SPACING FOR SPACING FOR SPACING 8 O iFLUSH�I LT FAID BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS �7I'ICAL ANCHORS: SEE a".FOR SPACING LL�rb PENETRATION SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DIA R e. N EY 'Ery CV (Fw 177 KSI,fry-155 KSI) a i3 �L� RANSFER THEM TO THE BUILDING STRUCTURE. �i el u INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OPTwNa 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) I THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY IWO CONC. OR MASONRY o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) g� M 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) p1/4' DL& TEKS OR SEK DRI LING (GRADE 5 CR) �Q c, U � � a � INTO F.B.C. APPROVED MULLIONS (MIN. THK_ 1/8' W 6 o f+ INTO METAL STRUCTURES p-m 0 7WS STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) Z;O ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 3Z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) g MITIC.AI_ EDGE DISTANCE � 1=to 12 INTO CONCRETE AND MASONRY = 2-1/2" MIN. !WO WOOD STRUCTURE W 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOW AT HEAD OR JAMBS SG o 0.55 AGN. i ' CONCRErE AT HEAD,SILL OR JAMBS Ire e 3000 PSI MW. c C-80 HOLLOW/FILLED BLOCK AT JAABS fm ® 2000 PSI MIN, c PTIO REQO.FOR 16 3 ROWS ;�4 - DESIGN LOADS i REOD.Fart m 8 ABOVE+53.3 PSF 9 DESIGN LOADS° ABOVE+80.0 PSF1/2"MINSMS • 8 •FLUSHBOLAT 12"O.C. AT 1�"O.C. • • • • • o0 INEITanoDOOR DETAILS7 • ••• •• • • • ••ALT. ALT. O7I18 2 n I I , 1 I .....3/N1"X3/a. L A.x33/a ` I ( •• • - •,3/8" a3 ENDS e • ••• •• • •• �: 'b2-1/4"FROM • •SILL ENDS '° r... ' oSlllo. a • •YPICAL ANCHOR H • AIVCHINtS :• d •• • • • ••• �n� , drawing no. vSEE ELEVATIONSSEE ELEVATgR DIsr. . .:a'- ` W15-32 FOR SPACING FOR SPACING �__ EDGE DIST. FOR SPACSEE ING FL '17860 iS%•.......'�`-�� + n 1 11 sheet 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4- /-MAX. 1/4"MAX. METAL L .. C SHIM STRUCTURE W M TYPICAL ANCHORS SEE ELEV. O ; FOR SPACING ACTIVE LEV TYPICAL ANCHORSSEE EL k o FOR SPACING £ 6 g a EXTERIOR o� D.L.O. I O N •••, LEAF WIDTH coley Ix WOOD BUCK • FRAME WIDTH Z FLUSH BOLT AT INACTIVE LEAF FLUSH BOLT AT ACTIVE LEAF .I 1/4"MAX. CIO SHIM p Lo J r7 1/4"MAX. ccc�� lei. SHI © yi O 29Y VO00 K N QOR =o D RE TYPICAL ANCHORS NOT REDD. 0 m m JIL SEE EL18 _ FOR SPACINNG6 1N-ACTIVE LEAF 31 FOR B Pd PSF ACTIVE Z Z� n • OR LESS 3 Z Q w l t : w o 5w tl 21 s OPTIONALLEAF H4 1B EXTERIOR LEAF WIDTH TYPICAL ANCHORS Vo SEE ELEV. HINGE ASSEMBLY LOCK OPTION Al FOR SPACING v m m DOOR FRAME WIDTH ' •• ••• • • • • • •• c IN-ACTIVE LEAF ACTIVE LEAF •• ••• •• • • • •• \ `�T L T 1 � ' m • :• {r :T1=• ••• LuLiW •• • • ••• eTA7HCgtip, i® p. W15-32 FL #1'7860 AUl6 � 1 (sheet 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS n FOR SPACING EDGE DIST. O a� 0 ANCHORS 1/4'MAX. AT 4-1/22 -FROM ENDS LL Id SHI 3 © O AND 16'O.C. MAX. 18 I �• to M v �g1 M tx I W Z 35 > g OPTIONAL I Q a U LEAF WIDTH O N L li I c a 1 1/4• M-- HINGE ASSEMBLY s Z P 33 Z a W I SIDELITE WIDTH DOOR FRAME MOTH M. , Hma � OVERALL FRAME MOTH O TYPICAL ANCHORS SEE ELEV. FOR SPACING ' c 5 •• ••• • • • • • •• cm :.I • • • • • • • • • e o 1 • •• • • • • ••• •. o O �� •• ••• •• • • • •• 111 tt/ O ° o ° • • • • • • • • •• Nm 70W EDGE.DIST. .• I • • • ••• • • � :• * •• TZ'- $ TYPICAL ANCHO • •• • • • • SEE ELEVATIONS •• • • • ••• ' .,SSWE� drawing no. � '�O1"D"�� W15-32 FOR SPACING LSIDEMTE DETAUSDETAII.S FL17860 �' i•.... ...•• \�� I i I \ sheet 5 of 7 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I^---3400--1 ITEM 8 PART g QUANTITY DESCRIPTION MATERIA, NANF'./SUPPIXER/8mBn u p6E2.125 1 1M-38A 1 FRAME HEAD 0063-TO - L 2 GW 28615 1 FRAME SILL 6063-T6 - L773 An mS10 2A GW 37319 1 ALT.FRAME SOL 8003-T6 - T. 3 1500 21� GW R HINGE 0572 29 365 1 ALT.FRAME SOL 6063-76 - Q .� CENTER HINGE 3 GW 38572 2 SIDOJTE FRAME 0003_78 3A TWI75 2 DOOR JAMB 6063-TO - �O �L848 4 CW 38048 -1 PANEL LOCK STILE 8063-T5 2125 125 4A TM172 1 ALT.PANEL LOCK STILE _ 8063-T6 O FRAME HEAD 5 GW 389 TM-038 024833 _ 1 PANEL HINGE STILE 6083-TS - 4 6 TM-061 2 PANEL TOP/BOTTOM RAIZ. 8003-18 2125 0572 GW 37889-A W7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-T5 END OF OR STILES(TOP/BOT(OAQ a 2.125 OUTER HINGE 8 GW 37809A 2/HINGE ASSY. TM OUTER BUTT HINGE 8003-T6 DOOR P a ANEL/FRAME HINGE SIDE 4 Q _T0 GW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 6063-76 DOOR PANEL/FRAME HINGE SIDE p '�ge 1.012 •y 1.012 HINGE PIN 10 GW 32222 2 DOOR LOCK INSERT 6083-T5 LOCK 570.E 3.000 11 - 2/LEAF 3/4 x 1 1/4 x 3/4 x 1/8'INK.CAP ALUMINUM 3'LONG 3000 16 4037 AS REO'D. 'ULTRAFAB'CENTERFIN WOOLPOF WOOL LOCK STILES.JAMBS.HEAD.SOA T 062 L843 18 1/HINGE 7/32.0 HINGE PIN Z Qj L1643 3.601 - STEEL AT EACH HINGE ASSEMBLY W d I 21 2/LEAF 1/2'0 THREADED ROD.WASHER&NUT STEEL TOP/8077011 END RAILS 1500 .11— I 22 SERIES 400 1 KWIKSET KN00.0CK ACTIVE LEAF �1.500� 23 SERIES 600 1 KWIXSET DEADBOLT - ACTIVE LEAF n O /10 X 5/8' HOCAP 24 - 2/HINGE ASSY. HINGE BUG PLASTIC H040E ASSEMBLY SIDEUTE FRAME DOOR 75 F.H.SMS #F.110 x S/8' SHOI2S - 36 DUST PLUG(OPTIONN.) PLASTIC DOOR JAMB INSTALL SCREW HOLES 3 cw 36572 ® TM1F.H.SMS 26 - AS RECD. /10 x 1'P.H.SMS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS C a L574 0 27 2/HINGE ASSY. HINGE CAP PLASM HINGE ASSEMBLY $ M v -{II 1 .750 II o 29 1 SILL ADAPTER(1'X 1•X 1/10"TUBE) ALUM - 30 1 SILL ADAPTER(1/2•x 1•x 1/1V TUBE) ALUM - 2a5 _j ,d 31 TM-075 1 LOCK STILE REINFORCEMENT 6063-% FULL LENGTH®DOOR LOOK STILES 3501 I o I I 7.689 TM-054A 2 MULLION 6063-T5 BETWEEN DOOR/SIDE UTE JAMBS ! I 3 U O WEATHER-STRIP ADAPTER 3A00 ,� °d 134 GW 31958 4 CIASS STOP 0063-TS SIDE UTE GLAZING PEfOMETER O N m I GW-31826 g GW 36737 OPTKINAL O.G.DECORATIVE MOULDING DOOR PANEL PERIMETER TM-15M OPTIONAL O.G.DECORATIVE MOULDING ^ .675 I II I 6063-T6 DOOR PANEL PERIMETER ' .415 I---1.750--�-I 2126 Fes- iR a O DOOR TOP 8c BOTTOM RAIL TM 081 HINGE ASSEMBLY .280 6 4.753 4.753 3.375--y © DECORATIVE MOULDING 3'� .625 GW-36737 MO .062 425 .C62 A75 500 L000 'm7 p .a� A6z L� .7sD 1 '� r zaa� L7so 2014° 3A00 1250 —I I �I I + Lip �17I I01 -d 1-332 F--3.186--I 262 4.000--d I-�4D00--d ® ® •• ••.•!•-• • • • • •• C 0 ® DECORATIVE MOULDING ® DOOR HINGELE SILL ADAPTERS O DOOR LEAF'STILE O IST. DOOR 11i�• • MULLION m GW 36048 • • • •� • TM-054A g L1S7 p- .600 F- 3790 • • • • • • • • -- • • • •• • • ••062 1111 --I ON- L213 • ........, n I` 640 �{ L157 7801 L65s ,•app , .600 }— 1595 I 2500 2S9S L5S4 •• L •• : ••: ••• •,. N0.70882 • �. 062 .62s ,625 • • • • • • • :• 30� —� T_ •• • • • *00 STATE .� � drawing no. 3000 3=o a2s '�.� '3 ? p�. 6015-32 OGLASS ISTOP O STD. FRAMES ILL O ALT. 9 ILL ALT. FRAME SILL LOCK STILE REINFORCEMENT 7 .�..... x z u ® TM-184 31 TM-075 FL #17860 �� 1 fihefit 6 of 7 ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 26 � z 1 21 9 CC fag O FRAME TOP CORNER ^ SIDEL.ITE CORNER 1 n to to SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED Q czi WITH WHITE COLORED SEALANT. 3 SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. O 1 a—m GES _ m 9,:o 3Z a^ 7-5/8'LONG ALUM BUTT HINGES,AT 11" FROM EACH ENO 3 Z a sI AND ONE AT MIDSPAN OF LEAF. DOOR LEAF CORNER g LOCKS ~ a OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2'OR 48'FROM BOTTOM 6 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR o AT EACH ACTIVE LEAF LOCK STILE, 36'OR 39-1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS / o AT TOP& BOTTOM OF EACH LEAF LOCK STILE j (4)AT DOUBLE(XX) DOORS. (2)AT SINGLE(X) DOORS OPTION 2 �o •• ••• • • • • • •• c m • • • • • • • • • o 0 MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED • • • • • • • W AT 34-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE • •• 00: • • ••• • O FASTENED WITH (2) #12-28 X 2-1/4"OH MS ••• •• • • • METALLIC STRIKE PLATE AT 34-1/2"FROM BOTTOM •• •• \\\11 TIT n OF INACTIVE LEAF LOCK STILE FASTENED WITH ��\\�/� i (3)X10 X 1/2'FH SMS � 1}sJ M I � MANUALLY OPERATED CONCEALED FLUSH BOLTS • ••• • ••• • •;' n AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE • • • • • • •-• T• No.7011V OPERATORS AT 10-1/2-&76-1/2-FROM BOTTOM • • • ••• • • _#;• .�. FASTENED WITH (2) #8-32 X 1/2' FH MS •• • • • • • • • - :• (FLUSH BOLTS AT TOP&BOTTOM OF ACTIVE AND MOTIVE LEAFS FRAME BOTTOM CORNER •• • • • ••• nuEOP Browing no. TO BE ENGAGED DURMD PMODS OF HURRICANE WAFWINO) '' W15-32 FL #17860 ;. Bneet 7of7 00 00 • • • • ••• • • • • • • • • • • • • • 000 0 0 0 ••• 0 0