The URL can be used to link to this page

WS-15-1260 Inspection Worksheet - Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-235453 Permit Number: WS-5-15-1260 Scheduled Inspection Date: August 26, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: SNELL,JEREMY Work Classification: Window/Door Replacement Job Address: 29 NW 104 Street Miami Shores, FL 33150-1237 Phone Number (603)995-1839 Parcel Number 1121360131260 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING IMPACT WINDOWS AND DOORS Infraction Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 25,2015 For Inspections please call: (305)762-4949 Page 13 of 48 Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, Fla. 33023 Civil/Structural #11127 305-336-5069 "As-Built Certificate" Aug. 8,2015 Building Official Building&Zoning Dept. Village of Miami Shores Miami Shores,Fla. Re: Jeremy Snell 29 NW 1040' St Miami Shores,Fla. Permit#WS-5-15-1260 Dear Building Official, • In reference to the window&door bucks,the wood bucks were determined to be Iby p.t. and were attached to existing precast concrete openings w/'/4"dia.tapcon screws x 3 1/4"long spaced at 6"from corners and max. 12"o.c. elsewhere.Note all tapcon embedment were min. 1 '/2".The methodology used was to visually inspect the wood bucks prior to the installation of the window&door frames. In conclusion,all work inspected was determined to be structurally sound and meets my design criteria and specifications and installed as per the approved NOA. Sincerely, Charles C.Mitchell,P.E. E Miami Shores Village '' 1 1MiVTy : �ndfQylfS S el3 10050 N.E.2nd Avenue NW O/,ss0,E�+t�tri/� I�iQit' - "' Miami Shores,FL 33138-0000 i tf* ttiS �� VES moo Phone: (305)795-2204 QN�g,Ng � .� '• �'toxlvA I ue W31 ois Expiration: 11130/2015 Project Address Parcel Number Applicant 29 NW 104 Street 1121360131260 JEREMY SNELL Miami Shores, FL 33150-1237 Block: Lot: Owner Information AddressPhone Cell JEREMY SNELL 29 NW 104 Street (603)995-1839 MIAMI SHORES FL 33150- 29 NW 104 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $w17,118.44 ___....._ AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Total Sq Feet: 0 Type of Work: REPLACING IMPACT WINDOWS AND DOORS Available Inspections: No of Openings: 11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 Invoice# WS-5-15-55718 DBPR Fee $3.15 05/28/2015 Check#: 1063 $ 50.00 $ 210.10 DCA Fee $3.15 Education Surcharge $3.60 06/03/2015 Check#: 1078 $210.10 $0.00 Permit Fee $210.00 Scanning Fee $15.00 Technology Fee $14.40 Total: $260.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fu more, I authorize the above-named contractor to do the work stated. June 03, 2015 Authoric, Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 03, 2015 1 • �� Miami Shores Village g �,. M Building DepartmentMAY 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 f d II� BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. 21�6ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL OPUBLICWORKS ❑ CHANGE OF CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9 City: Miami Shores County: Miami Dade Zip: a3/67) Folio/Parcel#:_ Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder): J6PL- r-&4 S�1 e,LL Phone#:C-03J1 9.Fs-- /309 Address: 029 /1J LQ /Q 4 'S V f / City: �"1(A Nl C Soo Q,CS State: ( Zip: 3 3 r 5779 Tenant/Lessee Name: Phone#: Email: /1 ll CONTRACTOR:Company Name: 1)Wk&(C�lN S16A(M �/I�Q f�( /Ute/ Phone#: 6/3 - 9$ Address: A214) /4 City: M I A M ( State: Zip: 33 f 7Z Qualifier Name: DJrjt� d e2-- Phone#:�-3529-�Z/3 . 7 ' State Certification or Registration#: C(f Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ q-T Square/Linear Footage of Work: Type of Work: ❑ Addition E�r Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: n 0��;`'`3 Submittal Fee$ i Permit Fee$ 210 - CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all.the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also a certified co o the recorded notice o commencement must be posted at the job site P p Y J � PY f f 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 Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this .27-1 day of MAi4 120 /5- by Q7*7 7' day of MCLS, 20 >S by TpR2" S LL_ who is personally known to .JkbX#W RoIDPaQ e-m— who is personally known to me or who has produced oma!CeysE_ as me or who has pr clc as identification and identification an a an oai lE0M1Z MATHALIE OIAZ ofty Poft-sm a PAft MOta►y NOTARY PUBLIC: PutNlc-State of Florida NOTARY PUBLIC: CComOttIMNpI/11•IFF 230M -'" y Commisslon#FF 230936 �f;;;; '�MW 14.2019 Mr Comm. xpires May 14,2019 SOIMMwtltl��tt#rMttlryAt111 Sign: �9h all Notary Assn. Sign: Print: a .CE ! , - Print: Seal• Seal: APPROVED BY I ��Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) PROPERTY OF AMERICAN STORM PROTECTION, CORP CGC15 74 ••` PROAT DETI MLS: FLOORPLAN (1/1) (Dl O I • ' ® WINDOW/DOOR BRAND:CWS c �S HR FRAME TYPE:VINYL F1.16736 I FF0kWCSAbR:SILVER/WHITE CWS_LHA 36c49-�,, • • AGNS TYP[:IG IMPACT CWs-HR F14e50.1 c��s-HR • GLI,SSCOL :CLEAR eL(G736J 53x79-% FL1673o.1 C� . • • 3(,,3(,- : 36<49-'., Egress —' • • ••• •• •• C\�S-Cti\1T RFI N/A Bedroom 3s-3 49 SITE IMAGES: N/A Bath l:l4S-,SI[ --'------- 17,1 G1 i7.1 .----------------.....:....._.-.............- - ... N O2 03 Bedroom O 8® FSEgress—_ - CWS-CS\fl LH S ' - CWS-HR CWS-HR FL6Se� 1`116736.1 FL16736.1 FL16736.1 e t'^-c40 39- x49-'/ 73>xx51-'._ 63�-:SSI-„ 4 L NA FRONT DOOR CWS-HR r- D FLI6736-1 1 Q 35-3,,x 49-',4 fTl T, � n 0 o m LEGEND: 0 n 0 SH-SINGLE HUNG WINDOW RH-RIGHT HINGE Z HR-HORIZONTAL ROLLER LH-LEFT HINGE CUSTOMER INFORMATION: 7 ASP PW PICTURE WINDOW/FIXED NAME:JEREMY SNELLc 3 I CSMT-CASEMENT WINDOW ADDRESS:29 NW 104 ST C AWNG-AWNING WINDOW Miami Shores,FLm 0 RHA-RIGHT HAND ACTIVE m 'Windows and000rs LHA-LEFT HAND ACTIVE >z ca O S m MAY 2 15 �' WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: ASP Windows and Doors ADDRESS: 29 Nw 104 Street PROJECT: Jeremy Snell Miami Shores, F1 33150 City State ZIP EXPOSURE "D " WIND VELOCITY = 175 MPH ROOF SLOPE > 10 0 Roof Elev. Tributary Area(Sq.Ft) Roof Elev. V Area(Sq.Ft) ft 10 15 20 25 30 35 40 45 50 10 15 20 2S 30 35 40 45 50 15 + 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.8 43.5 + 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.8 43.5 15 52.7 51.4 50.5 49.8 49.2 48.8 48.3 48.0 47.6 - 65.1 62.5 60.7 59.3 58.1 57.2 56.3 55.6 54.9 17 + 4_9.5 48.2 47.3 46.6 46.0 45.5 45.1 44.7 44.4 17 + 49.5 48.2 47.3 46.6` 46.0 45.5 45.1 44,7 44.4 53.7 52.4 51.5 50.8 50.2 49.7 49.3 48.9 48.6 - 66.3 63.7 61.9 60.4 59.3 58.3 57.4 56.6 56.0 20 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 45.6 20 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 J4646 45.6 55.3 53.9 53.0 52.2 51.6 51.1 50.7 50.3 49.9 A 68.2 65.5 63.6 62.2 61.0 59,9 59.0 57.6 CL + 51.9 50.5 49.6 48.8 48.2 4Z7 47.2 46.8 46.5 CL 22 + 51.9 50.5 49.6 48.8 48.2 47.7 47.2 .52256.3 54.9 54.0 53.2 52.6 52.1 51.6 51.2 50.9 O - 69.5 66.8 64.8 63.3 62.1 61.0 60.1 58.6 C25 + 53.3 51.9 50.9 50.1 49.5 49-0 48.5 48.1 47.7 w + 53.3 51.9 50.9 50.1 49.5 49.0 48.5 47.7 57.8 56.4 55.4 54,7 54.0 53.5 53.0 52.6 52.3 0 25 71.4 68.6 66.6 65.0 63.8 62.7 61.8 61.0 60.2 U. 28 + 54.3 52.8 51.8 51.0 50.4 49.8 49.4 49.0 48.6 + 54.3 52.8 51.8 51.0 50.4 49.8 49.4 49.0 48.6 58.9 57.4 56.4 55.6 55.0 54.4 54.0 53.6 53.2 � 72.7 69.8 67.8 66.2 64.9 63.8 62.9 62 0 61.3 » + 54.7 53.3 52.3 51.5 50.8 50.3 49.8 49.4 49.0 h 30 + 54.7 53.3 52.3 51.5 50.8 50.3 49.8 49.4 49.0 L - 59.4 57.9 56.9 56.1 55.5 54.9 54.4 54.0 53.6 ; - 73.3 70.4 68.3 66.8 65.5 64.4 63.4 62.6 61.8 w 35 + 56.1 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 H 35 + 56.1 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 i 60.9 59.4 58.4 57.6 56.9 56.3 55.8 55.4 55.0 i75.2 72.2 70.1 68.5 67.2 66.0 65.1 64.2 63.4 q* 40 + 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 0- + 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 --_ to 40 d - 62.4 50.9 59.8 59.0 58.3 57.8 57.3 56.8 56.4 v 77.1 74.0 71.9 70.2 68.9 67.7 66.7 65.8 65.0 N + 59.0 57.4 56.3 5S.5 54.8 54.2 53.7 53.2 52.8 c +45 N 45 59.0 57.4 56.3 55.5 54.8 54.2 53.7 53.2 52.8 64.0 62.4 61.3 60.5 59.8 59.2 58.7 58.2 57.8 79.0 75.9 73.7 719 70.5 1 69.4 68.3 67.4 66.6 50 + 59.9 58.3 57.2 56.4 55.6 55.0 54.5 54.1 53.7 5o + 59.9 58.3 57.2 56.4 55.6 55.0 54.5 54.1 53.7 65.0 63.4 62.3 61.4 60.7 60.1 59.6 59.1 58.7 80.2 77.1 74.8 73.1 71.7 70.5 69.4 68 5 67.7 55 + 60.9 59.3 58.1 57.2 56.S 55.9 55.4 54.9 54.5 55 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54.9 54.5 66.0 64.4 63.3 62.4 61.7 61.1 60.5 60.1 59.7 81.5 78.3 76.0 74.3 72.8 U269.8 68.8 60 + 61.8 60.2 59.0 58.1 57.4 56.8 56.2 55.8 55.3 + 61.8 60.2 59.0 58.1 57.4 55.3 67.0 65.4 64.3 63.4 62.6 62.0 51.5 61.0 60.6 82.8 79.5 77.2 75.4 73.9 GENERAL NOTES FIGURE>. • •••• 06060 • D=10% OF LEAST HORIZONTAL DIMEN • •.•• • ••••• 1. TABLES VALID ONLY FOR BUILDINGS OF •tSl� MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOfS•11.•• • Logo. THE MEAN ROOF HEIGHT. • 2• ROOF ELEVATION "H", IS DETERMINED •••• alE 4C� BY USING FIGURE 1 AS REFERENCE. • ••• • •:••• •ZONt 5 •••• 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. F --!'o ••• • •'••• H •• l! • ••• ' • 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 �' Obi � • • � • ••,•••• ROOF HEAIGHT AND APPLY TO ALL FLOORS. u u • • • 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D 0 �i• �••••: SHOWN BUILDING HEIGHT IN END ZONE. p• • • • • 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOO 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. B. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS 4AYdate:l0-02-13 REVISIONS: AL-FAROOQ CORPORATION no. dote by description ENGINEERS&PRODUCT DEVELOPMENT checked --M.M. 1235 SW 87 AVE TEL (305)264-8100 OWG NO. t MIAMI,FL 33174 FAX(305)262-6978 JAVAD AHMAD SHEET 1 OF 1 FIA D.E. # 70592: E8 CAN. 35M t 7/24/2014 Florida Building Code Online Be 1 1 / BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ! Links j Search Business, , Professional Product Approval USER:Public User ProAuct Approval Menu>Pmdurt or Application Search>6=ication Lis >Application Detail - FL# FL16736 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 hcornell@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Michael La Fevre## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc agog Category Windows . • •.g••• Subcategory Horizontal Slider • ••g • • g ••• • •• • Compliance Method Evaluation Report from a Florida RegistetedArchitect or Licensed • • Florida Professional Engineer 0,0000 •• • • Evaluation Report-Hardcopy Received•••• • • • ••••• • o g• o • •o •• o•a• Florida Engineer or Architect Name who developed Lucas A.Turner • • •••••• ••g•;• the Evaluation Report •• g• • • • Florida License PE-58201 • • • • • •• • Quality Assurance Entity Keystone Certifications, Inc. • •••••• • • Quality Assurance Contract Expiration Date 03/01/2020 ; ••• g g g•• •g g g g• Validated By Steven M. Urich, PE •g • ••g• ," Validation Checklist- Hardcopy Received Certificate of Independence FL16736 RO COI EvalRep CWS-871 (HS-8200. 74 x 63. IMPACT).[)df 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 E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqu8obl%2flZm6TgPbhLz6ontOEOKIGvLUCMRiayuj6bIlkg%3d%3d 1/2 l 7/24/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/26/2014 Summary of Products FL* Model,Number or Name Description 16736.1 1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX. Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FL16736 RO II CWS-871A (HS-8200. 74 x 63. IMPACT).pddf j Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 j Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74"x 63", DP+/-60 psf. FL16736 RO AE DuPont PVB NOA 13-0129 27.Ddf FL16736 RO AE EvalReD CWS-871A(HS-8200, 74 x 63, IMPACT).Ddf FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.r)df j 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 RO II CWS-869A (HS-8200, 111 x 63, IMPACT).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 j Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports j Other. Large Missile, 111"x 63", DP +/-60 psf. FL16736 RO AE DuPont PVB NOA 13-0129 27.odf FL16736 RO AE DuPont SGP NOA 11-0624 02.odf FL16736 RO AE EvalRep CWS-869A(HS-8200 111 x 63, IMPACT).Ddf i FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.Ddf j Created by Independent Third Party: Yes • •eee • •• • • • • •ecce• Contact Its;; 1441)North Monme Street.Tallahassee FL 77799 Phone-A50-487-1A7d00090 •• • The State of Florida is an AA/EEO employer.Copyright 7007-7013 State of Florida. ::Pd'vacv Statement Refund Statement ••••• 00 • • Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubiic*4Ws jequest,de ndt se:eelectronis•••• mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contac1PV%J j,1395.`PuAuantto Section • • 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email adar�ss jf they haves•••• one.The emails provided may be used for official communication with the licensee.However email addresses are public WwmdeI0 Abu do notwrsh p sepply a 000000 personal address,please provide the Department with an email address which can be made available to the public.To detennine%f yod are a liceryea urMer Chapter • 455,F.S.,please click herL. •• •e e Product Approval Accepts: •e•••• • • WJ ® �`` ® • : • • • •ecce• •ecce• • • e • •ecce• � ` •• • • 000: 00 http://floridabuilding.org/pr/pr_app_Od.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPbhLz6ontOEOKIGvLUCMRiayuj6bIlkg%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 871A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-871A, signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3887-1, 4A, -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 3) Supplemental Calculations to support CWS-871A, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according approval roval document CWS-871A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871A 0000 • Achieves design pressures of+/-60 psf •• 0000 • Is Large Missile impact resistant and does not require the use of shutters'. - •' .. 0000.. • May be used in the High Velocity Hurricane Zone ••':" • • 0000.. • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-01'1,27 .• ' . • • 0000. • Requires Quanex white rigid PVC frame extrusions per Miami-Dade N.O'.A�.•1-1-l0l?.0T' 00;00' • 000000 • . 4 444..4 Certification of Independence: I do not have,nor do I intend to acquire, nor w Del quire, a• 4 financial interest in Custom Window Systems or in any company manufacturing Qr'dlll butiW 006066 products for which this report is being issued. I do not have,nor do I intend to acguire6 nor w1M ;0040: acquire, a financial interest in any other entity involved in the testing or approval pw ese of tl t 6 00 0 product. D RE W No .58201 3 • STATE OF +` 2/24/2014 �fi',� P••' ,� Lucas A.Turner,P.E. +'• S' � *`' FL PE#58201 ,+ts4fj,f0 r A� Lucas Turner 2014-02-24 15:48-05:00 . •.. • • . ... • • • HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) •?GIMP":�:EQ�I� REME"Te: �•� 0 •♦.THPPROPMCT6HOWN HE IN IF4D561GNED AND MANUFACTURED TO COMPLY WITH THE • • •FLVRIDA BUILDING CODE[FW,GURRENT EDITION,INCLUDING THE HIGH VELOCITY HURRICANE ••• 7.ONE(HVN*• • 75 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH •• •• 1.APPROVER COj'hpRjA10NSs"O)","XO" •4.DESI N P SURE RAWNGS:00 0 0 -- - 74"MAX.UNIT WIDTH ------------- .R J-140-w. lE TIWE DES}GNjOUj3A�ON TESTED PRESSURE AND GLASS TABLES ASTM 33" E-1 0-04. • . GLASS DLO- � j 9 9 " -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. ---- ---- ----- 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 64 PRODUCT.SEE SHEETS 6$FOR ANCHOR DETAIL.WINDLOAD DURATION FACTOR Cd=1.6 WAS MAX1/4 I I I 599/16" USED FOR WOOD ANCHOR CALCULATIONS. OVERALL I II I MAX. FLANGE I SASH 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.THE IMPACT HEIGHTg I O HEIGHT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS 7 I 7 PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING F I DEBRIS. 6 I 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT FIXED H I 63" s MEETING RAIL AT HEAD/SILL. I II � I MAX. O i 8.SERIES/MODEL DESIGNATION HS$200. UNIT HEIGHT I 9.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE RESPONSIBILITY OF THE I ARCHITECT OR ENGINEER OF RECORD. 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0=FIXED SASH � I 11.SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR I LOCATION. 5813176" I I I I 12.WEEP SLOTS=114"X 1"LOCATED 4"FROM BOTH ENDS GLASS 1 DLO -- D - -- 7 33„ GLASS DLO 36 5/16" MAX.SASH WIDTH DESIGN PRESSURE RATING 360 LUCAS A.TURNER,FL P.E.56201 A FCHANGED EDGE DIST FROM 1/4"TO 7/16" 02/06/201 11 `+++++� pRE4y "1111114611"1" � CVR owv,/ WNDOWSYS713-t 1-4 or 1900 SW 44TH AVE. *; * * OCALA,FLORIDA 34474 TABLE OF CONTENTS • ITLE: a ;a t GENERAL NOTES&ELEVATIONS-LARGE MISSLE IMPACT GENERAL NOTES&ELEVATIONS..............................................1 . STATE OF 411 SERIES: DRAWN BY: ATE: ANCHOR SCHEDULE&NOTES....................................................2 �i�n'.A T 2�� 6200 HVHZ ADE 11/14/13 SECTION VIEWS&ALT.FRAME"OX""XO"&GLAZING.........3,4 THE INFORMATION CONTAINED INNTTHI THIS IS T�HESOLE PROPERTY OF CUSTOM ,,�i�� O.. o.... \��, MODEL: SCALE: WG.NO.: EXTRUSIONS&BILL OF MATERIALS..........................................5 WINDOW SYSTEMS,INC.ANY PERMISSION OF CUSTOM WINDOW SYSTEMS,INCASE WHOLE I WITHOUT THE ,�I�4`S�D�A;G?+++, PVC HORIZ.SLIDER REV.LETTER NTS HEET: CWS-871 INSTALLATION DETAIL..............................................................6-8 A 1 OF B . ... • 12„2. . 900 • ' •• • 1 1 MAX CENTER 0 • • • '•• • • ”• O CENTER MAX R GL TO CENTER • • ' T?4&;06(TYP)m X •6" 6"-- 6" A (SHEET 4) SEE NOTE 2 MAX(TyPj � • ••• ••D(SHEET 5) SEE NOTE 6 MAX(TYP) MAX(TYP) —— —— —— — • (SHEET 4) I j I MAX(TVP)17" I • •(SI., SMEEsr // • I MAX I I I S. �•� : : •• �•• I O.C.(TYP) MAX • • O.C.(TYP) I I 1 --0 I I I B I I I (SBHEET 4) E I I E INSTALLATION I I (SHEET 5) I I ANCHORS TYP. INSTALLATION / Ul ANCHORS TYP. A -- D ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) THRU FRAME THRU NAILING FIN(WOOD OPENING) NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHORS SAME AS HEAD. 2.SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4"FOR MASONRY OR WOOD,AND 1/8"FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16"DIA.ITW BUILDEX TAPCON WITH ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 7/16"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.#10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. B.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 9,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10 A.WOOD INSTALLA-MINIMUM S ECION ANCHOR AFIC PACGIRIAVITYES OOF G=0. 55(SOUTHEDUCTS IRN N ARE PINE OR GREATER)BASED ON STRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,,,`��Pv10E NW TG� I ��s� B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. •`GP''�� SF' WVSY$TEMI,,� (`O C.MASONRY-MINIMUM DENSITY OF 117PCF,CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. :v:' No 58201 'P. 1900 SW 44TH AVE. D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. _ ' OCALA,FLORIDA 34474 E.STEEL-16 GAUGE(.060")MIN.,33 KSI MIN. ITLE' ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE Z:z �: STATE OF :�� SERIES: DRAWN BY: ATE: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT % .,F p,: �. 8200 HVHZ ADE 11/14/13 VERSION OF THE REFERENCE DOCUMENTS: THE INFORMATION CONTAINED I T THARY IS ISTHESOLE PROPERTY OF CUSTOM ��i�iS' (O R O G\�`, MODEL: SCALE: WG.NO.: FMAA/WDMA1250(BOXWINDOWS),FAMA/AAMA/W(DMA 00(EXTEROR)DOORS). WRITTENPERMISSIO OF CUSTOM WINDOW SYSTEMS,INC.ISPROHBIEDHOUTTHE ��i��s/OW-e%��, PVCHORIZ.SLIDER REV.LET ER NAS SHEET: 201`871 ... •; .. 1 6 7 • ; • •�• ••• • n INTERIOR 1 3 8 11 2 '. �•� • • ��' �• • 16 43 18 ••• • �.• ••• •• • • 4 1 Q 39 TYPICAL VERTICAL SECTION EXTERIOR NOTE:SHOWS FIXED GLASS CUTAWAY 16 3 SECTION VIEW C-C 41 40 SECTION VIEW B-B --- 7/8"OVERALL HEAD IMPACT HOOK(TYP.) MIDSPAN OF SASH - 1/8"ANNEALED or TEMPERED (ITEMS 35&36) 11 7/16"AIRSPACE 31 5116"LAMI 1/8"ANNEALED / I SWEEP LOCKS(ITEM 27) t9 I / ONLY ENGAGED -.QSQ DUPONT PVB INTERLAYER PRIOR TO HURRICANE FORCE WINDS1/8"ANNEALED 3 38 1 1 43 PURFECT GLAZE"H" SIKAFLEX 552 18 41 4 I I I THIRD POINTLOCATED 41 4 LONG THE FRAME I JAMB. 1/2"GLASS BITE I EXTERIOR INTERIOR 0 I � GLASS TYPE B 43 __ __ __ __ FULL SIZE 13 19 3 HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION LUCAS A.TURNER,FL P.E.58201 A FCHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 ttINB4! � !!4 1 �,% DREW EW � / 1/(�/I�j]�I 34 S G L/us i� cEA sF.,p�;� WNDOWSYSTEP UMAP v.'• No 58201 ••:�-P1900 9W 44TH AVE. 5 *; # 4 OCALA,FLORIDA 34474 TITLE: �yJ S•D: �a� SECTION VIEWS&GLAZING•LARGE MISSLE IMPACT FLO STATE OF '�� SERIES: DRAWN BY: ATE: MATION CONTAINED PROPRIETARYAND CONlweNTIAL 2/24/2014 0�' 8200HVHZ ADE 11/14/13 SECTION VIEW A-A THE WINDOW INWRID NSYSTE S,INOFCUSTOMWMDOWNINPARS,OR AS A 13WHOEWITHOTS THE SOLE PROPERTY OF STA ',� ,,, MODEL:PVC HORIZ.SLIDER R�SCALE: ETTER: NTS [SHEET:G CWS-871 A 3OF8 • • • • • ••• • • • • 0. • 6 7 • • • • • • ••• • 1 INTERIOR 1 • • 8 3 2 ••• ••• s : �•• �• •• 16 43 • : • • • • • • i 18 ••• • : i• • • ••• •i 4 1 39 TYPICAL VERTICAL SECTION NOTE:SHOWS FIXED GLASS CUTAWAY EXTERIOR 16 3 SECTION VIEW F-F 41 40 SECTION VIEW E-E HEAD IMPACT HOOK CrYP.) MIDSPAN OF SASH (ITEMS 35&36) 31 O ROTARY LOCKS(ITEM 27) 19 I ONLY ENGAGED I I PRIOR TO HURRICANE FORCE WINDS, 35 38 1 1 19 —3 41 4 I LOCKS ARE LOCATED AT THE 4 I 1 I THIRD POINTS ALONG THE FRAME JAMB. I EXTERIOR INTERIOR I j I 7 I 43 tK' 13 19 3 HEAD/JAMB IMPACT HOOKIROTARY LOCK LOCATION LUCAS A.TURNER,FL P.E.58201 AlCHANGED EDGE DIST FROM 1/4"TO 7/16" 02JO61201 {111111111 / 1 34 ,, PNORE...y 4;'i�� t/N��W//`�� WND0 MT VPy.�GENFGQtiy �151Q1p-'Ar • No 58201 ••%�� 1900 SW 44TH AVE. 5 *; * OCALA.FLORIDA 34474 D:- ITLE: "OX"-"XO"SECTION VIEWS-LARGE MISSLE IMPACT FIN r� '9 STATE OF W+ SERIES: DRAWN BY: ATE: PROPRIETARY AND CONFIDENTIAL 2/24/2014THE INFORMATION ��0'�•'•'c( P ��: 8200 HVHZ ADE 11/14/13 SECTION VIEW D-D WI ND YSTE S,IN.ANYR PRODUCOONINPARTOR SAWHOLEWITHOUTTHE '��SS�ONA 01111160"1", N �,, OEL.PVC HORIZ.SLIDER R�LEETTER: A 1-HEET:O 40F6 71 • • • • •• SASH CORNER FRAME CORNER Item Part# Description Vendor Material • • • . • •• ' • • CONSTRUCTION CONSTRUCTION I H-1497 Plaint.Sash Mast.Rad Keymerk Alum 31 3 1�" • •4I�i'/2 •, •L 3/16" 2 H-1699 Reinf.S.B.R/S.S.R, Keymark Alum • • •+M/18" 6 • 3 HH1838 Meet.Rai,Fd. Keyrrerk Alum \ 4 H-6052 Sash Top/Bot.Rai Muton PVC 5 1 5/8" \ 211/16" ••• •" 5 K6048 Mein Fr.,SHA w/Rn.,PJC Muton P/C • • • • 6 H-6050 Sash Meet.Rail,PJC Mkron P/C •• • Z=d 0 • • ' • CORNER WELD • • CORNER WELD 7 K6051 Sash Side Rall,P/C Won PVC 3 9/16" • • • • ' • • (ALL SIDES) (ALL SIDES) L • • RLUTA F•IAED Alli 1885�VvSpSH MTG.RAIL-6050 8 H-6049 Main Fr.,SH,w IN.,PVC Won PJC I �• • � FIXED MEETING RAIL 9 83029 Screen Pull Tab Summit PVC FRAME FLANGE-6049 5/8" SCREWED TOGETHE 3/18" 11 � 1 WITH OUTERFRAME 10 83033 Screen Spring,SS Hurley 11 83113 Screw Support,PJC Team Plastic Rubber r7/8� PVC FRAME FIN-6048 �� 3" 15 3 12 83218 Screen Frame Alkmstal RDIIForm 9/18 r J LLL�JJI 13 83228 Screen Spine,.155 Dia.,Bk papa L 31 3/4" i SCREW SUP.-3113 ALUM SASH MTG.RAIL-1497 14 84754 Screen Frame Corner Key Allmetal Nylon ALUM GLAZE BEAD-1112 2 /18" 15/16" 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone 1 1l8"-1 1116" 16 83352 Set.Bic.,85 Cur.,1/8"x 5/8"x 7'Lg. FrankLowe Rubber 39 ALUM.SASH REINF.-1689 1 5/L qp i ]7 83429 Watp.,0.270 x.187 back FlnSeal,Gray Uiraf ab 5/18" 7 6 18 83539 #8 x 314"Square TEK 2 Zinc Fastenal Steel PVC SCREEN SUPPORT-6014 19 1 84730 1#8 x 12'Truss PH TEK 2 Zinc Fastenal Steel PVC FIXED RAIL COVER-8063 PVC SASH SIDE RAIL-6051 20 83752 Cap Rug,1/2"Hbla M&M Nylon 3/16" 21 P,3783orP.5250 Spring Lock,Impact,PVC Interlock O 22 P-4779 Polar,Tandem M&M Nylon 11/4" i/4" 3116"� 3/4" 23 84051 #8 x 1 1/4 Ph FH TEX,Wht. Fastenal Steel I 6, _ 35 ALUROLLER TRACK-1776 7/18" 34 g 24 R4069 Keeper,Inpact,PJC Interlock 5/18"rterlock 7/8° 41 25 P-4479 Weep Cover w/Rap M&M Nylon PVC GLAZEBEAD-8084 ALUM S.B.R./S.S.R.-1498 26 P-4638 #8 x 2 1/2 Ph Truss SNS Ajax Steel 7/8" 1 5/16" 27 84956 Rotary Lock Sullivan Zinc _1 3 + 4 28 P-4952 Keeper,Rotary Lock Sullivan Zinc PLAN VIEW-1999 ALUM IMPACT HOOK-1999 3/8" 29 84959 Wstp.,0.420 x.187 back RnSeal,Gray Ukrafab PVC ANTI-LIFT-600515/8" 30 84633 Barrel Fastener Fastenal Steel 1 1/2 31 S-1112 Reinforcement,Head Keymerk Alum O 3J16" I—L PVC SCREEN CATCH-6013 32 S-1498 Rebf.S.S.R/S.S.R, Keymark Alum P3/16" 34 S-1778 Ruler Track Keyrmerk Alum 8" PVC SASH TOP/BTM RAIL-6052 35 5.1999 Frame Hbok,Head,"act Keymr ark Alum 36 36 S-2000 Panel Catch,Head,Impact Keymerk Alum -"�5/8- 37 S-6005 Anti Lift Muton PVC 38 S-6013 Scrm.Adapt.,w/Nb,PVC Muton LF1 39 S-6014 Scrn.Adapt.,PVC Muton PLAN VIEW-2000 ALUM IMPACT CATCH-2000 40 S-6063 Fixed Rai Cover Won LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 02/06/201 41 S-6064 Glazing Bead Muton &1,lttittrr1ir � /]��y r� 42 SeeSheet3 ORE.. TI��/ C%B[g0M'r'/ 43 Purled Glaze"H',SikaFex 552 HenkellSica ,��OQ-",•�\G E NSF".;Qi`�i� �- WINDOJVSYSTBKSUP f No 5$201 : 1900 SW 44TH AVE. *; # OCALA,FLORIDA 34474 9. C TITLE: EXTRUSIONS&B.O.M.-LARGE MISSLE IMPACT z� �� STATE OF 44/ SERIES: DRAWN BY: ATE: _ p 1,�u 8200 HVHZ ADE 11/14/13 14 LL ALUMINUM EXTRUSIONS ARE 6063-T6. THE INFORMATION CONTAINED IN THT DR�N�IS TDHE SOLE PROPERTY OF CUSTOM �i�S........ � .. MODEL: SCALE: WG.NO.: OTE:ITEM 33 NOT USED IN THIS WINDOW PERMISSION IN.ANY CUSTOMODDUCTIO IN PART S,OR 19 WHOLE PROHIBITED.WITHOUT THE ��i�4s�0fy q,E?��, PVC HORIZ.SLIDER REV.LETTER: 1.2 SHEET: CWS-871 RODUCT WINDOW A SOPS 1J/4"MIN EMBEDMENT ••• �•• • ••• • ••• CONCRETE/MASONRY (SEE NOTE 1) • • •• • f • • • • • BY OTHERS • • • • s • ••• • I BY WOOD BUCK • • f • ••• • 1/4"MAX SHIM BY OTHERS. • • (SEE NOTE 1) 1 3/8"MIN EMBEDMENT INSTALLATION ANCHOR,3/78"DIA. MASONRY SCREW wANASHER •' �'{ 1/4"MAX SHIM .• •� (SEE NOTE 1) THRU SCREW SUPPORT. 4 (SEE NOTE 1) •• # # (SEE NOTE 1) 'A . •• • • • �•• •• . '' 7/8"MIN EDGE DIST • • • • �, (SEE NOTE 1) SEALANT •• •f� s o BUCK AND BETWEEN :OPENIN • • • : • • INSTALLATION ANCHOR, BY OTHERS • • • • ,• #10 WOOD ANCHOR W/ 'A.A e A WASHER THRU SCREW 2� MIN EDGE DIST .'.• SUPPORT. 2A/2 MIN EDGE DIST CONCRETE/MASONRY (SEE NOTE 1) A.4 e•p' (SEE NOTE i) (SEE NOTE I) BY OTHERS 4' SEALANT BETWEEN '4'A 0•A• BUCK AND OPENING 1J/4!MIN EMBEDMENT > o• 'e •e• SEALANT BEHIND FLANGE y BY OTHERS (SEE NOTE 1) • • • T( BY INSTALLER PERIMETER SEALANT ♦ >; ' ' • ' J BY INSTALLER 2 BY WOOD BUCK EXTERIOR FINISH PERIMETER SEALANT •: BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS. ti 1 BY BUCK EXTERIOR FINISHr• BY OTHERS BY OTHERS BY OTHERS g HORIZONTAL SECTION HORIZONTAL SECTION 1/4"MAX SHIM 7 FRAME(MASONRY) 7 FRAME(WOOD) PERIMETER SEALANT (SEE NOTE 1) TE:HEAD AND JAMB BY INSTALLER IMILAR FOR 2BY INSTALLATION. MASONRY SCREW wMEOPRENE INSTALLATION ANCHOR, DIA ILL INSTALLATION SAME AS SHOWN BELOW. RE SEALANT BEHIND FLANGE n INSTALLATION ANCHOR,3/16"DIA. BACKED WASHER THRU SCREW BY INSTALLER ful MASONRY SCREW w/WASHER SUPPORT. THRU SCREW SUPPORT. (SEE NOTE 1) (SEE NOTE 1) SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER 1/4"MAX SHIM PERIMETER SEALANT (SEE NOTE 1) INSTALLATION ANCHOR,3/16"DIA. BY INSTALLER MASONRY SCREW w/NEOPRENE p ♦• ►• ► • D BACKED WASHER THRU SCREW EXTERIOR FINISH • D D • ► D - ► D SUPPORT, BY OTHERS p D• ► ♦ D s D. ♦ 1 t/4"MIN EMBEDMENT (SEE NOTE 1) D • ♦ D •. e e• s D- °• • ♦. s D °• e p (SEE NOTE 1) SEALANT BEHIND FLANGE D. e .0 . ♦p. a D p D BY INSTALLER SEALANT UNDER SCREW HEAD ► D BY INSTALLER •D° ► D• i• •D, s-D- D• ►• ♦ °• • PERIMETER SEALANT HIGH STRENGTH STRUCTURAL - ° •C • D D °D ►D D' ♦ D- BY INSTALLER GROUT BY OTHERS i 2-tZ MIN EDGE DIST CONCRETE/MASONRY (SEE NOTE 1) 1/4"MAX SHIM BY OTHERS ALTERNATE PRECAST SILL DETAIL EXTERIOR FINISH I (SEE NOTE 1) 7 FRAME(MASONRY) BY OTHERS «•+: o� yy;•.}. o"? �• SILL STOOL BY OTHERS .•P,•s.�a,ie LUCAS A.TURNER,FL P.E.58201 AlCHANGED EDGE DIST FROM 1/4"TO 7/16" 02/06/201 >• •4�eis. •e• s. ,s•e s. ,s•s.• USE SOLID WOOD SUPPORT tttttttt a'e, • •••s • >n, s s. • TO MAKE SILL LEVEL, �� ORE � //�,� �] .>.. •>=:•�•..•sem• : .• '• :s.n BY OTHERS. J��9 PN W/;�6' i OuwnsF/ GENs�•. vANDOwswreis • •s > , 'p;•v. •:• LIN MIN EMBEDMENT No 58201 •:�� 1900 SW 44TH AVE. " OCALA,FLORIDA 34474 CONCRETE/MASONRY 2-10(SMEE INN'ED"GE" DIST * * •* TITLE: BY OTHERS (SEE NOTE 1) y o 't INSTALLATION THRU FRAME DETAIL-LARGE MISSLE IMPACT A VERTICAL SECTION L 9 STATE OF :4/ SERIES: DRAWN BY: ATE: 7 FRAME(MASONRY) CONFIDENTIAL '0,�•.,,c �: 8200 HVHZ ADE 11/14/13 Y AND O 1:FOR CLARIFI ATION ON ALLOWABLE ANCH R TYPES,EMBEDMENTS, THE INFORMATION CONTAINEO ISN THTSRDRAWING tS THE SOLE PROPERT�OFZCOUS OM ��i FS• .. P•U �, MODEL: SCALE: G.NO.: HIM GAPS,AND SUBSTRATE RESTRICTIONS REFER TO WINDOWTTEN SYSTEMS, I PERMISSIONREPRODUCTION INDOW SIYSTERT R AS9 WHOLPROHI(WITHOUT THE ��i.0S�pNA�rc?�`�� PVC HORIZ.SLIDER REV.LETTER: NTS SHEET: CWS-871 HE NOTES ON SHEET 2. A 6 OF 8 . . ... . . . ... . . . . . . . . . . . . ... . . . . ... . ... . . . ... . . . . . . . .. . . . .. . . . . . .. . . . . . . . . . . . . ... . ... . 11/2"MIN EMBEDMENT SHEATHING (SEE NOTE 1) BY OTHERS •• • • • •• ••• •• EXTERIOR FINISH 2 BY WOOD BUCK • ••• • • • • •• • BY OTHERS °'a, • • • • • •• • ZLl6_'MIN EDGE DIST o BY OTHERS. • • • �,•) • (SEE NOTE 1) SEALANT BEHIND FIN B1"o:, •• • • D BUCI • �OTHMOTHERS. BYINSTALLER '¢?• INSTALLATION ANCHOR, (SEE NOTE 1) 1/4"MAX SHIM • #8 WOOD SCREW W/ (SEE NOTE 1) WINDOW WRAP a'd WASHER. BYINSTALLER (SEE NOTE 1) INSTALLATION ANCHOR, PERIMETER SEALANT #8 WOOD SCREW W/ BYINSTALLER (SEE MIN EDGE DIST WASHER. (SEE NOTE 1) (TYP)(SEE NOTE 1) 1/4"MAX SHIM (SEE NOTE 1) 11/2 MIN EMBEDMENT (SEE NOTE 11) SHEATHING BY OTHERS d• d•e s oAg•e EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN WINDOW WRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT BYINSTALLER F HORIZONTAL SECTION 8 FIN(WOOD) 1/4"MAX SHIM (SEE NOTE 1) 7/16••MIN EDGE DIST PERIMETER SEALANT eyq# (SEE NOTE 1) BYINSTALLER WINDOW WRAP o••� 2 BY WOOD BUCK BYINSTALLER ° BY OTHERS. . °• LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 102106t2014 SEALANT BEHIND FIN j. ►p►nuep� r� BYINSTALLER •' #8 WOOD SCREW W/ANCHOR, ��►►,{•10REby ((//��,]]rr�nn WASHER. P•GEN••,TL i, t uvom�I/ EXTERIOR FINISH (SEE NOTE 1) `�JVP,:�\ sF•.;Qy� W NDOJ MTRISUP-5 BY OTHERS v: No 58201 •:- 1900 SW 44TH AVE. 1 1 ML"MIN EMBEDMENT * * * OCALA,FLORIDA 34474 SHEATHING E VERTICAL SECTION (SEE NOTE 1) ,II: I7lE: Ir BY OTHERS 8 FIN(WOOD) STATE OF W INSTALLATION DETAIL FIN CONST.•LARGE MISSILE IMPACT '9 ' Q.• (V SERIES: DRAWN BY: ATE: RRorwErARrANDcoNFmENruL 2/24/2014 i "n•F p.: 8200 HVHZ ADE 11/14/13 TE 1:FOR CLARIFICATION ON THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM i�s R.y�•,��``� MODEL: SCALE: NTS WG.NO.:CWS 871 HIM GAPS,AND SUBSTRATE RESTRIICTIONS REFER ANCHORO TYPES, MBEDMENTS, WRITTEN SYSTEMS, STE S,IN.OF CUSTOM REPRODUCTION INDOW SYSTEMS,R AS WHOLE (WITHOUT THE p�le A;�GNPVC HORIZ.SLIDER REV.LETTER: SHEET: HE NOTES ON SHEET 2. A 7 OF 8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . ... . . . ... . . . . . . . .. . . . .. . . . . . .. 1/8"ALUMINUM OR • • • • • • • • 1/16"STEEL MIN.REQUIRED 1/8"MAX.SHIN? •)—Al • It��AAtLATIO HO•R • (SEE NOTE 1) (SEE NOTE 1) #10SCREW,FULL THREAD • •• • ENGAGEMENT REQUIRED. PERIMETER SEALANT 1/8"ALUMINUM OR (SEE NOTE 1) BYINSTALLER 1/16"STEEL MIN.REQUIRED (SEE NOTE I) •1/8"MAX.SHIM • •(SEE NOTE 1) • • •• • SEALANT BEHIND FLANGE • •BYINSTALLER INSTALLATION ANCHOR, #10 SCREW,FULL THREAD ENGAGEMENT REQUIRED. (SEE NOTE 1) PERIMETER SEALANTANT BEHIND FLANGE BYINSTALLER BYINSTALLER H HORIZONTAL SECTION 8 CONTINUOUS DOUBLE 3/16"BEADS OF TREMGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL SEALANT BEHIND FLANjGEINDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER 1/8"MAX.SHIM (SEE NOTE 1) PERIMETER SEALANT BYINSTALLER INSTALLATION ANCHOR, #10 SCREW,FULL THREAD LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 02/06/201 1/8"ALUMINUM OR ENGAGEMENT REQUIRED. '4lif1400llp r� 1/16"STEEL MIN.REQUIRED (SEE NOTE 1) 0"NDREW ",It, `%/Nt7W �� (SEE NOTE 10,SHT 2) ,��5 P......... 4-1 G VERTICAL SECTION �;'• No 58201 •�'•�1� 1900 SW 44TH AVE. 9 •; * *Z OCALA,FLORIDA 34474 TITLE' STATE pF ;� INSTALLATION DETAIL THRU FRAME-LARGE MISSLE IMPACT ERIES: DRAWN BY: ATE: i0.n'. o �- 8200HVHZ ADE 11/14/13 OT 1:FOR CLARIFICATION N ALLOWABLE ANCHORTY P S,EMB DMENTS, THE INFORMATION CONTAINED IN THISDRAWINGIS E SOLE PROPERTY OF COUS OM ��i FS { R 1 P'C? MODEL: SCALE: WG.NO.: WINDOW SVSTEMB,INC.ANY.EPR.DUCTION IN PARTOR ASA WHOLE WITHOUTTHE ��/ S/ EN�� PVC HORIZ.SLIDER NTS CWS-871 HIM GAPS,AND SUBSTRATE RESTRICTIONS REFER TO WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. ��I,� '1f1`L,,�� REV.LETTER: SHEET: HE NOTES ON SHEET 2. A 8 OF 8 r Florida Building Code Online 7/17/14,4:04 PM lusiness &ProfessionalRegulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business, ProdProfessional4USER:PublicUser al Product Approval Menu>Product or Application Search>A plication List>Application Detail FL# FL6890-R4 " Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 hcornell@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352) 368-6922 Ext 221 •• •• jthompson@cws.cc • •'•' •'••;• Category Windows aaa�aa a• • •••••• Subcategory Casement •• • • •••• • •• ••••• Compliance Method Evaluation Report from a Florida Reg isrefQdQrchitect os a Licensed Fioride• Professional Engineer • • • • •• •• •• • •••••• Evaluation Report-Hardcopy Receiv�q... , •• • • • • • • • • •••••• Florida Engineer or Architect Name who developed Lucas A.Turner • • • ; ••; the Evaluation Report •„• ; • ••• • • Florida License PE-58201 •• • Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE / Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R4 COI EvalReo CWS-161B (CA-8400, IMPACTI )df Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 ASTM F 13nf1-04 ?nn4 http://floridabuilding.org/pr/pr_app_dti.aspx?param=wCEVXQwtDqu4Bg7NfwG9nYBCIMsOVDVxW93azRoSUA%3d Page 1 of 3 Florida Building Code Online 7/17/14,4:04 PM ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summaryof_Products FL# Model,Number or Name Description ---------- --------- ------------------ ------------------------------------------------- 6890.1 i 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. rLimits of Use I Installation Instructions Approved for use in HVHZ:Yes FL6890 R4 II CWS-161B (CA-8400, IMPACT).pdf 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 1 Evaluation Reports Other:8400 Vinyl Casement, Large Missile,DP= +/-67.5 FL6890 R4 AE DuPont PVB NOA 11-0624 01.1)df psf, Max.size 37"x 72". I FL6890 R4 AE EvaIReD CWS-1618 (CA-8400, IMPACT).Ddf FL6890 R4 AE Mikron NOA 11-0830 09.1)df Created by Independent Third Party: Yes 16890.2 8400 Vinyl Casement Impact CA-8400 Vinyl Fig/Fin Casement. j Window i Limits of Use j Installation Instructions Approved for use in HVHZ:Yes FL6890 R4 II CWS-240AApproved for use outside HVHZ:Yes Verified By: Lucas A.Turner 582p00.40 x...NNlPACT)..�f••.�• Impact Resistant:Yes Created by Independent Third Fa Yes • Design Pressure: +75/-75 Evaluation Reports •• +• ••• •, Other: Large Missile,40"x 63", DP= +/-75 psf, (Impact w/ FL6890 R4 AE DuPont PV8•rf(V 11-0624 0l.A heat strengthened glass, PVB). FL6890 R4 AE EvaIReD CWCOA" (CA-8400!40 x 63, *:so* �IMPACT).Ddf •••• r• . �• FL6890 R4 AE Mikron NOA Ll-Qn0 09.tdf0••• .... Created by Independent Third Party:Yes • • +••••• • • • • • • •••••• •000 + ••• • • Contact Us::1240 North Monroe Street.Tallahassee Fl 32399 Phone:850-487-19A • • • The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: UWNEIE x•4.urith• http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxW93azRoSUA%3d Page 2 of 3 Florida Building Code Online 7/17/14,4:04 PM s • • • •••• •••••• •••••• •• • •••••• • •••• • •• ••••• • • • • • • • • • • • •••••• http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxW93azRoSUA%3d Page 3 of 3 Lucas A. Turner, P.E., MBA Evaluation Report 161B 2080 Mauve Terrace North Port,FL 34286 Ph. 941-380-1574 December 7,2011 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5, 37"x 72" unit size with HS laminated glass,or 37'x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4),using 9N-3.005 Method 1 option(d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-16113, signed and sealed by Lucas A. Turner,P.E. on 12/7/11. 2) Test Reports NCTL-210-3673-1, -IA,-2,-2A,and NCTL-210-3674-1,-lA,-2,-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 3) Supplemental Calculations to support CWS-16113, signed and sealed by Lucas A. Turner,P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS-16113. Limitations of Use: This product: • • Maybe used in X configuration in sizes up to 36"x 72"unit size,with 1/8"(j;S Dt Temp j..' ....:. outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass ...:.. 9 • • May be used in X configuration in sizes up to 36"x 63"unit size,with 1/8" of Temp'). •• ' outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass .... ". . .. ..... • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 AVNrade .. . • • • Requires max. glass daylight sizes as shown in CWS-16113 • • Achieves design pressures of+/-67.5 psf ' . . . % ...... .... • Is large missile impact resistant and does not require the use of shutters ; ;•, • • May be used in the High Velocity Hurricane Zone •' ' • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. #11-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830.09 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. ��1�un�uiq� PVAO RE W �.��`�.• �CENS• tr,�4. v : No 58201 A 12/7/11 -� j Lucas A. Turner,P.E. STATE OF :4ij FL PE#58201 (J dp , ••,c 4v1. t u a run�x� .F 20111-12-07 15:t 6:00 ``�� tC' ,4 . . ... . . . ... .. .. . . . .. .. . . • . . . . . . . . ., .:v,..r., "'^?. .'w .:;,-. ,r.>-�. ,. ..,..: ..- _ .,: _�. ,.. „ ., .,.,. •. •i -FF � N'�F'1► - r 'a -;� o-, "1,`, �_ w~,��'+ ^r� w�.��•Xaa's�:.xr.�.�wa.�w.:. .-...:.� .�>.�:>-_.s.:.a'�..- ..... .. �, wwo..._,..,. ...,,,..,., _.. _.r� �...._: .: ... ..�..... .,,,. .. .. _ - - ,.-. -.,. �-„:.+� r..- �F CASEMENT ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: (SHOWN W/DIFFERENT OPTIONS) • ••• • • • l.QhE PRODUCT SHOWN HEREIN IS DESIGNEDAND MANUFACTURED TO COMPLY WITH • • • • • • • •• jF FLORIDA BUILDING CODE,CURRENT EDITION. 6 • •• i 0 &GrAZING DETAILS:(SEE SHEET 3) - 38 va" --- 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. MAX.OVERALL FLANGE WIDTH Q� 4.DESIGN PRESSURE RATINGS. r- 37 MAX.OVERA L�PA1tlGE�IQTH •• ••• •• -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES UNIT WIDTH • • • • • ASTM E-1300 ------- 35" I - 37" All� � • •• • • -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE,WATER INFILTRATION TEST MAX.SASH WIDTH UNIT WID:i • • • • • • • PRESSURES AND GLASS TABLES ASTM E-1300 MAX SASH WIDTH 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR INSTALLATION DETAIL.WIND LOAD DURATION ( FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. B 6, _ f C\! I I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. 1 1 I I 7.ALL FRAMES AND VENTS FULLY WELDED. I 731/4" / sa 1/4" I \ I 8.REFERENCE TEST REPORTS:NCTL-210-3673.1,1A,2,2A,NCTL-210-3674-1,1 A,2,2A w¢ MAX I,i MAX I ♦ I OVERALL / i F��4 I \ I 9.SERIES/MODEL DESIGNATION CA-8400. HEIGHT HEIGHT li I I 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 72" &,I`!/2" 63" it I 5S 11.. NIT GLASS DL _ UNIT GLASS DLO U S O 11.THE DESIGNATION X STAND FOR THE FOLLOWING:X-OPERABLE SASH i HEIGHT; ` I HEIGHT .I I 81 i 70" ` I � MAX.MAX. SASH II I i SASH HEIGHT HEIGHT � I .I ' I L -- ----- -- - - - - - -. . .... _ - -- s ` "-.A-\, � GLASS DLO ° RIGHT HINGED-SHOWN 1/2" LEFT HINGED-OPPOSITE 30 GLASS DLO F LEFT HINGED-SHOWN RIGHT HINGED-OPPOSITE DESIGN PRESSURE RATING ±67.5 B UPDATED PER 2010 FBC 12/5/2011 LUCAS A.TURNER,FL P.E.58201 A JUPDATE TO FBC CHANGES 03/17/2008 PtdO RE W . Gp: ��iGdt4Kt } �•JOPS•��CENg�.•.2�: wRVDows�DOORs TABLE OF CONTENTS - ; No 58201 '. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS. .................1 :v: ;¢ TITLE GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES .......... ....2 t9% STATE OF :/u.. I ES GLAZING DETAILS...................... 3 12/07/11 ,0 •.� �� 8400 5/5/2007 SECTION VIEW&ALT.FRAME. 4 PROTHE INFORMATION CONTAINED DIN TETARY AND HI THIS IS HE SOnLE PROPERTY OF CUSTOM ��5 R 1 C P G\O�` SEL CASEMENT F;!jHE W-NO CWS-161 EXTRUSIONS& INSTALLATION DETAILS......................................6 7 WRIWIN�EN PERMISSION OF CUSTOMW SYSTEMS INC ANY WINDOW S STEMS,INC.ION IN PART SS PROAS A HI817EDHOUT THE '�i�s�ONA; ?�`, FT: 1 OF 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 6"MAX. 1212" (TYP) MAX.O.C.f TMPD' MAX C SEE NOTE 6 (NP) SEE NOTE 2 • •••�� •_• • TY Q ••• A • • 48 MAX.(*1'P) 6"MAX ) IT P) MAX.O.C. • • • • • (TYP) I MAX.O.C. SEE NOTE 6 �— (TVP) (T�,P) SEE NOTE 2 • • • • ••• • 10" 4"MAX.(TYP) 7 . MAX.O.C. / 6" (TYP) J / I / •♦1AX.QQ• • � •• / • / (TilP)• • • • • • e" M O.C. • • • • • • • MAX.O.C. (TY ) •• • • • •• •• (TYP) I I / I I I / 1 IS ♦ B 1 ♦ I INSTALLATION I ` I ♦ \♦ ♦ INSTALLATION ANCHORS TYP. 1 1 1 ANCHORS TYP. C A C INSTALLATION ANCHORS TYP. ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) THRU FRAME(WOOD OR MASONRY OPENING) THRU FRAME(WOOD OR MASONRY OPENING) THRU NAILING FIN(WOOD OPENING) THRU NAILING FIN(WOOD OPENING) NOTES: FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37'x 63" FOR UNITS UP TO 37'x 72" FOR UNITS UP TO 37"x 83" 1.INS I ALL nl7rMCHUR AT EACH INS[ALLATION LOUAI .SILL ANIMILK SPACING SAME AS HEAD. 2.SHIM AS REQ'D 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. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16"DIA.ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 12/5/2011 DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,FL P.E.58201 A UPDATE TO FBC CHANGES 03/17/2008 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL '%q,61111i11" NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. .0%P1yDRE W 1*1 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: WINDOWS&DOORS A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) J No 58201 '�13: 1900 SW 44TH AVE. B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. * *= OCALA,FLORIDA 34474 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). a ;izCTITLE: ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE z '9; STATE OF :4/� SERIES, 8400 A N r. OF N SHALL BE DONE BY AIDE VERSION OF THOE REFERENCE DOCUMENTS:OTHERS FOLLOWING THE CURRENT THE INFORMATION CONTAINEDPROPRIETARY NwTHTS DRAWINGOIS THE SOLE PROPERTYOF OUS10M ,,��0/FS��O R 1 P'G�`� MODEL' CASEMENT GALE NTS WG,NO.: CWS-061 FMMANVDMA1250(BOX WINDOWS),FIMA/AAMAlWD AN300(EXTERIOR)DOORS). WRITTEN PERMISSION OANY CUSTOM WINDOW SYSTEMS,MS,,IINC.SIS PROHIBITED.HOUT THE /i�s/pNp;E?►�` EV LETTER: B HEM: 2 OF 7 .. .. . . . .. .. . 7/8"OVERALL 1/8"ANNEALED GLASS • • • • • • • •• • • • •• • • • • • •• 7/16"AIRSPACE + • • • • • • • • • • • • • • • • 5/16"LAMINATED GLASS • • •• • ••• • 1/8"ANNEALED GLASS .090 DUPONT PVB INTERLAYER —.._— y-74"OVERALL•• ••• •• 7/8"OVERALL 1/8"ANNEALED GLASS • • • • • w • • • 4"HEAA6TIlENeTHlMED • 1/8"TEMPERED GLASS 3 PURFECT GLAZE"H" • Jo 0 0 00 go SIKAFLEX 552 • 7R6"AIR SPALE• • • 7/16"AIRSPACE 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS 46 UnF-- 1(8"HEAT STRENGTHENED 1!8"HEAT STRENGTHENED I .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 118"HEAT STRENGTHENED 1/8"HEAT STRENGTHENED 3 PURFECT GLAZE"H" 3 PURFECT GLAZE"H" ill SIKAF C.552 SIKAFLEX 552 GLASS GLASS TYPE A BITE FULL SIZE 46 46 D 1/2" i/2" I== GLASS GLASS BITE BITE GLASS TYPE C GLASS TYPE D g FULL SIZE g FULL SIZE 7/8"OVERALL 1/8"TEMPERED 7/16"AIRSPACE 5116"LAMINATED GLASS 1/8"ANNEALED 090 DUPONT PVB INTERLAYER 1/8"ANNEALED 3 PURFECT GLAZE"H" SIKAFLEX 552 46 B UPDATED PER 2010 FBC 12/5/2011 LUCAS A.TURNER,FL P.E.58201 A UPDATE TO FEC CHANGES 03/17/2008 WINDOW MAX GLASS ,+++0'P4ORE VV SIZE D.P. TYPE 1 • G GLASS TYPE B +.Gp,.��G E N g41 Qy•: WINDOWS&DOORS 6 FULL SIZE 37 x 63 +/-67.5 A-B ��:' No 58201 �-P 1900 SW 44TH AVE. 37 X 72 +/-67.5 C-D *: * ;* OCALA,FLORIDA 34474 '"al ;ir. TITLE: GLAZING-LARGE MISSILE IMPACT 9 STATE OF :4U s: PAWN Y. ATE 12/07/11 '��T•.� P 4U 8400 8400 ADE 5/5/2007 THE INFORMATION CONTAINED O PROPRIETARY THIS IS THE SOLE PROPERTY OF CUSTOM ,,I��s•.........,•�\��, MODEL CASEMENT CALE'. 1.1 WG.NO `,WS-161 WINDOW PERMISSION IN OF ANY WINDOW SIN PART OR ASIS WHO E WITHOUT THE ��j�S/ONA\- EV.LETTER: B HEET: 3 OF 7 . . ... . . . ... . . . . . . . . . . • • ••• • • • • ••• 3 33 18 • • • • ••• • • •• • • • •• • 1 • •• • • • • • • 1 46 15 • • . • • • • • • • 50 48 49 41 18 1 • • •• 000 INTERIOR • •• • • • 51 3 6 • • • • • • • • • 18 q •• i 2 23 52 _ 5 EXTERIOR 51 18 31 4 g 51 12 9 3 12 4 SECTION VIEW B-B EXTERIOR INTERIOR 40 52 13 51 4 � 43 7 36 46 2 SECTION VIEW C-C 46 39 ALT FIN FRAME SECTION VIEW A-A B UPDATED PER 2010 FBC 12/5/2011 LUCAS A.TURNER,FL P.E.58201 A 1UPDATE TO FBC CHANGES 03/17/2008 TEMS J��,`�,PqOTE: t10RE. ;' 4,16,17,19,20,25,27,32,34,37,38 ,JGP;•�cENSF•,A2cT': w@1DOWS&DOORS 2,44,45,50 ARE USED BUT NOT 1 :'p: 1900 SW 44TH AVE. HOWN FOR CLARITY. *c * i* OCALA,FLORIDA 34474 TITLE: SECTION VIEWS&ALT.FRAME-LARGE MISSLE IMPAC 9:• STATE OF k/: 7/11 I O tp SERIES: ADE 5/5/2007 THE INFORMATION CONTAINED EIT NwTHIS RA NG IS THE SOLE PROPERTY lOFOCUSTOM ''��S��0 R V P•• MODEL, moo CALE'. WG.NO IDENTIAL I WINDOW PERMISSION IN.ANY REPRODUCTION IN WINDOW SYSTART EMS,R ASIS WHOLE WITHOUT THE 'Ili 'ONp;�?C,?,`� CASEMENT EV.LETTER:NTBSHEET4 OF 7 61 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Item# art# Description Vendor Material 7/16" FRAME CORNER CONSTRUCTION 1 HF80306 FR,CASE,MAN,HEAD MKRON PVC 3 1/8" 1116" • • • ••• \ 2 FF6030B FR,CASE,MAN,SILL MKRON wC • • • • • •• 3 FI-6030B FR,CASE,MAN,JB.,RIGHT MKRON wC • • •• • • • • 4 • • • • • • • 4 H-80308 FR,CASE,MAN,JB.,LEFT MKRON PVC • • •1 3 4 • • • • • \ 5 1-1-6030A FR,CASE,W/FN MKRON we • D • • 6 K6008 SASH,CASE,TOP RAL MKRON Pvc "OIL, .65 X.437, P-4050 7 K6008 SASH,CASE,BOT.RAL MAOiON wC 3 21/32" • • • •• ••• ALUMINUM 5052-1 ' 8 K6008 SASH,CASE,SDE RAL,HINGE MACRON we 9 1-.6008 SASH,CASE,SDE RAL,LOCK MKRON wC • • • • • \ • • •• • 10 1--1592 -SCREEN RAL,SDE'BTM KEY MARK ALUM • • •• • • 11 K1593 SCREEN RAL,TORSDE KEYMARK ALUM ••• • • ••• • • ••• ••• 21/32" 12 GLASS SEE SHEET 3 _ 13 83028 SET.BLK.,85 DUR,1/8"X 7/8"X 2"LG. FRANC LOWE RUBBER 1/16" ` 14 83029 SCREEN LFT-OUT Sx�r PVC FLANGE H-6030B � CORNER WELD(ALL SIDES) 49 15 83113 SCREW SUPoRTFOR PVC TFAMRAsncs RUBBER z 11/32" SASH CORNER CONSTRUCTION 16 83195 SCREEN SPRNG,NO HOLE TENSION 17 83197 SCREEN CORNER KEY M&M NYLON ❑ COIL, .062 X.656,P-4491 ' 18 P-3217 WSTP.,WWELFAFSFAL,FRAME AMSBURY RUBBER ALUMINUM 5052-H32 % 19 83228 SCREEN SFLNE.155 DIA,BLK DAPA 20 FL3281 SPACER,OURASFAL,SEE SHEET 3 DURASEAL TRUSEAL 2114 21 PL3342 SEAM SEALER,SK55N SCHNEE SILICONE 6 7 8 9 1 22 83429 WSTP.,,270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB 6 17132" 23 RIRFECT GLAZE"H',SKAFLEX 552 HINKE L,SKA 24 83539 08 X 3/4"QUAD PEN Tec,ZINC,SCREW PVC SASH,CASE.H-6008 11 25 83581 SCREEN CLOTH,18 X 16 FIBERGLASS PHFER 1 9/32" 26 83587 #8 X V PH FH TEC 2,SS,SCREW FASTE-IAL SS 17132 CORNER WELD(ALL SIDES) 27 83613 CIMS LBL.(LOGO) 28 83685 CS-8400 GOLD CERT.LABEL,NFRCTAB10 19132" SCREEN RAIL,TOP/SIDE, H-1593 29 FL3752 CAP FLUG,1/2"HOLE M&M NYLON ALUMINUM 6063-T6 30 83881 TEMPORARY LBL.(PFRCJDPI 31 83940 SNI WB;L ss,Pvc SCREEN RAIL,SIDE/BTM,H-1592 32 P-4D33 TE BAR GUM ROTO.HENVE ROTO ss ALUMINUM 6063-T6 � 3ra" 33 84004 #8-32 X 112'PH RN,MS,SS(ROTO HIOWE.LOCK) FASTS AL SS 51 34 P-4005 SUPPORT RATE,LOCK,SS,ROTO HDAE(Eke w/84006) ROTO SS 15 7/32" 35 P-4D06 LOCI(,WLTFPONHITE T,ROTO HOWE,WROTO SS 3" 205 36 84007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMEIM ROTO SS 1 11/16" 37 P-4DD9 TRACT(&SL0e2 ASSA,ROTO OPER,ROTO HDWE,(13") ROTO SS 0 27132" 38 84°10 STUD BRKT.,ROTO OPER,L.H.,ROTO HOWE. ROTO SS T 1 SASH REINF.S-1505 39 P-4012 SHM ROTO OPERATOR ROTO FDWE(4.6On(1 ROTO NYLON SCREW SUPPORT-P-3113 PVC GLAZING BEAD-6064 ALUMINUM 6063-T6 40 FL4014 HANDLE:STD,ROTO OPER ROTO 1-DVWE(WHITE) ROTO ZINC 31/8"� 41 84018 HINGES(LEFT/RIGHIT FOR LES=T OR RIGHT OPEN CASEMENT) ROTO SS 42 P-4020 SUPPORT WASHER ROTO OFEt,ROTO HDIVE(SS) ROTO SS n 43 84021 #8-32 x 314"Quad FH WI 1/16"Lead,MS,SS,ROTO OR,ROTO FASTENAL SS 1 -tI 44 P-4024 GASKET,ROTO OPER,ROTO HDNE,1/16" HOP 45 84031-P-4040 TE-BARS,ROTO FCNVE 1.5 LOCKPOMS,SS(BY OA HGT.) ROTO SS B UPDATED PER 2010 FBC 12/5/2011 46 P-4-OW REIN=.COL-ALL IMINUM,5052-1-132(.050 X.437),HD PRECISIONS ALUM LUCAS A.TURNER,FL P.E.58201 A UPDATE TO FBC CHANGES 03/17/2008 47 F4043 STRIKE,MULTIPOINT M&M NYLON 4 48 84146 #8 x 3/4"PH FLAT Te(,SS FASTed.AL SS ��0-%%,4O RE VV'11,, , ��tifQ• QKZ 49 FL4491 RETE.COL-ALUMINUM,5052-H 32(.062 X.656),HD PRECISIONS ALUM ��% 9 P•GEN 50 84641 #8 x 5I8"PH FLAT Te(,#7 HEAD,SS FASTeJAL SS WINDOWS&DOORS 51 S1506 RE7TE.CASE SASH KEYMARK ALUM : No 58201 :-P••. 1900 SW 44TH AVE. 52 S-6064 GLZ.BD.,7/8" MKRON we r' ?:: *? OCALA,FLORIDA 34474 * TITLE. n :�� EXTRUSIONS&B.O.M.-LARGE MISSILE IMPACT PVC FR.CASE.,MAIN(FIN)H-6030A �Z � STATE OF :1. SLG: SERIFS: wN BY PROPRIETARY AND COWIDENTNL 13107/11 0 ••,'�"( 8400 ADE 5/512007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF WINDOWWRITTEN PERMISSION,IOF ANY WINDOW SYSTEMS,TOR AS S WHOHLE WITHOUT ITHO TSTHE �TOM ��iss+llNA Edi �� MODEL CASEMENT �LLETTER'1 2 H E"o 5 OF 7 1 B SOFT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . . . ... 41BPWOODBU(9K • • • •• • • %Y d114ERSIA) • • • • •• 13/8"MIN.EMBEDMENT INSTALLATION ANCHOR, • • • • • • • • [D] 3/16"DIA.MASONRY SCREW. •�l/q^%AX SI-k • • • • • 1/4"MAX SHIM W/WASHER THRU SCREW [B • •• [B] 0 2 BY WOOD BUCK SUPPORT[C] CONCRETE/MASONRY A ` BY OTHERS[A] BY OTHERS > 7//8"MIN.EDGE DIST. 2 UZ MIN.EDGE DIST. SEALANT BETWEEN BUCK • • • • • [D] •• • • •• • [C] AND OPENING BY OTHERS 0 • • • INSTALLATION ANCHOR, A • • • • C• #10 WOOD SCREW W/ n I • • • ••• •• WASHER THRU SCREW 21/2' MIN.EDGE DIST. •A 4 t� 0►0 SUPPORT[D] 11/4"MIN.EMBEDMENT >;�� ` s. s. s. [C] 0 A [C] >• :• •> • SEALANT BETWEEN BUCK • n• >, .'.• ••' AND OPENING BY OTHERS ;'•• 1 BY WOOD BUCK 'J;+' 'ooS�Sti A EXTERIOR FINISH- �•• BY OTHERS A SEALANT BEHIND • °e'S �' CONCRETE/MASONRY BY OTHERS [ ] 1 1/4"MIN.EMBEDMENT PERIMETER SEALANT FLANGE BY INSTALLER BY OTHERS [Cl BY INSTALLER PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY INSTALLER 1/4"MAX SHIM EXTERIOR FINISH BY OTHERS B HORIZONTAL SECTION BY OTHERS �C1 HORIZONTAL SECTION [B] 6 FRAME(MASONRY) 6 FRAME(WOOD) SEALANT BEHIND FLANGE BY TE:HEAD AND JAMB INSTALLER INSTALLATION ANCHOR, 3/16"DIA.MASONRY SCREW D VOWN FOR 2BY INSTALLATION. WI WASHER THRU SCREW INSTALLATION ANCHOR,3/16"DIA LL INS INSTALLATION SAME AS D SUPPORT[C] MASONRY SCREW w/NEOPRENE BELOW BACKED WASHER THRU SCREW SUPPORT[C] SEALANT BEHIND FLANGE BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR,3/16"DIA. PERIMETER SEALANT 1/4"MAX SHIM MASONRY SCREW w/NEOPRENE BY INSTALLER [B] BACKED WASHER THRU SCREW SUPPORT[C] EXTERIOR FINISH BY OTHERS •D►• ••D•• °, e• ••D•, SEALANT UNDER SCREW D D• • D• s D. SEALANT BEHIND HEAD BY INSTALLER FLANGE BY • D . ►' •• ► •• ►• s D •p 11/4_'MIN.EMBEDMENT INSTALLER HIGH STRENGTH STRUCTURALD• • �•• •D• ► C e D D p D►D D [C] REFERENCE NOTES: GROUT BY OTHERS ►� ► D• �• •D ► ►• • • PERIMETER SEALANT 1/4"MAX SHIMD D ►� D D• s p• ► • [A]SEE NOTE 10,SET 1 BY INSTALLER [B] s • D D ♦p ►p • • [B]SEE NOTE 253,SHT 2 2-112°MIN.EDGE DIST. [C]SEE NOTE 4,SHT 2 EXTERIOR FINISH CONCRETE/MASONRY [D]SEE NOTE 5,SHT 2 BY OTHERS SILL STOOL [E]SEE NOTE 6,SHT 2 r}•' ' .s - BY OTHERS •• s••�' ' �p1 ALTERNATE PRECAST SILL DETAIL USE SOLID WOOD SUPPORT • •�•4•e,>: •s.'p ,s•, s. ,s•s.�a TO MAKE SILL LEVEL 6 FRAME(MASONRY) B UPDATED PER 2010 FBC 12/5/2011 a; s ;�•s.�a;a;a;w s s.o n;n>•o;.e BY OTHERS LUCAS A.TURNER,FL P.E.58201 A I UPDATE TO FBC CHANGES 03/17/2008 •s • > •>•> •s. •:•s• 1/4"MIN.EMBEDMENT ��\�\PP10RE4y�Ne 1 • [C] ,��GQ ;��G E N SF•.PLS, wevDows 5 Doors CONCRETEIMASONRY LZZ"MIN.EDGE DIST. v t• No 58201 �1�: 1900 SW 44TH AVE. BY OTHERS [C] *: * '.�.' OCALA,FLORIDA 34474 ` ITL ELATION ANCHOR THRU FRAME DETAIL-LARGE MISSILE IMPAC q VERTICAL SECTION `i �•9Q.• STATE OF J�1L RA Y AT 6 FRAME(MASONRY) 12/07/11 ��T•.� Pr �� 8400 ADE 5/5/2007 PROPRIETARY AND COWIDENTML I� t O R 10 �• ODEL SCALE, WG.NO THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMWINDOW R WRITTEN SYSTEMS, INC.ANY USTOM WINDOW SIN PART OR ASS HOLE WIITTHOUT THE �'�isf........l E?G�� CASEMENT EV.LETTE N BS H ET: 6 OF 7 61 . . ... . . . ... .. .. . . . •• .. . . . . . . . . . . . . . ... . . . . ... . ... . . . ... -1_112 MIN EMBEDMENT • • • • • • • •• • • • •• • • • • • •• fEI • • • • • • • • • • • • • • • • • • • • ••• • ••• • SHEATHING BY OTHERS INSTALLATION ANCHOR, #8 WOOD SCREW w/ •• • • • •• :00•• •• SEALANT BEHIND FIN o, WASHER. • • • • • • • • • BYINSTALLER °•a [E) • ••• • • • • •• • EXTERIOR FINISH '• o. •• • • • • • ••• •• BY OTHERS o°°0 2 BY WOOD BUCK ••d BY OTHERS[A] 2 BY WOOD BUCK 1/4_'MIN EDGE DIST PERIMETER SEALANT BY OTHERS[A] [E] BYINSTALLER •do4, 11C MIN EDGE DIST WINDOW WRAP [E] INSTALLATION ANCHOR, BYINSTALLER WASHER. [B] #8 WOOD SCREW w/ 1/4"MAX SHIM 1/4"MAX SHIM [EJ [B] O Ll/2"MIN EMBEDMENT D `E' � F HORIZONTAL SECTION SHEATHING d J. •4,o• �d' 7 FIN(WOOD) .eb' BY OTHERS d•� r .ab, EXTERIOR FINISH BY OTHERS WINDOW WRAP BYINSTALLER 1/4"MAX SHIM [B] SEALANT BEHIND FIN PERIMETER SEALANT WINDOW WRAP BY INSTALLER BY INSTALLER BYINSTALLERjam 1/4'MIN EDGE DIST REFERENCE NOTES: [E) [A]SEE NOTE 10,SHT 1 a is [B]SEE NOTE 283,SHT 2 SEE NOTE 4,SHT 2 PERIMETER SEALANT ID]l SEE NOTE 5,SHT 2 BYINSTALLER e•�q [EJ SEE NOTE 6,SHT 2 2 BY WOOD BUCK SEALANT BEHIND FIN °' BY OTHERS[A] BYINSTALLER e.•+ INSTALLATION ANCHOR, 8 rUPDATED PER 2010 FBC 12/5/2011 ee�i• #8 WOOD SCREW w/ p,o•O• WASHER. LUCAS A.TURNER,FL P.E.58201 A I UPDATE TO FBC CHANGES 03/17/2008 EXTERBYO HIERRFINISH—"--"" NpREW INISH [E] ��'%litilliff"�'4i 1.112_MIN EMBEDMENT E N•'lG'�4 `�^�[ JiiL S [E] JGQ,••�-� F•';p'L�: WINDOWS&DOORS SHEATHING v: No 58201 :P: 1900 SW 44TH AVE. BY OTHERS OCALA,FLORIDA 34474 E VERTICAL SECTION TITLE 7 FIN(WOOD) -INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPACT O:• �� STATE OF : ` SERIES RAWN BY. PROTHE INFORMATION CONTAINED IINaTHIS DRAW NG IY AND S THE SOLE PROPERTYIDENTAL 0 OCUSTOM 'i�S ....... C P G , MODEL X00 CALF ADE WG�NPATE; CWS_07 WWINDOW RITTEN INC.ANY REPRODUCTION IN PART RASS WHOLE PROHIBITED.ITHOUTTHE ' � CASEMENT LETTER: NTS HEET: CWS-161 B 7OF7 Florida Building Code Online 6/27/14, 1:33 PM PLORMA 090411117~OF • &Professional BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business.' Product Approval Professional P� USER:Public User Product Aooroval Menu>Product or Aoolication Search>A2 lica ion List>Application Detail FL# FL16177 w "'f Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Terrace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc 0000 Quality Assurance Representative Cal Ledy • • •••• •••0•• Address/Phone/Email 1900 SW 44th Ave. •• • • ••• • Ocala, FL 34474 000.0• 0000 0000 0 (352) 368-6922 ' 000000 • • • cledy@cws.cc 0 0 0 0 • 6906• •• . : : • • • 0000 • ••o 0000• Cate Windows ' ' Category 0000•• •• • 0000• Subcategory Single Hung 000000 0••0 0 0 *00000 •00.0• • 0 0 Compliance Method Evaluation Report from a Florida Registered ATchitecIqr%l%ensed P15M d 0 Professional Engineer • ••• 0• •000•• • • ht Evaluation Report-Hardcopy Recei%" • • 000 •• • • • • • Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M. Urich, PE „' Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RO COI EvalReo CWS-812A(SH-8100, Imoact, 53x63, NoSillAnch).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 http://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy8QtjDbmB[PnppxT8A9XYzP3YPVBJPUMw%3d%3d Page 1 of 2 r r Florida Building Code Online 6/27/14, 1:33 PM ASTM E 1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Summarar of Products — -----, FL# Model, Number or Name Description 16177.1 1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL16177 RO II CWS-812A(SH-8100,Impact, 53x63, Approved for use outside HVHZ:Yes NoSillAnch),Ddf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other:SH-8100 PVC Impact, Max. FI.size 35, no sill anchors Evaluation Reports required. Safety glazing required on outer lite above 30 ft. in FL16177 RO AE DuPont PVB NOA 11-0624 01.Ddf HVHZ FL16177 RO AE EvalReD CWS-812A (SH-8100, Impact, 53x63, NoSillAnch).Ddf FL16177 RO AE Mikron NOA 11-0830 09" • Created by Independent Tpird P@rty: Yes*••••• ••••6�8 0000•• •• • 0000•• • 0000•• • • • 0000 •• • • • • • • • • 000 Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824• • •• •••••• 000000 •• • 0000• The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Amgjoitty, �&tT ement!:gAngttatement••••• Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to s'uilcewords request,do not send electrogic• mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please cdhtact6501487.1395.*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*e it adpdress if they4 M0• one.The emails provided may be used for official communication with the licensee.However email addresses are publiyrecord•If you do r�t•1s�Tosupply a ersonal a address,please provide the Department with an email address which can be made available to the public.To determine if yoy ao¢a licensee under Chapter 4J�i►S,•• please click here. •• • • 000 • • Product Approval Accepts: •• • sccurit% http://floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDgvyf4ngAXhIOy8QtjDbm81PnppxT8A9XYzP3YPVBJPUMw%3d%3d Page 2 of 2 URNER 2080 Mauve Terrace North Port, FL 34286 ENGINEERING& Ph.941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 6134' unit size,+/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-812A, signed and sealed by Lucas A.Turner, P.E. 2) Test Report NCTL-210-3815-1A, -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 3) Supplemental Calculations to support CWS-812A, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-812A. Limitations of Use: This product: ."••. . ...... • May be used in O/X configuration in sizes and with max. glass DLO h;j4fts;as shoyv..n.W? •• CWS-812A906:0. .. . ...... • Is impact resistant and does not require the use of shutters '••••' •••; • 00 0 May be used in the High Velocity Hurricane Zone • • • .... . .. 0000. • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite. .... (Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated (l/84Aan_.090PY+-'• -.0.:• 1/8Ann)inboard lite •.•.•. 0 • • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 11-0624.01 , 00 ;•0.:• -00... • Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A.U-WF 0.09 . :" .• . 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. 00PV10RE VV�%�i v r No 58201 :-P w 7 a 1/3/2013 STATE OF :4u Lucas A.Turner, P.E. !'#,' .••'; 0 R p?: FL PE#58201 01#18NA;�i� Lucas Turner 2013-01-03 13:41-05:00 . . . ... . . . ... .• .. .. .. . . . . . . . . . . . . ... . . . . ... SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) ••• ro ••• ••• P C4MPASTPBEQUIREMENT: of 00 0 0 •, • •• ••• •1.T�PRb8tjCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO • • • • • • • CO LY WITF3 THE FLORIDA BUILDING CODE,CURRENT EDITION. - - 531/8" • • •�• • ••• • MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3) FLANGE WIDTH 3.CONFIGURATIONS:"O/X". 51 n6"MAX.UNIT WIDTH •• • • • •• ••• -IMWT: PVB SASH/IMPACT HOOK -- 4711/16"GLASS DLO • • • • • • • • • •• 01.0 :4.DESI PRESSURE RATING: • • • • • • • • NEGAI VE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS •• • • • • • :W-L5&ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE T— -- - AND GLASS TABLES ASTM E-1300-04. I / MAK 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE I DESIGN OF THIS PRODUCT.SEE SHEETS 6&7 FOR INSTALLATION DETAIL. OVERALL FLANGE WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR HEIGHT 7 I CALCULATIONS. 6 O ! GLASS S G 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. i GLASS DLO I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 61 MAX. I . I USED AT FIXED MEETING RAIL AND JAMB. i UNIT HT 8.SERIES/MODEL DESIGNATION SH-8100. 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS 30 I I MAX, 26 7!8" RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. I SASH I GLASS HEIGHT DLO 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,O=FIXED SASH I I 11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL i -- I ELEVATIONS IN A SIMILAR LOCATION. -- -- A 451116" GLASS DLO �-- - 48 3/8" ---- MAX.SASH WIDTH LUCAS A.TURNER,FL.P.E.,58201 A FRECONFIGURED 9/2012 10/18/12 DESIGN PR70 PSFE RATING Prs�REW"P�4, Q ; BENS"'• V V F••y WINDOWS&DOORS TABLE OF CONTENTS : ? No 58201 '�-P 1900 SW 44TH AVE. GENERAL NOTES&ELEVATIONS.....1 t ALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES..........2 �: * ITLE: GLAZING DETAIL.................................3 ;a. GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT SECTION VIEWS..................................4 '9 STATE OF :�� PAWN TE: EXTRUSIONS&B.O.M.........................5 �iGt�'•.F P, 4u 8100 8100 BAT 06/18/2012 INSTALLATION DETAIL........................6,7 THE INFORMATION CONTAINEDON�THI THIS IS THE SOLE PROPERTY OF C X440'1 O R 1. G� � ODEL PVC SINGLE HUNG CALE: NTS O., WRITTEN PERMISSION OF CUSTOM W NDOW SYSTEMS,INl S ROWINDOW SYSTE S,INC.ANY REPRODUCTION IN PART OR AS A HBITEDHOUT THE ��0 /0(�J A,�?��, EV_LETTER: A HEET: CWS-872 1 OF 7 . . ... . . . ... . . . . . . . . . . . . .•. . . . . ... . ... . . . ..• . . . . . . . .. . • • 000 • • • • • •• --SEE NOTE 2 • .• : :11 MAX. ! • •--MAX A 6"MAX. I I I INSTALLATION i I ANCHORS(TYP) 4- 10 10 1/2" MAXO.C. SPACING(TYP) B 1 � / 1 B 4" I NOTES: NO ANCHORS REQUIRED IN SILL A 1.INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL. 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" OR MASONRY OR ANCHOR LAYOUT-(EQUAL SPLIT) WOOD,AND 1/8"FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. FLANGE INSTALLATION THRU FRAME 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2",IN ANY DIRECTION,SHALL BE ACHIEVED. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION. 6.#16-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10/18/12 9 INSTALLATION A.WOODTI MIANCHOR NIMUM SPECIFIC GRAVITY OF G=0.55 CITIES FOR T SOUTHERN PINE OR GREATER)EIN ARE BASED ON ATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,,,%%%'VAOREW�"Ji4r� B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. .� 5 GEN L •• C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). '+JOP'��-'' S61 ..ytn I WINDOWS&DOORS D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. v: No 58201 :P: 1900 SW 44TH AVE. E.STEEL-.060"THICK MIN.,33 KSI MIN. S GALA,FLORIDA 34474 ITLE: 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS -"p'. STATE OF :W FMA/AAMA 100(FIN WINDOWS), �0,;'l F �: 8100 -BAT A E_ 06/18/2012 F MA/AAMA 200(FLANGE WINDOWS), PROPTHE INFORMATION CONTAINED INMETARY THIS R WDI G IS THE SOLE PROPERTY OF CUSTOM 'IDENML '0��5 R P�G\��, ODEL_ PVC SINGLE HUNG scaLE: NTS NO. CWS-812 FMA/AAMAIWDMFMAANDMA 250 A0300)(EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR.IIS PROHIBITED.A WHOLE ROUT THE ��I�S+ONp;� ��` EV.LETTER: ASHEET' 20F7 . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . ... . . . ... . . . . . . . .. . . . .. . . . . . .. . . . . . . . . . . . . ... . ... . 7/8"OVERALL 7/8"OVE�l • • • •• ••• •• 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR•MMPI RIP :•• :• •• 7/16"AIRSPACE 7/16"AIRSPACE• • • • • • • • 5/16"LAMINATED 5/16"LAI RATECf • • • • ••• •• 1/8"ANNEALED 1/8"ANNEALED .090"DUPONT PVB INTERLAYER .090"DUPONT PVB INTERLAYER 1/6"ANNEALED 1/8"ANNEALED 4 SIKAFLEX 552 OR PURFECT GLAZE"H" 4 SIKAFLEX 552 OR PURFECT GLAZE"H" 14 16 1/2"GLASS BITE 1/2"GLASS BITE 7F1 71 O FIXED LITE(EQUAL SPLIT) SASH LITE LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10/18/12 oltsistol ��..ppIDR........ ♦�iG�i °' F� ORS No 58201 1900 SW 44TH AVE. CALA,FLORIDA 34474 ITLE: (t GLAZING DEATAIL-LARGE MISSILE IMPACT '9; STATE OF :W+' �i�.0'•T 4u tNiLb,8100 RAWN BY BAT ATE: 06/18/2012 THE INFORMATION CONTAINEIN D AND COWIDENIULTHESOLE PROPERTY OfC i�'��S ••�•.R•,'O`P�\?�, MODEL: PVC SINGLE HUNG CALE. NTS WG.NO.'. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC IS PROH BITEDA WHOLEHOUi 7HE �4iS0ONA�'0N�•� Ev.LETTER: A HEE I,WINDOWCWS-812 30F7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . ... . . . ... . . . . . . . .. . . . .. . . . . . .. . . . . . . . . . . 3 INTERIOR 13 3 4 4 45 53 1 38 O Q • • 1 • • 14 • EXTERIOR •48 35 1 45 54 48 33 15 54 19 EXTERIOR INTERIOR 3 4 71 14 34 39 a SECTION B-B NOTE:LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUTAWAY 72 9 40 4 8 6 16 53 48 10 NOTES: ITEMS 20,25,26,36,37,44,51,52, 16 55,56,64, 5,56,64,67,68 ARE USED BUT NOT SHOWN 6 FOR CLARITY, 66 6 36 34 U 114" 18 11 2 6 303 O LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10/18/12 3 74 -A ,,��y�Pp10 RE W, SECTION A SE (EQUAL SPLIT) WRJDOWS&DOORS No 58201 f1�: 1900 SW 44TH AVE. * * * OCALA,FLORIDA 34474 TITLE: SECTION VIEWS,EQUAL SPLIT,LARGE MISSILE IMPACT '9 " STATE OF !�• �rpn•,"a 11r��'� 8100 BAT DATE: 06/18/2012 THE INFORMATION CONTAI CONTAINED N�THI DRAWING IARYANDCOS THE SOLE PROPERTY OF CUSTOM X141, �'O.A,O'"U\��` ODEL: CALE: DWG NO� WINDOW SYSTEMS,INC.ANY REPRODUCTION IN RITTEN PERMISSION OFCUSTOMWINDOWSISTERS,RASC. WHOPROHLE THE '�i�le A' %`, PVC SINGLE HUNG [REV.LETTER NTS A HEET: CWS-612 40F7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3 1/8" • ••• • • • ••• FRAME CORNER z 3/16^ 1;5/1`" • • • • •• • CONSTRUCTION Item# Part# Description Vendor Material • •r • • • • • •• 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mkron Vinyl 1/78" 1116" f-- • • •• • 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 8 111i" ••• • ••• • 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mkron Vinyl z 1 5/8" 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mkron Vinyl 2 3/4" 3 15/8" 10 6 S-1577 Impact Hook Keymark Alum 4 L 8 H-6027 Sash Meet.Rail,PVC Mkron Vinyl p ••• : ••• i•• ••• ••• 6 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum a 000 a : :•• :• a a CORNER WELD(ALL SIDES) 10 H-6028 Sash Bottom Rall,PVC Mkron Vinyl PVC SASH MTG.RAIL-6027 PVC SASH BTM.RAIL0602a a a • • • • • 12 H-6004 Sash Stde/rop/Bot.Rail Mkron Vinyl PVC FRAME FLANGE-6031 •• • • a • • 000 a• 13 S-1498 Reinf.S.B.RJS.S.R 1118" 14 S-6064 Glz Bd.,7/8",Fxii.,Horiz Mkron Vinyl qq 15 S-6064 Glz Bd.,7!8",Fxd.,Vert. Mkron Vinyl 1/16" 7/8" 37 16 S-6064 Glz Bd.,7/8",Sash,Horiz Mkron Vinyl 17 S-6064 Glz Bd.,7/8",Sash,Vert. Mkron Vin 1 12 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz Mkron Vinyl 3/4" 7t 5/8" 1 5/16"—I 20 S 6029 Sash Stop/Fill19 S-6014 Scm.Adapt., er,,,PVC,Vert. Mkron Vinyl,Vert. Mikron Mnyl 3 2 118 n PVC SASH STOP-6025 11 23 H-1699 Reinforcement,SBR Keymark Alum 15/16" 1/18" -i 24 P-2190 Balance BSI i 1316" 25 P-3059 Sash Cam,PVC BSI Plastic REINF.,S.B.R.-1699 1 1/2" PVC SASH SIDE RAIL-6004 FIXED MEETING RAIL tli6 R 26 P-3046 Take Out Clip BSI SS ALUM 6063-T6 WITH OUTER FRAME 27 P-3783 Lock,Impact,PVC Interlock ALUM.FIXED RAIL-1836 REINF.S.B.R./S.S.R.-1498 ALUM 6083-T6 ALUM 6063-TT 8 28 1 P-4069 Keeper,Impact,PVC Intedock Zamac 30 P-3215 Weep Cover w/Fla Geer Plastic '1 .045 32 P-3429 Wstp.,0.270 x.1 87 back FinSeal,Gray Ultrafab 1/2" 11/8--- 33 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab 5/16" f�-} 5/8" 34 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab t 35 P-3429 Wstp.,0.270 x.187 back FlnSeal,Gray Ultrafab 1 Ila"�{ 1 9 36 P3429 Wstp.,0.270 x.187 baric FinSeal,Gray Ultrafab1 1/16^ 37 P-4638 #8x2-112 PH Mod.Truss,Type A TEK 2 Fastenal Steel -� 1/16" 1118" -----�—9/16" j 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel PVC SCREEN SUPPORT-6014 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6963 REINF.SASH MTG.RAIL-1497 39 P4051 W #8 x 1.250 Ph FH TEK,Wht. Hub City Steel ALUM 6063-T6 40 P4264W #8 x 3/4 FH PH w/#6 Head,TEK,Wht Hub City Steel 6 44 P-3342 Seam Sealer,SM-5504 Schnee 1/4" 45 P-3752 Cap Plug,12"Hole M&M Nylon 0 3/16"It 47 P-3438 SikaAex552orPurfectGlaa"H" Sika/Henkel 0 48 P-3352 Set BIk.,85 Dur.,1/8"x 5!8"x 2"Lg. F.Lowe Rubber 0 51 P-3881 Tem poraryLbL(NFRC/DP) 7/1— 141 161 52 P-3613 CWS Lbl.(lo o) Pro Label r 3"� 3/#�O 1!2 53 Sash bee azin hart(pg,3) 1/16" IIi�� 5" PVC GLAZING BEAD-6064 54 Fixed See Glazinghart( 3) 56 P-3281 Spacer Dureseal 7 1/a" SCREW SUPPORT-3113 62 P-3218 Screen Frame,Horiz Allmetal Alum I 63 P-3218 Screen Frame,Vert Allmetai Alum I-1 5/16" 64 P-3321 Screen Frame Comer Key Allmetai Plastic LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10/18/12 65 F-358-1 IMPACT.1Fiberglass Bee Fiberglass HOOK-1577 7/8" ALUM 6063-T6 66 P-3228 Screen Spline,.155 Dia.,BlkDpVinN 9/18 Pt�IORE W"le 67 67 P-3029 Screen Pull Tab Summit Alum U YY B seen Spring, Green �-I-1/16' `VP:�"\OENS�••.'Q� �, WINDOWS&DOORS 70 P-3113 Screw Support for PVC T.Plastics Nylon �;• No 58201 •.�Fi: 1900 SW 44TH AVE. 71 H-1836 Mum.Fixed Rail Keymark Alum REINFORCEMENT,IMPACT HOOK-1112 S* .,� CALA,FLORIDA 34474 72 5.8083 Cover,Fixed Rall Mkron Vln ALUM 6083-T6 * ITLE: N %ro: ;a� EXTRUSIONS/B.O.M.-LARGE MISSILE IMPACT 73 5.1112 Reinforcement,Impact Hook Keymark Num 7� '9�• STATE OF W� 5ERfESi HAWN BY. 74 P-3541 #8 x 12",Pan Head,TEK Fastenal Steel r �iOp.IDENTIAL ,A' �: 8100 BAT ArE 06/18/2012 THE INFORMATION CONTAINED IIPRON�THTARY AND IS DRAWING 13 THE SOLE PROPERTY OFC i�',�S• R O P G�2.� ODEL' PVC SINGLE HUNG GALE. NTS CWS-812 NOTE: ITEMS 5NOT USED ON THIS PRODUCT'55,57-61 ARE WINDOW N PERMISSION OF CUSTOM REPRODUCTION INDOW SYSTEMS,INC ISP OOLE H BI EDHOUT THE 4� ONq;BN��` REv LETTER. A E 50F7 • • • INTERIOR FINISH- 1 114"_MIN.EMBEDMENT • I*WO IN.EMBIFDMENID • INTERIOR FINISH BY OTHERS [C] ♦ s [g • • • •• • INTERIOR FINISH SEALANT BETWEEN BUCK gV OTHERS r' f • • •• • • • • • BY OTHERS AND OPENING BY OTHERS CONCRETE/MASONRY }i 'r r+ri. • • ��"" • • .ti.{.c• BY OTHERS ..f•; .f•,.•t �j 1/4"MAX.SHIM • • • • 1/4"�,�(.SHM4 • • ti•.... .. INSTALLATION ANCHOR,3116"DIA. •0•O Z/6"MIN.EDGE DIST. -T/2" MASONRY SCREW WNVASHER (MIN EDGE DIST.) THRU SCREW SUPPORT 1�"' [D] [C] [c) • •• .. CONCRETE/MASONRY > s.n•> s.• • titin L1L4 • ♦ • BY OTHERS a n, ' 'ti'.'• (MIN EMBEDMENT)[C] •. EXTERIOR FINISH :�'' • . •• • INSTALLATION ANCHOR, BY OTHERS 1 BY BUCK 21/2 ► • #10WOODANCHOR BY OTHERS (MIN EDGE DIST.) 4 /INTEGRATED WASHER PERIMETER SEALANT [A] [ l A A THRU SCREW SUPPORT BVINSTALLER [D) 1/4"MAX SNIM SEALANT BEHIND FLANGE [B] WINDOW FRAME .�.,r�ti.ti r 2 BY WOOD BUCK BYINSTALLER 1 BY WOOD BUCK--/ 1't JAMB y �'' BY OTHERS BY OTHERS SEALANT BEHIND FLANGE SEALANT BEHIND FLANGE [A] B BY INSTALLER BYINSTALLER SEALANT BETWEEN WINDOW FRAME EXTERIOR FINISH BUCK AND OPENING HEAD BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BY OTHERS INSTALLATION ANCHOR,3/16"DIA. BYINSTALLER BYINSTALLER MASONRY SCREW W/WASHER HORIZONTAL SECTION EXTERIOR FINISH THRU SCREW SUPPORT FRAME(MASONRY) BY OTHERS [c] HORIZONTAL SECTION 6 FRAME(WOOD) N WINDOW FRAME CONTINUOUS DOUBLE 3/16"BEADS OF TREMGLAZE U1600 SEALANT SILL OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER WINDOW FRAME 1/4"MAX.SHIM SILL PERIMETER SEALANT [BI BYINSTALLER REFERENCE NOTES: EXTERIOR FINISH p •. s• • s ° p [A] SEE NOTE 9,SHT i BY OTHERS • p• > p : 'p: : D: [61 S E NOTESHT 2 C] SEE NOTE 2&4,SHT 2 CONTINUOUS DOUBLE 3/16"BEADS OF e p •D •D SEALANT BEHIND FLANGE TREMGLAZE U1600 SEALANT AROUND p ° p s ► ► s• •D •. ►p [D] SEE NOTE 5,SHT 2 BYINSTALLER _ PERIMETER AT ALL INDICATED POINTS p• • s' °p. s p p D p D p p D BETWEEN FRAME AND BUCK BY INSTALLER. •D ► p, e D •' °•p►' °•p► •. ► ►• s PERIMETER SEALANT D BYINSTALLER 1/4"MAX.SHIM s •D ► p p Dsp► D.p• D• ► p• • EXTERIOR FINISH [B) BY OTHERS M •.• CONCRETE/MASONRY ByOTHERS ••�:• }, >>• BY OTHERS LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10/18/12 .•Vis•>. SILL STOOL runup • ;•P•• >••s BY OTHERS %'�� 4rr • ��n>;4•>,>,• s. a, ,s•e, s. ,s•s•� ALTERNATE PRECAST SILL DETAIL ,%% PNDRE. s. s.•: >,>;e• s s•e••p•>o•e;. USE SOLID WOOD FRAME(MASONRY) .`per;:•�G • V ENS'•GHQ 4 �r'1iL6t•�J�iL •s;,•• .• • • .• s SUPPORT TO MAKE +` `. WINDOWS DOORS F 'L s. o.� r,•, , s.•,�• s. • •e, >. �• SILL LEVEL BY OTHERS J: '•, W •n; � •�.� •s >; s. �•e.�e��e; ��: No 56201 :�. 1900 SW 44TH AVE, • :#; * ;* CALA,FLORIDA 34474 CONCRETE/MASONRY .9; TITLE: BY OTHERS STATE OF :41: HIGH STRENGTH 'i�.(�'yR p,�� 8100 AWN BAT ATE_ 06/18/2012 STRUCTURAL PROVERTICAL SECTION THE INFORMATION CONTAINED IINroTHIS RAW NG IS TIETARY AND HE SOLE PROPERTY OF CUSTOM ENTSkL �� °S•�`O.. ..,.G�``+� MODEL: PVC SINGLE HUNG CALE: NTS :CWS-812 GROUT BY OTHERS 11 FRAME(MASONRY) WRITT N PERMISSION OF CU TOM WINDOW SYSTEMS,INC.ANY REPRODUCTION INDOW SVST EMS,NC IS PROHIBI EART OR AS A WHOLE IDTHOUT THE rr010/6N Al S?� EV.LETTER: A HEET' 6OF7 . . or . • . ... • • • • • • • • • • • • ••• • • • • ••• • • •• • • • • • •• 1/8"MAX.SHIM • • I j)TALLATIC#IobCHOIi,• ••• ••• [D] • #10 SCREW [D]07 [CJ PERIMETER SEALANT BYINSTALLER • •• 000 •• 1/8"MAX.SHIM • • • • • • SEALANT BEHIND FLANGE • • • • • • • BYINSTALLER WINDOW FRAME HEAD PERIMETER SEALANT WINDOW FRAME INSTALLATION ANCHOR, BYINSTALLER JAMB #10 SCREW [CJ SEALANT BEHIND FLANGE BYINSTALLER N (�)HORIZONTAL SECTION lIJ WINDOW FRAME SILL REFERENCE NOTES: CONTINUOUS DOUBLE 3/16"BEADS OF TREMGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN [A] SEE NOTE 9,SHT 1 FRAME AND BUCK BY INSTALLER. [B] SEE NOTE 2&3,SHT 2 [C]SEE NOTE 6,SHT 2 [D]SEE NOTE 9,SHT 2 SEALANT BEHIND FLANGE 1/8"MAX.SHIM BYINSTALLER PERIMETER SEALANT BYINSTALLER [D] LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10/18/12 VERTICAL SECTION J: ''.(�: RS No 58201 : 1900 SW 44TH AVE. * * CALA,FLORIDA 34474 TITLE: AQT Z �9 STATE OF ;W: THE INFORMATION CONTAINEDPROPIN�THIS DRAWARY DINOOWIDENTIALITHE SOLE PROPERTY OFC .�,,�,�5 ` F�OP GMODEL PVC SINGLE HUNG CALF: NTS AT 8100 BAT 06/18/2012 WRITTEN PERMISSIONOFCUSTOMWINDOWSYSTEMS.IR.INCIS ROA WHOHIBITEDHOU77HE '�iOP[q �?��` EV LETTER A HE T:WINDOWCWS-812 70F7 Business & Professional -gi BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map f Links Search Business f, Professional USER:ProdPublic User >„v USER:Public User Product Approval Menu>Product or Application Search>Ago cation List>Application Detail • -•_ac . FL# FL14850-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 o •.•.• • • •••• •••••• (352) 368-6922 Ext 221 • • • • ]thompson@cws.cc •• • •o :•: • •••••• •• • •••••• •••• •• • • • Category Exterior Doors •••• •• • • • Subcategory Swinging Exterior Door Assemblies •••• •V. ••• Goo** •••••• •• • ••••• • • •••••• Compliance Method Evaluation Report from a Florida Registered• •• Architect•or•a Licensed Fldrida Professional Engineer :••:•: • • • Evaluation Report- Hardcopy Received o :**Goo • • • • Go oeo Florida Engineer or Architect Name who developed Lucas Turner ••• the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE _` Validation Checklist- Hardcopy Received Certificate of Independence FL14850 R1 COI EvalRep CWS-641A (SD-8750 IMPACT).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A-440 2005 ASTM E 1300 2004 ASTM E 1886 2005 ASTM E 1996 2002 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 SummAN pt Products FL# Model,Number or Name Description 14850.1 �SD_8750, Impact. —It SD-8750 French Door w/SD-8710 Sidelights, Impac. I Limits of Use - Installation Instructions Approved for use in HVHZ:Yes FL14850 R1 II CWS-641A (SD-8750, IMPACT).pdf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile French Door w/Sidelights, Max. French FL14850 R1 AE DuPont PVB NOA 11-0624 01 pdf 1 Door 6'x 8', Max. Single Door 3'x 8', Max. Sidelight 3'x 8', FL14850 R1 AE DuPont SGP NOA 11-0624 02.0f DP +/-70 psf. FL14850 R1 AE EvalReD CWS-641A (SD-8750, IMPACT).pdf FL14850 R1 AE Mikron NOA 11-0830 09.0f i Created by Independent Third Party: Yes y M CM Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility StaternSAI-Metund Statement 0000000 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response b a pabli!-records request,do not send eleronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please cERtact E50.487.�3tJ5.*A uant to Sectiop 455'275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide tlWj)gQp"ent with WWma address4jf tbW6ueve 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 sup ly a personal address,please provide the Department with an email address which can be made available to the public.To deternRiile i"@ are a licensedfunder Chapgej 45.5•P.S., please click here. 0000 •• • • • Product Approval Accepts: • • • • • 0000 • •• 00000 wqq ® •••0 0• 0• • •••••• • • • • • •• •• 00 • 0000•0 xcuritc.,.,!, , •••••• • • rpt+� • • • • • • • • 0000•• 0000•• • • • • • • • • 0000•• • • Lucas A. Turner, P.E., MBA Evaluation Report 641A 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 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 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-641A, signed and sealed by Lucas A. Turner,P.E. on 12/7/2011. 2) Test Reports NCTL-210-3761-1,-IA, -113, 4C, -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 3) Supplemental Calculations to support CWS-641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011 Installation: Units must be installed according to approval document CWS-641A. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes, and 36 3/16"x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-641A • . . .... ...... • Achieves design pressures of+/-70 p.s.f. • • Is Large Missile Impact Resistant and does not require the use of shutters;•• •• •••••• • May be used in the High Velocity Hurricane Zone """ :•••• • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP)Intei14*5Cr Mi$rrtis.' .....• Dade N.O.A. #11-0624.02 ...... .. . • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. #11-0624.0100 •• " ' """ • Requires Millon rigid PVC frame extrusions per Miami-Dade N.O.A.;71.P*30.02 •• *see:* • Anchors indicated in CWS-641A shall be pan or hex head type and shall have a heLT • • washer(integrated or separate)diameter of 0.420"min. • : • 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. ♦s��*i�AiDR E W v� No 58201 :7� 12/7/11 Lucas A. Turner,P.E. :-; STATE OF :'4v: FL PE#58201 O .`4✓.� u cis A Tu r+a. a.[, 2011-12-07 17:53-DS:Ot] i�ct` a R 1 .• ` �� P"4i��0 N A11 0' ��` . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PVC IMPACT REQUIREMENT: 40" MAX SINGLE 79" MAX FRENCH DOOR WIDTH �" !! DOOR WIDTH 37 5/8" 37 5/8" •• •• 1..TAF,P.O*DWCT SHjVN HtREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 26 5/8" PANEL WIDTH PANEL WIDTH • •• •FLORIDA BYILDING CODE,OURRENT EDITION. GLASS DLO GLASS DLO •• ••• 2•�I�ZING•dETAIL:(�S:F•SFt5) 3.APPROVED CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING W/SIDELITE(S), A C FRENCH DOOR(S),FRENCH DOOR(S)W/SIDELITE(S),SIDELITE NON ATTACHED 81/2" •• • • •• •• • • •4•L��t�N� • 97" MAX 97" MAX • ••• AJPiO%8":• •• • UNIT 20" r 1� UNIT • • •A.90UBLB?BOREdVV/(2)INTERIOR FLUSH BOLTS(HANDLE SET @36") HEIGHT _ HEIGHT ••• 0 B•IIIORTISt LQCP/12)Ijli,MRIOR FLUSH BOLTS(HANDLE SET @ 34") CALTIP IN (4 ( E SET @34"). 'ABOVE 6'8": A.MULTIPOINT(5PT)(HANDLE SET @ 34"). �/ �/ 95 3/16" 5.DESIGN PRESSURES: 95 3/16" X X X PANEL -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM PANEL B B D D HEIGHT E-1300 HEIGHT FLUSH -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST BOLT PRESSURE,AND GLASS TABLES ASTM E-1300. ON INACTIVE PANEL 6.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 84 3/16" SEE jNOTE 84 3/16 PRODUCT.SEE SHEETS 11-14 FOR INSTALLATION DETAIL,WIND LOAD DURATION FACTOR GLASS NOTE GLASS DLJ Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 81/2 I 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. A 7 C 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER,VENTS ARE PROCESSED AND SINGLE DOOR FRENCH DOOR TIERODDED TOGETHER. NOTE:HINGE SPACINGS ARE 8 1/2"FROM ENDS 36 3/16" MAX UNIT WIDTH 9.REFERENCE TEST REPORTS:NCTL-210-3761-1,1A,1B,1C,2,2A AND A MAX OF 20"ON CENTER FOR 81"TO 97" 33 5/8" SIDELITE WIDTH 10.lx or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY UNIT HEIGHT. 22 5/B" GLASS DLO TRANSFER ALL LOADS TO STRUCTURE,BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11.SERIES/MODEL DESIGNATION:SD-8700,FD-8750,SLT-8710 12.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 97" MAX - 13.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER. UNIT HEIGHT 14.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 94 5/8" F F 15.MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. O SIDELITE 16.THE DESIGNATION'X'AND'O'STAND FOR THE FOLLOWING:X=OPERABLE DOOR, HEIGHT 0=FIXED PANEL. DESIGN PRESSURE RATING ±70 83 518" A UPDATED PER 2010 FBC 11/14/2011 GLASS LUCAS A.TURNER,FL.P.E.58201 DLO f V40RE W'T'i��i G E N ✓✓ �. (..LCQlOAIr►----. TABLE OF CONTENTS E SIDELITE No 58201 1900 SW 44TH AVE. GENERAL NOTES&ELEVATIONS.....1-3 OCALA,FLORIDA 34474 ANCHOR DETAIL&NOTES.................4 �� S :tr TITLE GENERAL NOTES&ELEVATIONS-IMPACT GLAZING DETAIL..................................5 :9 STATE OF .'4u: SECTION VIEWS..................................6-8 -0. (v SERIES, DRAWN BY ATE: BOM......................................................9 PROPRIETARY AND CONFIDENTIAL 12./07/11 ,-j�F•'�4 0 R MODEL.8700-8750 cALE: ADE wc.No 12/5!2011 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF INSTALLATION DETAILS...................101-14 WRITTEN PERMISSION,IC.ANY UT OM WINDOW SIN PART OR AS S WHOLPROHIBITED.WITHOUTTHE ��iss'p p;1 �� PVC SWING DOOR EV LETTER' A HEET' CWS-641 1 OF 14 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 151 3/8" MAX UNIT WIDTH -----115 3/16" MAX UNIT WIDTH • ••• • • • ••• 36 3/16" MAX 79" MAX • •3@13116"WAX • • 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH SPEOTE WIDTH • FE N C H DOOR WIDTH • • ••• • ••• • 33 5/8" 37 5/8" MAX 33 5/8" 37 5/8" PANEL WIDTH PANEL WIDTHI PANEL WI41H DOOR WIDTH 97" MAX % / \ •• •MAX 97" MAX UNIT •• • i • • D UNIT HEIGHT 12 HEIGHT 94 5/8" O X X O 95 3116" 94 5/8" O 95 3/16" SIDELITE PANEL SIDELITE X X PANEL HEIGHT LFLUSH HEIGHT HEIGHT FLUSH HEIGHT 83 5/8" 83 5/8" ON BOLT S843/ IDELITE IVE DOOR PAN L SIDELITE NACTIV DOOR PANE GLASS SEE GLASS DL GLASS SEE PANEL DLO / /NOTE 4, \ DLO NOTE 4 GLASS DLO '/, /SHT 1 j 1111'r 7 22 5/8" -moi 265/8" 22 5/8" C GLASS DLO GLASS DLO G GLASS DLO 12 FRENCH DOOR W/SIDELITES 1a SIDELITE W/FRENCH DOOR 76 3/16" MAX UNIT WIDTH SILL 36 3/16" MAX 40" MAX SIDELITE WIDTH SINGLE DOOR WIDTH 33 5/8" 37 5/8" HEAD PANEL WIDTH DOOR WIDTH 97" MAX F UNB T 13 B HEIGHT DESIGN PRESSURE RATING ±70 94 5/8" X 95 3/16" SIDELITE PANEL HEIGHT HEIGHT LUCAS A.TURNER,FL.P.E.58201OUPDAITED PER 2010 FBC 11/14/2011 835/8" -i*SIDELITE 84 3/16" ,,��r�ihGLASS EE DOOR PANEL LL FRAMES ARENDREIA ��DLo GTE cLAss DLo ECHANICALLY FASTENED • ^ '• P SF'�ti�No 58201 :A: 44TH AVE. OCALA,FLORIDA 34474 ETITLE: ELEVATIONS 8'0"W/FLUSH BOLTS-IMPACT 9; STATE OF :41 13 11 w 7/11 .0% (V SERIES DRAWN BY ]HEET ATE.GLASS DLO GLASS DLO THE INFORMATION CONTAINEL L 26 5/8" D N�THIS DRAWING IIETARY AND S THE SOLE PROPERT OFIDENTIAL OCUSTOM '� S�....R 1 G � MODEL PVC S 7 I CALE. ADEWC,NO12WS-61 WINDDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS WHOBI ITHOUT THE �s, , � ` PVC SWING DOOR Ev.LETTER' A : CWS-641 SIDELITE W/SINGLE DOOR2 OF 14 • s •••• ••• ••• • • • •• •• •• •• • • • • • • • • • • • • • • • • • s 40" MAX - 79" MAX FRENCH DOOR WIDTH 36 3/16" MAX SINGLE DOOR WIDTH • 000 • • • • • 37 5/8" 37 5/8" • • s • � • • • SINGLE DOOR WIDTH PANEL WIDTH PANEL WIDTH • • •• • • •33"0 • • • a • • IDELITELDT • • • • • • • • • 26 5/8" 26 5/8" 26 5/8" • • ••• • 2258• GLASS DLA GLASS DLO GLASS DL LASS DL 8 1/2" MA MAX •• • • a •• t • 81" • • • • • MAX UNIT FLUS 21 5/16" FLUSH • • • • •• HEIGHT BOLT • 1� 8" UNIT 79 3/16" BOLT • ilD Lit • :• : 4 HEIGHT 79 3/16" DOOR 81 • WEIGHT • s 000 • DOOR X PANEL X X MAX a U PANEL HEIGHTUNIT 3/16" HEIGHT HEIGHT DOOR PANEL GLASS DLO 67 5/8" 68 3/16" SEE SEE SIDELITE DOOR PANE NOTE 4, NOTE 4, GLASS GLASS DLO t SHT 1 J ` SHT 1 DLO 8 1/2" I SINGLE DOOR FRENCH DOOR SIDELITE NOTE:HINGE SPACINGS ARE 8 1/2"FROM ENDS 112 3/8" MAX UNIT WIDTH AND A MAX OF 21 5/16"ON CENTER FOR UPTO 36 3/16" MAX 40" MAX 81"UNIT HEIGHT. SIDELITE WIDTH 33 5/8" 375/8'. SINGLE DOOR WIDTH PANEL WIDTH PANEL WIDTH 151 3/8" MAX UNIT WIDTH 81„ MAX 79I" MAX FRENCH DOOR WIDTH UNIT r—FUSH36 3/16" MAX HEGHT OLT SIDELITE WIDTH 37 5/8" 79 3USi 78 5/8" DOOR —IPA 33 5/8'NEL WIDTH ANEL WIDTH SIDELITE O X PANEL HEIGHT HEIGHT 81" % \ 67 5/8" 683/16" MAX SIDELITE JNOTE4 DOOR PANEL UNIT FLUSH GLASS GLASS DLO HEIGHT BOLT 79 3/16" DL % (78 5/8" DOORSIDELIT PANEL HEIGHT O X X O HEIGHT 22 5/8" 6 5/8" 68 3/16" GLASS DLO GLASS DLO SIDELITE DOOR PANE SIDELITE-DOOR-SIDELITE LISEE GLASS DLO GLASS NOTE 4, LUCAS A.TURNER,FL.P.E.58201 A UPDATED PER 2010 FBC 11/14/2011 / DLO / ( SHT 1 i L % �,uul,pq`' I I 40c)PNOREW T� 22 5/8" 26 5/8" �• P �G E N g'•.,Q .� GLASS DLO GLASS DLO JV:' F .•yc��'� FRENCH DOOR W/SIDELITES sir N� 58201 :'P; 1900 SW 44TH AVE. ?*: * ;* OCALA,FLORIDA 34474 ya C TI ELEVATIONS 6'8"W/FLUSH BOLTS-IMPACT '9; STATE OF .tut %O*. �� SERIES DRAWN BY DATE: DESIGN PRESSURE RATING PROPRIETARYTHE INFORMATION CONTAINE IN THIS ANOCOfFIDENTWL 12/07/11 %+a•.�� oP,r�� 87008750 ADE 12/5/2011 y WRITTEN PERMISSION,IC.ANY CUSTOM WINDOWOSYSTEMS,IN PART CS.IS PROD BI ED.HOUT THE ING IS THE SOLE PROPERTY OF CUSTOM +++�is`s�O R''QNG��,, MODE_PVC SWING DOOR EVSCALEETTER: A EE NO CWS-641 170 +q ONA11a`P 3 OF 14 . . ... . . . ... .. .. . . . .. .. . MIDSPAN 4" EXTRA ANCHORS 4" 4„ 4" J-4" • •• • • • ••• 2" SEE NOTE#2 REQUIRED IN WOOD •2" Q" • • • •• • 6" MAX 4"�I 4,. 2„ INSTALLATIONS. • • • • • • • •• 6 MAX " •4" q0 4 • a • • 2„ ••• •• a•• • • 2.0• 966 •• 6" MAX MIDSPAN 6" MAX r 4" 6' MAX 81/2" 6" MAX MIDSPAN 17" MAX 213/16' O.C.(TYP) tl • • ANCHOR i HR 7 TU 17" MAX • • • • • • • MAX O.C. HINGE O.0 (� •• • • • • • • •• 7 T 21 5/16" MAX. SEE NOTE#2 j SIDELITE DOOR SIDELITE p NOTES: SIDELITE DOOR DOOR SIDELITE 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.1/4"DIA.ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 1/2"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK, A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN ANY DIRECTION 6.#10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION. 3/16"DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY. A MINIMUM EDGE DISTANCE OF 11/8"SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 2 13/16"SHALL BE ACHIEVED. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL.P.E.58201 A UPDATED PER 2010 FBC 11/14/2011 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW, J%'�p1DREW f A.WOODANCHOR CAPACITIES FOR HEREIN ARE BASED ON 9 INSTALLATION MINIUM S ECIF C GRAVITY OF G 0.5(SOUTHERN PINE OR GREATER) B. MATERIAL WITH THE FOLLOWING PROPERTIES: �Q9 P,C E N3'TGp�fii Ii i B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. ��JV; F •�fn y "'^'° C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). v N. 58201 1900 SW 44TH AVE. * * OCALA,FLORIDA 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE * JTLE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE Ct- ANCHOR SCHEDULE&NOTES-NON IMPACT WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: s 9Q; STATE OF ;krtu ERIES� DRAWN BY: �HEET: E FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), PROPRIETARY AND CONFIDENTIAL 12/07/11 %T .�� pP•:��.� 8700 8750 ADE 12/5/2011 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). WINDOW SYSTEMS, PERMISSION C.ANY CUSTOMPR WINDOW REPRODUCTION SIN PART OR AS S WHOLE HO PROHIBITED.WITHOUT ,I�0"-.......... 0 A ,, ODEL PVC SWING DOOR EV30ALLErrER A F WGo CWS-641 4 OF 14 000 • • *8 - REQUIRED GLASS TYPE • iii . . . • WIDTH • . •. 1" OVERALL 1" OVERALL • • • • • • TYPEA TY PEA TY3/16" TEMPERED 3116" TEMPERED TYPEB TYPEB TYPEB 5/16"AIRSPACE 3/8"AIRSPACE 1/2" LAMI 7/16" LAMI •. • • • •• •.• •• 3/16"ANNEALED GLASS • ••• • • • • •• • 3/16" ANNEALED GLASS • .105 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOpVSTINTERI!WER• • •• .• 3/16"ANNEALED GLASS 3/16"ANNEALED GLASS 11 SIKH-SIKAFLEX 552 or 11 SIKA-SIKAFLEX 552 or HENKEL-PURFECT GLAZE"H" HENKEL-PURFECT GLAZE"H" I 3/4" GLASS BITE 3/4" GLASS BITE 73 73 10 10 1 7 71 2 LUCAS A.TURNER,FL.P.E.5820118700-8750 TED PER 2010 FBC 11/14/2011 �p100 RE W♦TL♦♦♦i �.Ji:• No 58201 •.�� 44TH AVE. * * t t LORIDA 34474 FULL SIZE FULL SIZE _ro: = aLAZING-IMPACT GLASS TYPE A GLASS TYPE B o STATE of :�uiu� DRAWN BY DATE. PROPRIETARY AND CONFIDENTIAL 12/07/11 % rt+•.� P:�.: ADE 12/5/2011 THE WINDOW INFORMATION ATION CONTAINED IN HIS DRAWING PARTTHE SOLE PROPERTY WITHOUT UTSTHOE ♦♦�Iss/ O R' �� ,, MODEL PVC SWING DOOR SCALE: 1.1 WG.NO.'.CWS-641 AS WHOLE ♦ C L WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. ♦*////NA.41% � EV.LETTER: A HEFT: 5 OF 14 . . ... . . . . ... 64 35 7 ,,, • • • ••• 68 74 • • •• • 7 68 45 46 • • • • • • • • 35 • • •,• ••• '•' ••• • 1 61 • • ••• • • • • •• • 63 38 • • • • • •• • • 18 1 •+ • • • IN-;R;R••• •• 9 71 19 ❑ -- -- 35 �' 19 5 54 -- 9 41 � 44 58 20 73 4 6 56 2324 67 SECTION VIEW B-B u u u 38 60 INTERIOR ALTERNATE 1 ALTERNATE 2 u uI u uI 73 71 IJIMORT ISE LOCK w/FLUSH BOLT ri MULTIPOINT LOCK 4 5 59 9 LUCAS A.TURNER,FL.P.E.5820, A UPDATED PER 2010 FBC 11/14/2011 p 58 ITEMS NOT SHOWN FOR CLARITY: �� 9 69 10-12,13,15-17,22,43,48,54,57,58 ,�GP: G E N g .,QZ.� 55 s ITEMS NOT USED IN VERSION SHOWN: v.' N. 58201 :�-P 1900 SW 44TH AVE. 2,3,8,9,15,16,25-28,30-34,36-40,43,52,53,60,62,65,66,72,76 :t; * * OCALA,FLORIDA 34474 0 51 y ^-p; (tomtrLe i' ; SECTION VIEW-SINGLE DOOR �905� STATE OF •J4u ERIE&. DRAWN BY: ATE A, . 8700-8750 ADE 12/5/2011 12/07/11 • T �: PROPRIETARY AND CONFIDENTIAL �j ( Q 'C 14 5s35 SECTION VIEW A-A WINDDOWSYSRITTEN TEMS, INC. ANY REPRODUCTION OF TOM WINDOW SYSTEMS,PART OR AS AWHOLE EIITTHOUTTHE THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��4SS'�fVA ENG.`S nnooEL PVC SWING DOOR EvLLETTERNTS EET o CWS-641 6 OF 14 . ... • . . ... • . • .• •. . • • INTE IOR • • ••• ••• 21 •• • 0 00 64 35 • • •• •35 • . • • • 68 • • • • :• 4• • 000 • • 7 • • 7 1914 14 19 33 61 •• • • 65 •• :•• ..• 34 61 0 0 • • ••• • 18 0 s 4 • • • • • •• 71 4 • • 63 35 435 19 i 1 9 5 64 4 12 3 44 4 73 324 32 23 4 30 0 2 6 31 66 13 35 INTERIOR SECTION VIEW D-D 73 71 4 5 59 29 70 ITEMS NOT SHOWN FOR CLARITY: 56 10-12,13,15-17,22,26-28,36-39,43,54,57 69 ITEMS NOT USED IN VERSION SHOWN: 55 6 8,9,15,16,25,40,42,45,46,48,52,53,58,60,74,76 5051 LUCAS A.TURNER,FL.P.E.58201 A FUPDATED PER 2010 FBC 11/14/2011 56 ,`� `"01191111901"", PC10 RE W ATG No 58201 �'P 1 1900 SW 44TH AVE. * * OCALA,FLORIDA 34474 SECTION VIEW C-C ZZ : n; * ?a� TITLE: 9 STATE OF SECTION VIEW-FRENCH DOOR SERIES: PRAWN BY ATE: 12107/11 :��'•.� p ,Z�� 8700-8750ADE 12/5/2011 THE INFORMATION CONTAINEPROP�THT ORAWARY OINGOIHE SOLE PROPERTY OF CUSTOM 'I�s'C•O.R,�'•G\� MODEL CALF: WG.NO.: WWINDOW SYSTEMS,INC.ANY REPRODUCTION IN RITTEN PERMISSION OFCUSTOM WINDOW 5 SYSTEMS ORA IS WHOLE WITHOUTTHE ��hisiONA; , PVC SWING DOOR Ev,LETTER N A HEE7: CWS-641 7 OF 14 .. .. . . . .. .. . • . . . • . • 6 53 •• • • • •• ••• •• 53 • • • • • • • • 9 � � � I T I �• � • 4 40 5 19 5 4 =_ 62 40 4 �73 4 SECTION VIEW F-F 8 SEALANT APPLIED TO 15 ADJOINING FACES 72 BYINSTALLER 73 u u u it II II 62 #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. INTERIOR 6"FROM TOP AND BOTTOM 17"MAX ON CENTER. TIC n uu 4 SEALANT APPLIED TO ADJOINING FACES 52 BYINSTALLER #10-24 x 1-3/4"TYPE F THRU HINGEINTO SIDELITE AT EACH HINGE. 5 (SEE PAGE 1,3 FOR HINGE SPACING) 9 LUCAS A.TURNER,FL.P.E.58201OAUPDATED PER 2010 FBC 11/14/2011 �� '%J111111001" NO RE W�T ITEMS NOT SHOWN FOR CLARITY: �� 9,•••""'••• G �i � 9 10,11,16,22,28,43,57 `��Jri -,'-CENS'- . ,' Li ITEMS NOT USED IN VERSION SHOWN: 7 No 58201 '• 44TH AVE. ? : ,FLORIDA 34474 1-3,6,7,8-15,17,18,20,21,23,24,26,27,30-39,41,44-46,48-52,54-56, * ITLE 58-61,63-71,74,-76 'ro' ¢� SECTIONVIEW-SIDELITE '13STATE OF W: .• •1(�� SERIES: DRAWN BY DATE PROPRIETARY AND CONFIDENTWL 12/07/11 0 T•,F p 8700-8750 ADE 12/5/2011 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��0' ... •O. ..a••G\��, MODEL CALE'. WG.NO SECTION VIEW E-E WINDOWTEN SYSTEMS, YS EMSI,IN.ANY EPRODUDOIONINPART OR .IS WHOLE IWITHOUT THE I01NONA1 �,p�� PVC SWING DOOR REV LETTER N A HEET CWS-641 8 OF 14 . . ... . . . ... . ... 0 goo ITEM P/N DESCRIPTION MAT'L VENDOR ITBI PIN DESCRIPTION MAT'L VENDOR 1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 41 ?491i UI f OL .. • --W--LUN— MSM 2 K1857 ASTRAGAL,INACTIVE FD,PVC ALUM KEYMARK 42 P;49= SCREW,010 Al-1AI"H H T6<@ SIDES TE ATTACH FASTENAL 3 H-1858 ASTRAGAL,A E,FD,P/C ALUM KEYMA K 43 P0 933 NUT,3/ 16FLANGEi)V T®LIP,SS,@ PANEL Mc MA TER 4 H-1860 REINFORCEMENT,VERT. ALUM KEYMARK 44 PL49340 SGRElFrffl 2-2-4 X 1/2",PH FLAT,MS,@ HINGE FASTENAL 5 K1861 REINFORCEMENT,HORIZ. ALUM KEYMARK 45 P-4936 DOORKNOB,ACTIVE PANEL DELANY 6 K1878 MAIN FRAME,SILL ALUM KEYMARK 46 PL4937 DEADBOLTI ACTH P NEL..* DELANY 7 K1880 MAINFRAME,JAMB ALUM KEYMARK 47 R ,#•10 A 24 REE.PFUACH. FASTENAL 8 K1881 MAINFRAME SIDELITE@ DOOR ALUM KEYMARK 48 PL499Z LI&AWWOLTo • PADDOCK 9 K1900 MAINFRAME,SIDELIT7 JAMB,HEAD,SILL ALUM KEYMARK 49 PL51247 RB/T, 2 2, Fi\N,. ,ANCHOR FASTENAL 10 83039 SETTTING BLOCK,1/8 X 1 X 2 FRANKLOWE 50 P-5130 GASKET,DOOR SILL,FRONT FOAM HO PRODUCTS 11 TRUSEAL IKAFLEX 552 or HENKE-PURFECT GLAZE"H" 51 P-5131 SK DOORSILL,BACK FOAM HO DUCTS 12 83503 SCREW#8 X 1/2" TRUSS SS @ A TRA L P FASTENAL 52 P-5134 SCREW,#10 X-1-3/4"FLAT SQUARE TYPE F @ HINGE FASTENAL 13 PL3511 SCREW#8 x 5/8"SQ.PAN TEK @ TIEROD B FAS L 53 P-5151 CASK ,SMITE FOAM HO PRODUCTS 14 P-3587 SCREW#8 X 1",PH FLAT TEK @ ASTRAGAL,NSERT,I FAS L 54 85157 #1 24 x 1/2",FI Undercut PH,18-8 KEEPER FASTENAL 15 P-3767 SCREW,#10 X 1"HEX HEAD,TER @ S�rTE FASTENAL 55 P-5158 BOTTOM SEAL RUBBER TEAM 16 4146 SCREW#8 X 3/4 PHIL,FLAT SS TEK @ SIDELITE SHIM FASTENAL 56 85172 TP,.370 X.187,TRI FIV,BLACK ULTRAFAB 17 R4 78 FUZZY PAD,.200"x 1.250"W/ADHESIVE ULTRAFAB 57 85174 #8 X 3/4"HEX WASHER HEAD,@ FRAME FASTBNAL 18 P-4522 #10 x 1 1/4",PH FLAT,SMS-HINGE @ PANEL FAS 58 85186 REW#8-32 x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL 19 P-4774 WSTP,BULB/LEAFS,PANEL AM BURY 59 5-1783 THRESHOLD,HIGH RISE ALUM KEYM4RK 20 84790 FLUSH BOLT,TOP/BTM S LLIVAN 60 1784 INSB:ZT,REINFORCEIVENT ALUM KEY RK 1 P-4794 SCREW#8 x 5/8' SQ.FLATTEK @ NSERTATTACH FASTENAL 61 —S--18-06- ER,JAMB,ANCHOR ALUM KEYMARK 2 P-4802 ALL THREADED ROD(TIE ROD) McMASTER 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM MA 23 FL4807 HINGE GUIDE HOPPE 63 S-1817 DRIPCAP ALUM KEYMARK 24 P7808/4909 HINGE_ SET,LEFT or RIGHT HOPPE 64 1840 COVER,HEAD,ANCHOR ALUM KEYMARK 25 PL4814 WSTP,.50X.750 FOLDED BULB SEAL,@ SIDELITE AMESBURY 65 1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK 26 PL4863 LOCK STRIKERATE PADDOCK 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARK 27 FL4864 RHINO STRIKE PLATE PADDOCK 67 9-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK 28 PL4866 GUIDE,TIE ROD NYLON M&M 68 1865 WERT,BACK,BTM ATTACH ILL ALUM KEYMARK 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN 69 -1915 BA SWEEP ALUM KEYMARK 30 PL4885 SHOOT BOLT,TOP PADDOCK 70 S-1916 DRIP COV ER,SWEEP ALUM KEYMARK 31 P-4886 SHOOT BOLT,BOTTOM PADDOCK 71 S-6083 PANEL,TOP/BTM RAI-,SIDES-DOOR PVC MIKRON 32 P-4851 LOCKBAR,INACTIVE 8 FT PADDOCK 72 S-6083 PANEL,TOP/BTM RAIL,SIDES IDELITE PVC MIKRON 2 PL4884 LOCKBAR,MULTI-POINT,5PT,8 FT PA 73 S-6084 GLAZING BEAD 0") PVC MIKRON 32 PL4901 LOCKBAR,MULTIPOINT,4PT,6'8 FT PADDOCK 74 K1888 REINFORCevlENT,VERT.,SINGLE DOOR ALUM KEYMARK 32 FL4902 LOCKBAR,INACTIVE,6'8 FT PADDOCK 75 GLASS SEE PAGE 5 33 PL4903 HANDLE SET,ACTIVE PADDOCK 76 H-1862 RE3NFORCEIVIENT,VERT. ALUM KEYMARK 34 PL4905 HANDI E ET,INACTIVE PADDOCK 77 84887 MORTISE LOCK A K 5 84913 TP,.50X.50 FOLDED BULB SEAL, DOOR SCHELGEL 36 P-4917 CAP,ASTRAGAL,OUTSIDE NYLON M&M LUCAS A.TURNER,FL.P.E.58201 A UPDATED PER 2010 FBC 11/14/2011 NACTIVE 38 PL4922 COVER, BOLT,LI BOLT L NYL N DREW 39 39 84925 I-6VP-,-A-9TRAGAL,INSIDE NYLON M CENS�GQti�,� 40 PL4926 ISHIM,SIDELITE DOOR SHIPPING BLOCK NYLON M&M Z-,t No 56201 :fid$ 1900 SW 44TH AVE. ?*2 * OCALA,FLORIDA 34474 TITLE: o ;a BOM-IMPACT %9; STATE OF :w2 SERIES, DRAWN BY DATE: PROPRIETARY AND CONFIDENTIAL 12/07/11 'SOT'•A' r .�� 8700-8750 - ADE 12/5/2011 ALTERNATE APPROVED LOCKSETS. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��i�S•* R 9'•© %v MODEL CALF. WG,NO: AMEX GRADE 2 LOCKSET AND DEADBOLT. W NDDTOW SYST PERMISSION N INC. ANY REM DUCTIO SIN PART OR AS S WHOLE (WITHOUT THE ��h�s�O........ A�EN�``� PVC SWING DOOR EV LETTER NTA HEET: CWS-641 9OF14 . . . ... . . . ... 0 goo 4 9/16" 1.750 -{ 2 3/4"'"--- •• • -�•-•{• •• • • • • • •� L 5 " 63 1 7116" 0 • • •• �� •• • •3/1„ T- 1/16" • • DRIP CAP-1817 on� SIDELITE COVER-1816 DOOR HEAD-1833 71 4 5/16" •• 1 • • • • •• ••• • 5.500 72 • • • • • • • • • • •• • :0: •• • • 2 :• i1 15/16" 608 4 9116" • • • • • • 1/16" fi0 380 062 3/4" 1 3/4" FILLER-1784 REINFORCEMENT-1857 BASE SWEE -1915 1 1/16" 11I/8" 65 2 5/8" -1 DOOR SILL-1878 6 PVC DOOR PANEL-6083 1/8" 1- 7 6 INSERT,IN ACTIVE PNL-184 1 9/16"-{ 1.4709/16" 1/16" 11/16 13'16" 11 O i 1/16" INSERT,BACK-1865 4 9116" 5 4 5/16" 078 INSERT,FRONT-1864 .616 1/16" 2.938 -4) 1.077 73 19/16" l_ PVC GLAZING BEAD-6084 5/8" 1/16" 7 DOOR JAMB-1880 REINFORCEMENT-1861 REINFORCEMENT-1858 1 1/2"'{ 64 9/16" 1.470 76 HEAD COVER-1:i 840 4 9116" �` 2.437 .078 4 59 1--- 070 .180 1/16" 70 3/4" 21/2., 1/16" 2.938 1/16, 111 THRESHOLD-1783 13/16" L- REINFORCEMENT-1862 DRIP COVER-1916 SIDELITE-1881 � 3 g REINFORCEMENT-1860 4 9/16" LUCAS A.TURNER,FL.P.E.58201 A UPDATED PER 2010 FBC 11/14/2011 078 61 .080 2„ f. .0 2.261 SF•.��:� 2 1/16" 66 v t No 58201 :�-P: 1900 SW 44TH AVE. ASTRAGAL COVER-1859 t: t= OCALA,FLORIDA 34474 050 * TITLE FRAME COVER-1806 z' 'b' C EXTRUSIONS-IMPACT '9 STATE SERIES RAWN BY: DATE'. SIDELITE-1900 12/07/11 •.F p. �� 8700-8750 ADE 12/5/2011 9 PROPRIETARY AND CONFIDENTIAL �� ( �Q•; THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM NOTE:ALL EXTRUSIONS ARE 6061-T6 ALUMINUM WINDOW PERMISSION INC.ANY OF CUT PR WINDOW SIN PART ORAS WHOLE WITHOUT THE ��4�S/ONA EC,GO�, MODEL PVC SWING DOOR R111.EETTER, A H ET O CWS-641 10 OF 14 , . ... . . . . ... INSTALLATION ANCHOR, SEALANT BETWEEN BUCK 1/4"MASONRY ANCHOR[C] AND OPENING BY OTHERS , , • ••• CONCRETE/MASONRY ,.• i•• • • • • •• :, 2 1/2" MIN v BY OTHERS • • •• • • • • • EDGE DIST.[C] o o `' 'P�'o v''v o. • • • • • o a Pa P�V D o C o� V�' Pv a'. .P • • • • ••• , • • • o. po .D G � , ••• • ee .D oD,D oD o. o• a.o �P EXTERIOR FINISH BY OTHERS 1_114" MIN. 1 BY EMBEDMENT(C] •• • • • •• ••• ,• BY WOOD K [A] • • • • • • • • ••• • • • • •• • • • • • • •• IV MAX SKIM[B] PERIMETER SEALANT 1/4" MAX.SHIM[B] • • • • • •• •• BYINSTALLER 1 1!4" MIN.❑ •• • • • EMBEDMENT[C] 1 BY WOOD BUCK BY OTHERS. Q I[Y�I FRAME MEMBERS MUST BE FULLY CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT SUPPORTED.[A] AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL �a BYINSTALLER. INSTALLATION ANCHOR, Q e CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT e' 1/4"MASONRY ANCHOR.[C] AROUND PERIMETER AT ALL INDICATED .�•� POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 3/16"FLAT MASONRY ANCHOR -- THROUGHHINGE.[E] 21/2" MIN n un EDGE DIST.[C] o•a Q:a'e Rp INTERIOR SEALANT BETWEEN PERIMETER SEALANT BUCK AND OPENING n n BYINSTALLER BY OTHERS u n'u I' EXTERIOR FINISH 11/4" MIN. BY OTHERS EMBEDMENT[C] /��HORIZONTAL SECTION INSTALLATION ANCHOR, 1 FRAME(MASONRY) REFERENCE NOTES: 1/4"DIA.MASONRY ANCHOR.[C] [AI SEE NOTE 10,SHT 1 [B]SEE NOTE 20,SHT 4 [C]SEE NOTE 4,SHT 4 CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT [DI SEE NOTE 5,SHT 4 AROUND PERIMETER AT ALL INDICATED [Ej SEE NOTE 6,SHT 4 POINTS BETWEEN FRAME AND SILL BYINSTALLER. LUCAS A.TURNER,FL.P.E.58201 A FuPDATED PER 2010 FBC 11/14/2011 CONCRETE/BYINSTALLERPE ETER SEALANT BY OTHERSMASONRY ,,\\`\y%,PN�E��"1111111611,TG�i�i� o. q•q• .•p c. c ��JVP;•�,� SF•''pZ�.�' ,,td (O/1�. o •pQ D QD a, o, p c c p v. No 58201 P: 1900 SW 44TH AVE. Dom' 6 e e e n 5 e 1 1 4L" MIN. Z OCALA,FLORIDA 34474 I O TITLE 21/2 MIN. EMBEDMENT[C] 4� 9 t ;Q� ANCHOR DETAIL(DOOR)IN 1 BY BUCK-IMPACT "9 STATE OF ;tut EDGE DIST.[C] O (V SERIES DRAWN BY DATE PROPPoETARV AND CONFIDENTIAL 12/07/11 ��T••A, P-•'?.` -8700-8750 ADE 12/5/2011 �yFRAMERTIC(MASONRY) WNDDTOWSYSTESS,INOOFCUSEPRODUDL SECTION THE INFORMATION CONTAINED IN THIS OONINPART,OR ASS WHOLE WING IS THE SOLE EIITTHOUTTHE ',RTY OF CUSTOM ��SS/ONA�N%%"', MODEL-PVC SWING DOOR 044811113110tEV LETTERN A H ENo CWS-641 11 OF 14 , • ..• ... ... . ... .. .. . .. . INSTALLATION ANCHOR, E„ MIN. • , ,•• #12 WOOD ANCHOR.[D] EDGE DIST.[D] • •'• ,•, , � •• • off,° • • •.• • • , , • EXTERIOR FINISH �q° 13/8" MIN. •.• •.• ••• • ••• • BY OTHERS + EMBEDMENT,[D] / MIN. °o= EMBEDMENT[D] .. ••• •• 2BYWOOD BUCK • BY OTHERS.[A] 1/4" MAX.SHIM[B] •• • *MAX SHM�[B] PERIMETER SEALANT :•• • • BYINSTALLER ❑ •• • • • • • ••• •• 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY L MIN. SUPPORTED.[A] EDGE DIST.[D] CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL POINTS BETWEEN FRAME AND SILL BYINSTALLER. BYINSTALLER. INSTALLATION ANCHOR, ` #12 WOOD ANCHOR.[D] INSTALLATION ANCHOR, HINGE ATTACHMENT,#10 WOOD SCREW.[E] n upn INTERIOR "bop°ogoe o ]3/$_ MIN. n n n EMBEDMENT[D] II a II PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A]SEE NOTE 10,SHT 1 INSTALLATION ANCHOR, HORIZONTAL [e]SEE NOTE 20,SHT 4 1/4"DIA.MASONRY ANCHOR[C] �1FRAME(WOOD) [D] [C]SEE NOTE 4,SHT 4 [D]SEE NOTE 5,SHT 4 [E]SEE NOTE 6,SHT 4 ISI CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT M AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. LUCAS A.TURNER,FL.P.E.58201 A UPDATED PER 2010 FBC 11/14/2011 rrr�urn PERIMETER SEALANT BY OTHERS MASONRY `,�� 1yCREWrT�i�� BYINSTALLER :Op°.��CENSF��tiy� a�•p�'p'••p o, '•po•�•'p p c• n �.•p J" No 58201 '�-P: 1900 SW 44TH AVE. pc•''p �: p p 'p D3 OCALA,FLORIDA 34474 /4" •p p p 11MIN. ''�; * I EMBEDMENT C 7 D; Q�TITLE ANCHOR DETAIL DOOR IN 2 BY BUCK-IMPACT MIN. [ 1 G (DOOR) 9• STATE OF :lU+' EDGE DIST.[CJ !vQSERIES DRAWN BY DATE'. VROPRIE7ARY AND CONFIDEN7NL 12/07/11 �i�'n'•'�( OP�'��J 8700-8750 - ADE 12/5/2011 VERTICAL,ECTION THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM IFS•°' .R°, G�` MODEL' CALF: WG.NO: FRAME(WOOD) WRITTEN EN PERMISSION OF CUSTOM REPRODUCTION SYSTEMSOR AS WHOLE PROHIBITED.WITHOUT THE ..... � -PVC SWING DOOR REV.LETTER N A HEET: CWS-641 12 OF 14 . . ... . . . ... INSTALLATION ANCHOR, SEALANT BETWEEN BUCK 1/4"MASONRY ANCHOR(C] AND OPENING BY OTHERS • ♦•• + s • •'• 1 1/4" MIN. s • • • a • • •• • 2IZ MIN • • •' • • p EMBEDMENT[C] •• ••• • • • EDGE DIST.[C] o?p o p'-o P po ''o �' 'p • • • • • • • 04 pa. o- Do• o- po- vv- .D ••• • ••• • o'p p o- p v�'o: v`• CONCRETE/MASONRY • • 0 0- o- p o- c• o'o• BY OTHERS EXTERIOR FINISH ;e e> 1 BY WOOD BUCK BY OTHERS BY OTHERS.FRAME MEMBERS MUST BE FULLY SUPPORTED.[A] " ' • ' •• ••• ••• 1 BY WOOD BUCK + • • • • ' • • BY OTHERS.[A] 1:A 1L4" MAX.SHIM[B] •• i•i i i •• i• • PERIMETER SEALANT • • • • • • • 4X MAX•9HIM[B] BYINSTALLER •• • • • • • ••• AA/4" MIN. EMBEDMENT[C] CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT a INSTALLATION ANCHOR, POINTS BETWEEN FRAME AND SILL AROUND PERIMETER AT ALL INDICATED c co 1/4"MASONRY ANCHOR.[C] BY INSTALLER. POINTS BETWEEN FRAME AND SILL BYINSTALLER. c�a a. ==se� 21L2 MIN 71 EDGE DIST.[C] u uu INTERIOR sos on SEALANT BETWEEN BUCK AND OPENING nyn PERIMETER SEALANT BY OTHERS BYINSTALLER EXTERIOR FINISH BY OTHERS V ERTICAL SECTION RA (MASONRY) REFERENCE NOTES: [A]SEE NOTE 10,SHT 1 INSTALLATION ANCHOR, [8]SEE NOTE 2&3,SHT 4 1/4"DIA.MASONRY ANCHOR(C) ICI[D)SEE NOTE 4,SHT 4 [D]SEE NOTE 5,SHT 4 [E]SEE NOTE 6,SHT 4 CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. LUCAS A.TURNER,FL,P.E.58201 A UPDATED PER 2010 FBC 11!14/2011 EW BYINSTALLERRR SEALANT CONCRETEIBY OTHERS MASONRY 'S,P of �.VP.•�� SF.Q2 y o• �1/2" No 58201 :� 1900 SW 44TH AVE. 1 1/4„ MIN. :* * OCALA,FLORIDA 34474 EMBEDMENT[C] : p: �� ITLE MIN. �Z° ANCHOR DETAIL(SIDELITE)IN 1 BY BUCK-IMPACT EDGT.[C] STATE OF Rpm SERIES, DRAWN BY DATE. PROPRIETARY AND CONFIDENTIAL 12/07/11 �O�n°•°� P�� 8700.8750 ADE 12/5/2011 'E VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��i�s (O R O C7\��, MODEL, SCALE. WG.NO \]/FRAME(MASONRY) WRITTEN YSTES,IN.ANYRPRWINDOWSINPARTOR SSWHOLI WITHOUT THE ' S+ONA,�N�J� PVC SWING DOOR Ev.LETTERNA HEET: CWS-641 OF CUSTOM 13 OF 14 • • ••• • • • • ••• INSTALLATION ANCHOR, rMIN.[D] #12 WOOD ANCHOR[D] EDGE DIST. • ••• • • a ••• • • • • •• • g° • • •• • •• ••• • : • •°�°DQ° *00 • • ••• • ••• • EXTERIOR FINISH 0 1 3/8„ MIN. • BY OTHERS ,o= EMBEDMENT[D] • •• s • • • ••• • X14" MAX.SHIM[B] •• i•i i i i i •• i• • PERIMETER SEALANT • • • • • •• • • 1 3/8 MIN. • • • • • • • • BY INSTALLER 2 BY WOOD BUCK BY OTHERS. •• • • • • • ••• •• EMBEDMENT[D] FRAME MEMBERS MUST BE FULLY lL4 MAX SHIM[B] SUPPORTED.[A] 7 1 CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED -L- MIN.EDGE DIST.[D] POINTS BETWEEN FRAME AND SILL CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT BY INSTALLER. AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, ` #12 WOOD ANCHOR.[D] 2 BY WOOD BUCK BY OTHERS.[A] u nn INTERIOR urn PERIMETER SEALANT `bob gb;b;b BY INSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED /RIVERTICAL SECTION [A]SEE NOTE 10,SHT 1 POINTS BETWEEN FRAME AND SILL FRAME(WOOD) [B]SEE NOTE 2 SHT 4 BY INSTALLER. [C]SEE NOTE 4,SHT 4 [D]SEE NOTE 5,SHT 4 [E]SEE NOTE 6,SHT 4 INSTALLATION ANCHOR, 1/4"DIA.MASONRY ANCHOR[C] LUCAS A.TURNER,FL.P.E.58201 A UPDATED PER 2010 FBC 11/14/2011 BYOOTHE E ASONRY ,��``PNORE4W�"I PERIMETER SEALANT BYINSTALLER �GP`':�CENSFGQti�� Qo1112" •�••p p c�.'p n.q•p ,�'-Ji,.'• N. 58201 ••:�-P: 1900 SW 44TH AVE. c o OCALA,FLORIDA 34474 11/4" MIN.. EMBEDMENT[C] ITLE' EDGE DIST.[C] f-L :a� ANCHOR DETAIL(SIDELITE)IN 2 BY BUCK-IMPACT '9; STATE OF :�uS ERIES DRAWN BY DATE'. �7c� ' 12/07/11 %�T'•.� P=:4u � 8700-8750 ADE 12/5/2011 (a)v LERTICAL SECTION THE INFORMATION CONTAINED ONPoTHIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '��/�s•......�...G"\2�, MODEL' CALE'. WG.NO' VRAME(WOOD) WINDDOW SYSTEMS,INC.PERMISSION OF CUSTOM WINDOW SYSTEMS.INC SS WHO E WITTHOUT THE S�OP1A; -PVC SWING DOOR Ev.LETTER A HEEr CWS-641 14 OF 14