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WS-15-1963 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240661 Permit Number: WS-8-15-1963 Scheduled Inspection Date: August 14, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SALT,ABBIE Work Classification: Window/Door Replacement Job Address: 1468 NE 104 Street Miami Shores, FL 33138- Phone Number Parcel Number 1122320320320 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING 12 IMPACT WINDOWS Infractio 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 13, 2015 For Inspections please call: (305)762-4949 Page 20 of 29 46 R!a �sN°Rfso�� Miami Shores Village \ ttt?11=Tye: IIW�3�hu#ters 10050 N.E.2nd Avenue NE a ��31N QIilliplisomp ', Miami Shores,FL 33138-0000 Z �i StaNs:APPIR WE� . Phone: (305)795 2204 •• FLORLDp' � Expiration: 02/08/2016 BC�Et1� Project Address Parcel Number Applicant 1468 NE 104 Street 1122320320320 ABBIE SALT Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ABBIE SALT PO BOX 530527 MIAMI SHORES FL 33153 Contractor(s) Phone Cell Phone Valuation: $ 13,893.95 AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Total Sq Feet: 240 Type of Work:REPLACING 12 IMPACT WINDOWS Available Inspections: No of Openings: 12 Inspection Type: Additional Info: Window Door Attachment Classification: Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 Invoice# WS-8-15-56596 DBPR Fee $3.30 08/04/2015 Check#:5515 $50.00 $208.00 DCA Fee $3.30 Education Surcharge $2.80 08/12/2015 Credit Card $208.00 $0.00 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $258.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named con tradl/toy r"tp(do the work stated.I\ August 12, 2015 Authorized Signature:Owner / Applicant / tractor / Agent Date Building Department Copy August 12,2015 1 S Miami Shores Tillage Building Department AUG 0,4 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 L�6 INSPECTION LINE PHONE NUMBER:(305)762-4949 <"1, FBC 20 I '�-E- BUILDING Master Permit No. Ws" c_ PERMIT APPLICATION Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JJ^^ CONTRACTOR DRAWINGS '' JOB ADDRESS: _ -4 8 /V6 l D 4 SST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: N_ '03Z- 03249 Is the Building Historically Designated:Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):__A-?b�E . A lPhone#: Address:: Nl 7/42 C' 4. SE / City: &)Qk+h )q//4Al ( State: �--G Zip: 33/6 / Tenant/Lessee Name: Phone#: Email: 11 CONTRACTOR:Company Name: :2!22&r"!r�-r(J (Q �� C�1I. Phone#: .351 ET Address: /0$O / x2a Z7' 2;;�— 6TE /o3 City: 1--(t 04 A4,1 State: Zip: 331 7 2, Qualifier Name:.,!! �Q Q,!&� Ddr iq a Phone#: a/4/-9a 7 State Certification or Registration#:CGG 157 3Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: C� C City: State: `Ziip: Value of Work for this Permit:$ / 3� /�• ! Square/Linear Footage of Work: .2yo o Type of Work: ❑ Addition ❑ Alteration ❑ New repair/Replace ❑ Demolition Description of Work: C/ Specify color of color thru tile: ��`` Submittal Fee$ `O�J -Q Permit Fee$ 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 copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. a4JSignature 4444-- Signature OWNER or AGENT CONTRACTOR The foreg ping instrument was acknowledged before me this The foregoing instrument was acknowledged before me this / ' day of LL �a-r 20 jT by ,lGl day of 20�, by AWE E SA/4 who is personally known to ta> / CrA) ty &oo is personally known to me or who has produced L-1 CEA)IS C as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Prin Print: Sea3164M AAMo-IM d FWft '�' �1k Notary Pubile-State of Florlds • Centasvbsbaat I FF 2301111111111111 Seal: Comrasim#FF 230936 ��iMOIL.Et/b6 May 14,2H My CealaA.Evokes May 14,2019 ill NaMw�INMryMM Dow IlidonatlNnlerlilW^. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 1, OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:8/4/2015 Property Information Folio: 11-2232-032-0320 Property Address: 1468 NE 104 ST Owner ABBIE R SALT 710 NE 126 ST Mailing Address NORTH MIAMI ,FL 33161 1 Primary Zone 1100 SGL FAMILY-2301-2500 SQ r 1 ; 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 .max Living Units 1 Actual Area 2,112 Sq.Ft Living Area 1,632 Sq.Ft .� Adjusted Area 1,872 Sq.Ft 204ft Lot Size 8,850 Sq.Ft Taxable Value Information Year Built 1956 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Taxable Value $195,143 $175,902 $172,564 Land Value $270,112 $177,194 $119,570 Building Value $111,908 $110,056 $102,994 School Board Exemption Value $25,000 $25,000 $25,000 XF Value $30,490 $16,746 $0 Taxable Value $220,143 $200,902 $197,564 Market Value $412,510 $303,996 $222,564 City Assessed Value $245,143 $225,902 $222,564 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $195,143 $175,902 $172,564 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $167,367 $78,094 Taxable Value $195,143F $175,902 $172,564 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000__ - Previous OR Book- $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Price PageQualification Description School Board,City, Regional). 08/01/1996 $175,000 17314- 2008 and prior year sales;Qual by Short Legal Description 4743 exam of deed 32 52 42 10/01/1981 $160,000 11236- Qual on DOS, but significant phy RIVER BAY PARK ADDN PB 40-72 1594 change since time of transfer LOT 11 BLK 4 08/01/1975 $68,000 00000 2008 and prior year sales;Qual by LOT SIZE 75.000 X 118 1 1 1 00000 exam of deed OR 17314-4743 0896 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/4/2015 G) O X Egress CWS-HR O O O O X FL16736.1 53-1/8 x 38-A CWS-HR = 216236318 Bedroom: CWS- SH CWS- SH FL16177.1 FL16177.1 Bedroom j 35-1/2 x 35-1/2 x Egress f 36-1/2 36 O X O X CWS- S WS-Slide Picture Slide I >_ FL16177 1 0 1/4-1/2-1/4 - 35-1/2): FL16736.2 36 110-1/2 x 38 �� s ji> O JJ Bath CWS-HR FL16736.1 5-1/2 x 25-1/2 9 o ---------------------- ................. Triple Casement Abbie Salt O X� Bedroom Entry Door 1468 NE 104 Street CWS-HR "/A Miami Shores FL16736.1 \� 6 �2 110-3/4 x 73-1/4 -1/2 x 25-1/2 CWS-CM FI-6890.1 10 O X O X •. ... . 97 X*74(6) . .� �.3 &9114 CWS-HR CWS-H •• *"520: (74;Cdng)'. FL16736.1 FL1673 .1 •• ••• •• •• 52-1/2 x 38 52-1/2 x 38 ... O X Egress .. . . . . . . . . . . . .. . . . . . . . CWS-HR ••' • 1 � FL16736.1 73-1/2 x 38 ... ..• . . . . . . . . . . . .. .• . . . .. .. ... . . . ... . . WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 1468 NE 104 Street PROJECT: Abbie Salt Miami Shores, FI 33138 city State ZIP EXPOSURE "D " I F WIND VELOCITY = 175 MPH FR001` SLOPE > 10- Roof 00Roof Elev. Tributary Area(Sq.Ft) Roof Elev. Tributary Area(Sq.Ft) ft 0 $ 20 25' 30 3S, 40 .45 50 (ft) 10 1S 20 25 30 35i 40 45 50 + 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 _. r_ - - - ___ __. :_ _ 52.7 51:4 50.5 49.8 49.2 48.8 48.3 48.0 47.6 - 65.1 62.5 60.7 593 58.1 57.2 56.3 S5.6 54.9 17 + 49.5 45.2 47.3 46.6 46.0 455' 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 6L9 60.4 59.3 58.3 57.4 56.6 56.0 51.0 49.6 48.7_ 47.9` 47.3 46.8' 46.4 46.0 45._6 O + 51.0 49.6 48.7 47.9 47.3 46$ 46.4 46.0 45.6 A � - 55.3 53.9 53.0 52.2 51-6 SLI 50.7 50.3: 49.9 A 20 68.2 65.5 63.6 62.2 61.0 59.9 59.0 S8:3 57.6 25 (D + 51.9 50.5 49.6 48.8 48.2 4Z7s 47.2 46.8 46.5 + 51.9 50.5 49.6 48.8 48.2 47.7 47.2 46.8 46.5 22 _ _.__ >a. 22 _..- _ �r --_-- tn = 56.3 54.9 54.0 :53.2 52.6 52 1 51.6 51:2 50.9 - 69.5 66.8 64.8 63.3 62 1 6LO 60.1 59:3 58.6 . 25 +. 53.3 5L9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 v0 + 53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 00 - 57.8 56.4 55.4 54,7 54.0 53.5 53.0 52.6 52.3 - 71.4 68.6 66.6 65.0 63.8 62.7 61.8 61.0 60.2 li 28 + 54.3 52-91 51.8 5L0 50.4 49.8 49.4 49.0 48.6 28 + 54.3 52.8 51.8 SLO 50.4 49.8 49.4 49.0 48.6 a -` 58.9 57.4 56.4 1 55.6 55.0 54.4 54.0 53.6 53.2 In 72.7 69.8 67.8 66.2 64.9 1 63.8 62.9 62.0 61.3 H 30 + 54.7 53.3 52.3 5L5 50.8 50.3 49.8 49.4 49.0 y; 30 + 54.7 53.3 52.3 SLS 50.8 1 50.3 49.8 49.4 49.0 59.4 57.9 56.9 56.1 55.5 54.9 54.4 54.0 53.6 - 73.3 7DA 68.3 66.8 65.5 64.4 63.4 62.6 61.8 vi 35 + 56.1 54.7 53.6 52.8` S2.1 SL6 51.1 50.7 50.3 H 35 + 56.1 54.7 53.6 518 52.1 SL6 51.1 50.7 50.3 60.9 59.4 58.4 57.6 56.9 S6.3 55.8 55.4 55.0 ` 75.2 712 70.1 68.5 67.2 66.0 65,11 64.2 1 63.4 a + 37.6 56.0 55.0 54.1 53.5 S2.9'52.4 51.9 5L5 a + 37.6 56.0 55.0 54.1 53.5 519 • .4 Si 9 51.5 62.4 60.9 59.8 59.0 58.3 .57.8 57.3 56.8 56.4 - 77.1 74:0 71.9 7 *65.8 •••• v y � f�9• 67.7 65. • p + 59.0 57.4 56.3 55.5 54.8 54.2 53.7 S3.2 52.8 p + 59.0 57.4 56.3 55.T 54. 54.2 Sa.2 52.8 •• 45 - - - - ---- - - - - -- - r-~ -- •••• N 64.0 614 61.3 60 5 59.8 59.2 58.7 "58.2 57.8 N 45 79.0 75.9 73.7 7L�� 69.4 �,3 67 4 66.� + 59.9 58.3 57.2 'ff 55.6 ,55.fl 54.5 54.1 53.7 + 59.9 58.3" 57.2 5�� S•5�6� 55 0 54.5 541 53 •••; --- -- - - 50 ---- _ - - 65.0 '63.4' 62.3 60.7 60.1 59.6 59.158.7 80.2 77.1 74.8 7 /. 70.5 .6�J�4 •6$5 67.x/ • 55 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54.9 54.5 + 60.9 59.3 58.1 57.t 56.5 519 t.*4 *54.9 54.5 ••• -- -- --- -- - 55 ---- -- - 66.0 64.4 63.3 62.4 61.7 6L1° 60.5 60:1 59.7 - 81.5 78.3 76.0 74'3' ?2. 7L6 70.E '�l6 68.g ••• # 61.8 60.2 59.0 58.1.' 57.4 56.8 56.2 55.8 55.3 61.8 60.2 59.0 58Y ST4 56 8 'STi'L 55:8 55.3 •••' 60 1-1- �. - --- 60 __. -- 67.0 65.4 64.3 63.4 62.6 62.0 51.5 6LO 60.6 - 82.8 79.5 77.2 7 4' 72 7 71.6 70:7 69.8 • GENERAL NOTES FIGURE 1 •••••• D=10% OF LEAST HORIZONTAL DIMEtIOe • • 1. TABLES VALID ONLY FOR BUILDINGS OF •••• MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 40 2• ROOF ELEVATION W. IS DETERMINED BY USING FIGURE 1 AS REFERENCE. ZONE 5SR 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. I H -� 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 'moi ROOF HEAIGHT AND APPLY TO ALL FLOORS. u u DcwwT 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D-�i SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS °°rte'°-°2-'3 REVISIONS: -0MJ• AL-FAROOQ CORPORATION PZQno. date by description - ENGINEERS&PRODUCT DEVELOPMENT eMck•d h^•H.M 1235 SW 87 AVE TEL (305)264-8100 DWG NO. 1 ' MIAMI,FL 33174 FAX.(305)262-6978 JAVAD AHMAD SHEET 1 OF 1 M P.E.III 705OZ,EII CAN.3538 e r Florida Building Code Online 7/17/14,4:04 PM Hor a i✓LJ trner t:;l' SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines Professi rral Product Approval g� USER:Public User Regulation Product ADDroval Menu>Product or ADDlication Search>A Polication List>Application Detail FL# FL6890-114 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 0000 • • 0000 00000• Technical Representative Brian Tenace • • • ' Address/Phone/Email 1900 SW 44th Ave. ' ' ' ' 0000•• •• • 0000•• Ocala, FL 34474 000• (352)368-6922 Ext 291 • • • • .•••• btenace@cws.cc •••• 0000 ' ' 0000 0000 0000• 0000•• 0000 • 00000 Quality Assurance Representative JeffThompson • • • Address/Phone/Email 1900 SW 44th Ave. 0• • •••• • Ocala, FL 34474 00• 0• (352) 368-6922 Ext 221 • • • • •'•••' 0000•• jthompson@cws.cc • • • • • Category Windows '• ' Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ✓' Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed 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 EvalReD CWS-1618(CA-8400, IMPACT).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 ASTM F 13nn-n4 ?nn4 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxW93azRoSUA%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 Summary of Products FL# Model,Number or Name Description 6890.1 i 8400 Vinyl Casement840Vinyl Fig/Fin Casement. Limits of Use Installation Instructions ! Approved for use in HVHZ:Yes FL6890 R4 II CWS-1618(CA-8400, IMPACT),IL I Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 ••'"0 Impact Resistant:Yes Created by Independent Tiiird Party: Yes •••• •••••i• Design Pressure: +67.5/-67.5 Evaluation Reports ' �' ; �. . ••� Other: 8400 Vinyl Casement, Large Missile, DP= +/-67.5 + FL6890 R4 AE DuPont PVB NOA 11-0624 1! Qf ••••:l• psf, Max. size 37"x 72". FL6890 R4 AE EvalRep - B(CA-8400 IMPACT) Ddf FL6890 R4 AE Mikron NOEti2-OE30 09.Ddf' 0000•!• Created by Independent Third 49srty: Yes •••• • • gas0000 00000 6890.2 8400 Vinyl Casement Impact CA-8400 Vinyl Flg/Fin CaseiTai 0 000* Window • • ' 00_0_0 0000 see* 0 Limits of Use Installation Instructions••••• • • Approved for use in HVHZ:Yes FL6890 R4 II CWS 240A1CA!84�J0, 40x63. Ii1PACT),Ixif•• • Approved for use outside HVHZ:Yes j Verified By: Lucas A.Turner 582Q1 •"" • • Impact Resistant:Yes Created by Independent Third Varey: Yes •••• • Design Pressure: +75/-75 Evaluation Reports 00 ' .• ;•; • Other: Large Missile, 40"x 63", DP= +/ 75 psf, (Impact w/ FL6890 R4 AE DuPont PVB NOA 11-0624 41A.DdT heat strengthened glass, PVB). FL6890 R4 AE EvalReo CWS-240A(CA-8400.40 x 63, IMPACT).Ddf FL6890 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 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 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: ME wo Ed socurttv'`ti mEc,, http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxW93azRoSUA%3d Page 2 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 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), using 9N-3.005 Method 1 option(d). This product complies with the requirements of the Florida Building Code including the High Velocity I lurricane 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, -1A, -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. .".'i '• Limitations of Use: This product: 00.000 • .... .... :*090: • May be used in X configuration in sizes up to 36"x 72"unit size,with 1/8"(lY.�,pr'Teln .•••' 00000 outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass •••• • May be used in X configuration in sizes up to 36"x 63"unit size,with 1/8"(Arin?er Tcmp.j'• 6060:0 outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass :00:11: ' • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30'ft of,,,ade :000:0 •••••• • • Requires max. glass daylight sizes as shown in CWS-161 B •••• ; 0 000 :•••• • Achieves design pressures of+/-67.5 psf '0 0 ' • 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. �%i►tt p RE� E N$�•��Q ��e z No 58201 12/7/11 Lucas A. "Turner,P.E. STATE OF 4: FL Pl; 1/58201 t A Tustivi PE. 2011-12-0?16:10-06:00 ��i��{c•�� C7 {�• S* C7, E�*+'Fillp N A O%�� CASEMENT ELEVATION (LARGE MISSILE IMPAC PVC IMPACT REQUIREMENT: (SHOWN W/DIFFERENT OPTIONS) • • • • ••• •• ••• 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • • • • • • • • • • •• THE FLORIDA BUILDING CODE,CURRENT EDITION. • • • • • • ••• • • pr ,, __ , • • • • • • ' • • 2.GLAZING DETAILS:(SEE SHEET 3) - R Ld _ 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. MAX RA FLANGE P I[)i:�i 4 DESIGN PRESSURE RATINGS. S/ _ ..._._. •• •36.1!4" • •• ...J•• •• UNI'WIDTH Mme(OVERI4LL•FLfAJG wl#TtH• • • -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES 000 • 7f • •• • ASTM E-1300 ----- 35" - • 9/` • i--�� • -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE,WATER INFILTRATION TEST MAX.SASH WIDTH r ••• ITr1O • 0 0 ?•• ••• 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 1 H_„ _—__——__ _ OF THIS PRODUCT.SEE SHEETS 6-7 FOR INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. Bim: r 6 r e �I ♦ I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. 7 F 1 7 `✓ f II I 7.ALL FRAMES AND VENTS FULLY WELDED. 731/4" r 64 1 4" II \♦ I S.REFERENCE TEST REPORTS.NCTL-210-3673-1,IA,2,2A.NCTL-210-3674.1,1 A,2,2A MAX OVERALL, 1 FLANGE i FLANGE II \ I 9.SERIES/MODEL DESIGNATION CA-8400- FLANGE HEIGHT HEIGHT: �I I 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO ♦ I PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK OR FRAMING IS THE -' RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. E 72' 6512" 63" it I 5611"UNI _ HEIGHTI ♦ GLASS DLO UNIT HEIG II r I GLASS DLO 11,THE DESIGNATION X STAND FOR THE FOLLOWING:X=OPERABLE SASH 70" I ♦ 6MAX II r MAX. + SASH / SASH { f HEIGHT�I HEIGHT \ I 1 —— — 3.01/2' �D�_ GLASS DLO J RIGHT HINGED-SHOWN _... ]01/2• .._. LEFT HINGED-OPPOSITE GLASS DLO LEFT HINGED-SHOWN RIGHT HINGED-OPPOSITE DESIGN PRESSURE RATING t67.5 B UPDATED PER 2010 FBC 12/5/2011 LUCAS A.TURNER,FL P.E.58201 A UPDATE TO FBC CHANGES 03/17/2008 rrrrJ�PV40RE W lot, 41JVp .��0 E H g rri WINDOWS&DOORS TABLE OF CONTENTS C v t No 58201 .�F: 1900 SW 44TH AVE. Z_ OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS ............._1 �.Q� �4:TITLE ANCHOR SCHEDULE&NOTES.............................2 .9 STATE OF tri GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT GLAZING DETAILS.................................................3 ,O . •�y a"IE'' 8400 RAWN Y ADE 5/5/2007 SECTION VIEW&ALT.FRAME..............................4 PROPRIETARY AND COWIDENTIIL 1?J07/I1 rS�F <O R I p P.♦�� VODEL ALE: W G.NO EXTRUSIONS&B-O.M............................................5 THEWININFORMAOW TION CONTAINED INNY HISS OR RJ PARTNG IS ORA3AWHOLEWITRTY OF UST rrrris`slONA1 r CASEMENT NTS CWS-161 INSTALLATION DETAILS......................................6-7 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS:INC.IS PROHIBITED. r4�FF�I�I�ITy1r EV,LETTER B HEET 1 OF7 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 6"MAX MAX ! 120.C.� • • • ••• 4"MAX, (TYP) T P SEE NOTE 6 (TYP)) I _ SEE NOTE 2 ••• ••• • • • •• • (TYP) MAX.O.C. A' I • • • • • • • • • • •• 1 4"MAX. 8" 1 - • • • • • • ••• • !!"MAX.(TYP) _ _ _ 6"MAX TYP ,' • • G -_- ' i • 4�.)� lI 4 W 1 1 "aAx � :,;,I / • • • • V •• • MAX.O.C. •• •• ITYP) / " �- IT O.C.�) • • • /•/�• • MAX.O.C. / B B I i �% i i �% i ') INSTALLATION ANCHORS TYP. V' INSTALLATION 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"LING FIN(WOOD OPENING) N S: FOR UNITS RP TO 37-x 77 FOR UNITS UP TO 37-x 63• FOR UNITS UP TO 37'x 77 FOR UNITS UP TO 37'x 63" 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR 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 1/7'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. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.58201 A 1UPDATE TO FBC CHANGES 03/17/2008��i��r�i NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. , �P�AO EW '11, , 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��OP:�� E NSF•.Pym •� A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) :J � •' tn�' B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. v No 58201 :'P�', 1900 SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). t; * ;* OCALA,FLORIDA 34474 z °: _ TITLE ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE `9 STATE OF t 14'+' OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 2 O VERSION OF THE REFERENCE DOCUMENTS: . <u: PROPRIETARY AND CONFIDENTIAL 12/07/11 , n �'a�•.'c 6400 ADE 5/5/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '�I`,i?•(•0 R... G�`�� OD L CALE: G.NO FMA/AAMA 1 OO(FIN WINDOWS),FMA/AAMA 2OO(FLANGE WINDOWS), WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE 1,; s/p(— E;;Ii � CASEMENT NTS CWS-161 FMANVDMA ZSO(BOX WINDOWS),FMA/AAMANVDMA 3OO(EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. ��I/l��tll��, LETT B HE 2 OF 7 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... �- 718'OVERALL r --1/8'ANNEALED GLASS • • • • • • • •• • -1 - 7'16 .'•.'rye SPACE • • • • • • ••: • • • - --1i8"ANNEALED GLA-3 - .._;:1'OVERALL _ __. '_RhL'_ ANNEALED GLASS •• ••• • • • • •• • —1/8"HEAT STRENGTHENED - 1!8"TF 1PERED GLASS • • • • •• • .23`PURFECT GLAZE'H' • • • • • • • • • SIKAFLEX 552 •• • • • • • •• •• 7/16"AIRSPACE 7/16"AIRSPACE ;461....._.._. 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS -.--.- - D - 1/8"HEAT STRENGTHENED 1/8"HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 1 1/8"HEAT STRENGTHENED 1/8"HEAT STRENGTHENED 112" 3 PURFECT GLAZE"H" 3 PURFECT GLAZE"H" GLASS SIKAFLEX 552 SIKAFLEX 552 GLASS TYPE A BITE FULL SIZE 46 4FULL 0 V2" GL GLASSO GLASS BITE BITE GLASS TYPE C ASS TYPE D g FULL SIZE SIZE 7/8"OVERALL 1/8"TEMPERED 7/16"AIRSPACE 5116"LAMINATED GLASS 118"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 IUPDATE TO FBC CHANGES 03/17/2008 O WINDOW MAX GLASS4P{AOREW�lG��i GLASS TYPE B SIZE D.P. TYPE No 58201 MaN Rs 6 FULL SIZE 37 x 63 +/-67.5 A-B v. No 58201 1900 SW 44TH AVE. X +- _ t * ;* OCALA,FLORIDA 34474 O TITLE: 7- :�- GLAZING-LARGE MISSILE IMPACT z1: STATE OF ,4+z SERIES: L�WN BY:+ PROPRIETARY AND CONFIDENTIAL 12/0711 �S,G"c••-.4 OP,:�.Z� 8400 ADE 5/5/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �i FS p 1 ' O�� ODEL: GALE: G.NO.: WINDOW SYSTEMS, STE PERMISSIONINC. ANY R REPOM RODUCTION SPARTORASAEMS,INC.IS WHOLE TEWITHOUT THE ";f?I ,D. CASEMENT v.LE 1 1 H CWS-161 B 3OF7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . ... • • • ••• 5 33 1 46 15 • • • • • • • ••• ••• g 50 • • • • 22 48 51 . ... . . . . .. " ; � f 18 3 52 lumLLIJ 5 EXTERIOR 51 4 8 51 18 31 1 3 12 4 EXTERIOR SECTION VIEW B B 9 -INTERIOR 40 5 10 13 \ o 51 4 43 0 7 46 2 6 39 SECTION VIEW C-C ALT FIN FRAME SECTION VIEW A-A B UPDATED PER 2010 FBC 12/5/2011 LUCAS A.TURNER,FL P.E.56201 A UPDATE TO FBC CHANGES 03/17/2008 E2,44,45,50 ��,p1SO.......... ....4IV"MS 7,19,20,25,27,32,34,37,38 �V4 .-*\GENS'-.5Z. WINDOWS&DOORS ARE USED BUT NO No 58201 '1�: 1900 SW 44TH AVE. N FOR CLARITY. ?*: * OCALA,FLORIDA 34474 * TITLE. SECTION VIEWS&ALT.FRAME-LARGE MISSLE IMPAC 9 t STATE SERIES: RAWN 12/07/11 SOT'•.° p= �� 8400 ADE 5/5/2007 PROPPoETARY AND CONFIDENTNI ( 'J,:�� soollsiss THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��S�•'O.. (�,� O CALE: WG. O.: WINRI DOWSEN ERMISS,INC. ANY ROMWNDOONINPART IORASNC WWOBITED.�UTTHE ��I��S�ONA CASEMENT NTS HEE : CWS-161 B 4OF7 . . . . . . . ••. Item# Part# Description Vendor Material �7J16" FRAME CORNER CONS"" h+ 1 H6030B FR,CASE,MAN,HEAD • M(RPN . •: •• 3 1/8" 2 K6030B FR,CASE,MAN,SILL •• R 3 H-60308 FR,CASE,MAN,.8.,RIGHT M1�tON` jilo-C •• : • : 46 I 4 K6030B FR,CASE,MAN,JB.,LEFT •MIHIRON* 5 6 308 FR -,.CA W/"\ v KRON ✓C ••• • inn I. \ -6-1_ W-6=8 sns CA SE,TO=w r MIKRON we COIL, .05 X.437,P-4050 I ' •• • • • •• ••• •. c, 052-H32 ;92 IS \.< 0_0 000 00 12 1 G.-Ass I S_S'-T3 T _J 13 83028 SET.BLK 85 DUR,1/8"X 7/8"X 2"LG. FRANK LOWE RUBBER 14 83029 SCREEN LIFT-OUP SUMMIT PVC FLANGE H-60308 CORNER WELD(ALL SIDES) 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 2 11/32" 49 16 83195 SCREEN SPRING,NO FiOLETBNSDN SASH CORNER CONSTRUCTION 17 83197 SCREEN CORNHiKEY M&M NYLON COIL, .062 X.656,P-4491 18 83217 WSTP.,W-iRELEAF SEAL,FRAME AMIESBURY RUBBER Lgm ALUMINUM 5052-H32 19 P-3228 SCREEN SPLINE.155 DW,BLK DAPq 20 R3281 SPACER,DURASEAL,SEESHI£T3 DUiASEAL TRUSEAL 2 1/4 21 83342 SEAM SEALER SM-5504 SCFf� SILICONE 1 22 83429 WSTP.,.270 X.187 BACK,ULTRA FµBLACK,SASH UILTRAFAB 17/32" 23 PST GLAZE-H',SKAFLEX 552 HENKEL,SIKA 24 83539 #8 x 3/a'QUAD PH Tec,zNc,SCREW PVC SASH,CASE.H-6008 25 83581 SCREEN CLOTH,18 X 16 FIBERGLASS prFER 1/ 1 9/32" ` 26 83587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS 17/32" CORNER WELD(ALL SIDES) 27 FL3613 CWS EBL.(LOGO) 28 83685 CS8400GOLDCERT.LABB-,NFRCTAB 10 19/32" SCREEN RAIL,TOP/SIDE, H-1593 29 R3881 CAP TBFORG,12"HOLE MSM NYLON ALUMINUM 6063-T6 30 83881 TEMPORARY EBL.(NFRC/DP/ 31 83940 SNUB R-G ss,we SCREEN RAIL,SIDE/BTM, H-1592 32 84003 TE BARGUDE,ROTO.FDWE Roro ss ALUMINUM 6063-T6 3/4" 33 84004 #8-32 X 1/2"PHFt'l MS,SS(ROTO FYNuE LOCK) FASTBNAL SS 51 34 84005 SUPPORT FLATS LOCK,SS,ROTO FDWE (Use w/84006) ROTO SS 15 7/32" 35 84006 LOCK,MU.LTI-POfNT,ROTO HOWE,WHITE ROTO SS 3" 205 36 84007 ROTO.OPERATORS(FOR LffT7OPENGHi OPCASBu�fi) ROTO SS �1/2"� 52 11/16" 37 84009 TRACK&SLIDER ASSM,ROTO OPER,ROTO H AE,(I T) ROTO SS 3 i 2" 38 P-4010 STI.DBRKT.,ROTO OPE2,L.H.,ROTO HOWE ROTO SS SASH REINF.S-1505 39 84012 SHIM,ROTOOPBRATOR ROTO HDWE(4.8Rm) ROTO NYLON SCREW SUPPORT-P-3113 PVC GLAZING BEAD-6064 ALUMINUM 6063-T6 40 84014 HANDLE,STD,ROTO OPER ROTO FDWE(WHITE) ROTO ZINC 3 1/8" 41 84018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASBAR IT) ROTO SS 42 FL4020 SUPPORT WASHER ROTO OPEC,ROTO HONE(SS) ROTO SS I—I 43 R4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MIS,SS,ROTO OP.,ROTO FASTENAL SS 1 �J 44 84024 GASKET,ROTO OPER,ROTO FDWE,1/16" HOP 45 84031-84040 TE-BARS,ROTO FDWE 1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS B UPDATED PER 2010 FBC 12/5/2011 46 84050 REINF.COL-ALUMNUM.5052-FI32(.050 X.437).HS D PRECISION STALUM LUCAS A.TURNER,FL P.E.58201 A UPDATE TO FBC CHANGES 03/17/2008 47 84043 STRIKE MILTPONT M&M NYLON 4 1/2" ^l �p ,44►I�l�llllf 48 84146 #8 x 3/4"Pi FLAT TEC,SS FASTBNAL SS .-- 49 P-4491 RBF.COL-ALUMINUM,5052-FE2(.062 X.656),HJ PPECISION STE- ALUM GEN G ��i fGGvviL `,�VPS•�,\ SF•.'P 50 84641 #8 x 5/8"PH FLAT TE(,#7 HEAD,SS FASTBNAL SS -p 11 WINDOWS&DOORS 51 S-1505 RBPF.CASE SASH KEYMARC ALUM v: No 58201 '�-P 1900 SW 44TH AVE. 52 5-6064 GLz.BD.,7/8" MORON we *z OCALA,FLORIDA 34474 • * � CTITLE EXTRUSIONS&B.O.M.-LARGE MISSLE IMPACT PVC FR.CASE.,MAIN(FIN)H-6030A `9 S STATE OF ;•4UzERIES: BY PATE: PROPRIETARY AND CONFIDENTWL 12/07/11 '0iOT�••A,( 9P �� 8400 ADE 5/5/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM IFS�•'•O• ,•••�d�� L' CALE: WG. WRIWINDOW SYSTEMS,INC.ANY PERMISSION OF CUSTOM WINDOW SYSTEMSOR AS WHOLE PROHIBITED.WITHOUT THE "; 'TRONA;�?�\�, CASEMENT L ER:1.2 HET: � CWS-161 B 50F7 . . ... . . . ... .. .. . . . .. .. . • • • • • ••• • • • • • • • • • ••• r 1 BY WOOD BUCK • • • f • • ••• BY GTiERS[A] 1 3B"-IN.EMBEDMENT • • SNSSALLATIAN ANCHOR —� • • • • 31VY DIA.PPA'*NRY SCF1_vv •,•• • -- �—1;a" - - W/VVASHER THRU SCREW SUPPORT[C] ° ° II --j ..? IBl ] 2 BY'DOD BUCK CONCRETE/MASONRYL._-1BY GT' EPS[A] p p, �. .rNERC •• • • • •• ••• •• 4 • • • • • * • • ..- - �I II •• • • • + • •• vawa �L = r� 2_'1/2 MIN.EDGE DIST. 4•p .�� y �_ •� �--�'-r� n � ',` Jrt t ISI 1 1/4"MIN.EMBEDMENT > n' • a' s• s. s. [C] , 1 1 • >: n•>:a n: •• n: :•p •`�SEALANT BETWEEN BUCK • n: •• p.A a AND OPENING BY OTHERS ~ 1 BY WOOD BUCK r;f` EXTERIOR FINISH�`r• BY OTHERS[A] SEALANT BEHIND ��:°°': ti CONCRETE/MASONRY BY OTHERS 11/4"MIN.EMBEDMENT PERIMETER SEALANT FLANGE BY INSTALLER BY OTHERS [C] BYINSTALLER PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER 1/4"MAX SHIM EXTERIOR FINISH BY INSTALLER BY OTHERS FINISH [B] B HORI20NTAL SECTION BY OTHERS �C�HORIZONTAI SECTION 6 FRAME(MASONRY) 6 FRAME(WOOD) SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR, POWN TE:HEAD AND JAMB 3/16"DIA.MASONRY SCREW MILAR FOR 2BY INSTALLATION. W/WASHER THRU SCREW INSTALLATION ANCHOR,3/16"DIA. L 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 SEALANT UNDER SCREW • ' D :�' �;� D• :�.D•'s SEALANT BEHIND HEAD BY INSTALLER FLANGE BY s p • v ♦• ►t ►p 1 1/4"MIN.EMBEDMENT INSTALLER ► e' •D. D D D �•D [C] HIGH STRENGTH STRUCTURAL p p °• ►• D REFERENCE NOTES: PERIMETER SEALANT GROUT BY OTHERS v D• 1,.D D D. , D. ' BY INSTALLER [B]"MAX SHIM ; •D p ' [AI SEE NOTE 10,SHT 1 •p • [BI SEE NOTE 283,SHT 2 )SEE NOTE 4 BHT 2 EXTERIOR FINISH 21/2 MIN.EDGE DIST. PI SEE NOTE 5,SHT 2 CONCRETE/MASONRY [C] BY OTHERS • SILL STOOL BY OTHERS [E]SEE NOTE 6,SHT 2 r1•:•r•• .s : BY OTHERS n•=s•s • >• •e�4; P•• •n?••s USE SOLID WOOD SUPPORT / u ALTERNATE PRECAST SILL DETAIL •>,s. s. •s• s. •s•s. TO MAKE SILL LEVEL 6 FRAME(MASONRY) B UPDATED PER 2010 FBC 12/512011 s a, s• 's.•> e�e;e• s s.e e e s.o•;s BY OTHERS LUCAS A.TURNER,FL P.E.58201 A UPDATE TO FBC CHANGES 03/17/2008 •s. _ =. •s •n n •n•>. s. •:• 1 1/4"MIN.EMBEDMENT �%P0%Pp1DREby Tli�� ^u •• [c] �.,�-- .-,CENSFGPtiy IRS CONCRETEWASONRYt• No 58201 •'.X15 1900 SW 44TH AVE. BY OTHERS 2�/2 MIN.EDGE DIST. [C] ?*? * * OCALA,FLORIDA 34474 �� '.�• ;¢ ITI SALLATION ANCHOR THRU FRAME DETAIL-LARGE MISSILE IMPAC q VERTICAL SECTION �9 STATE OF •4& SERIES: A 6 FRAME(MASONRY) Q'• •� 12/07/11IDENTIAL T• P:'1.� 8400 ADE 5/5/2007 THE INFORMATION CONTAINDON�THI THIS IETARY AND S THE SOLE PROPERTY OF CUSTOM ',��j Ca��C�p,O''•a\��` AODEL CASEMENT CALF: NTS W CAWS-161 WINWRITTEN PERMISSION OF ANY WINDOW SYSTEMS,OINC SS PROHBITED, THE �rI�S#QN/\"�?��, .L TT B HEE: 6 OF 7 • • • • • • • ••• • • • • • ••• • • • • • • • •• • -_.-11'^"MIN'`,-,Fr)M'•JT• • • • • ••• • • ••• SHEATHING BY OTHERS 77-7tt /—WSTAL LATIOs:N ANCHOR. • •• ••• f• ............... _ _J,Lk.. 2BY WOt "ASK BY OTH ,(::,.i 2 BY 1 D noCK 1/4"I`NN FDBE DIST PERIMETER SEALANT BY OTHERS[A] Irl BY INSTALLER •d`' 1/4-MIN EDGE DIST WINDOW WRAP [E] INSTALLATION ANCHOR, BV INSTALLER #8 WOOD SCREW w/ 1/4"MAX SHIM WASHER. IB] 1/4"MAX SHIM [E] (� .1 I12:MIN EMBEDMENT D [E] i F HORIZONTAL SECTION e• �.�� ]� SHEATHING 7 FIN(WOOD) d•'�s°b' °^ ti U BY OTHERS r. e D —7� L7-Cf7 EXTERIOR FINISH BY OTHERS WINDOW WRAP BV INSTALLER 1/4"MAX SHIM [B] SEALANT BEHIND FIN PERIMETER SEALANT WINDOW WRAP BY INSTALLER BY INSTALLER REFERENCE NOTES: BY INSTALLER 1/4_MIN EDGE DIST [E] [A]SEE NOTE 10,BHT 1 a K� [B]SEE NOTE 283,BHT 2 PERIMETER SEALANT [C]SEE NOTE 4,BHT 2 BY INSTALLER [D]SEE NOTE 5,BHT 2 °• [E]SEE NOTE 6,SHT 2 2 BY WOOD BUCK SEALANT BEHIND FIN :° BY OTHERS(A] BY INSTALLER : INSTALLATION ANCHOR, B UPDATED PER 2010 FBC 12/5/2011 .off• #8 WOOD SCREW w/ �.•°• WASHER. LUCAS A.TURNER,FL P.E.58201 A JUPDATE TO FBC CHANGES 03/17/2008 EXTEBY OTRIOR HERS FINISH [El ,�pPNORE W,'lle 1112 MIN EMBEDMENT ,�OQc?;•AGE IV S'-. [E] ��J�•• V F'.�'Y� WMDOWS&DOORS SHEATHING 582D1 1900 SW 44TH AVE. BY OTHERS ?*: 1 OCALA,FLORIDA 34474 E VERTICAL SECTION * 2 TITUE: 7 FIN(WOOD) Z a' ;�� INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPAC 9 STATE PROPRIETARYAND CONFIDENTIAL 11./O7/11 10;,, .;° �'•'"cw: 8400 ADE 5/5/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM I�S•1 o H 1�'' �� CASEMENT SLE' NTS G. CWS-181 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,ISYSTEMS.INC ANY REPRODUCTION IN PART NC..IIS PROHIBITED. THE /�oS1Q[vA Y1 0% .L B 70F7 7/24/2014 Florida Building Code Online i Y BCIS Home Log In ` User Registration Hot Topic E Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map links Search Business,(") Professi nal 4" USER:P`bli^Paro Product Approval Menu>Prndud or Annliration;Parch> >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 • • • • • Category Windows •• • Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,/ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M. Urich, PE w' Validation Checklist- Hardcopy Received Certificate of Independence FL16736 RO COI EvalReo CWS-871 (HS-8200 74 x 63 IMPA ).odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://floridabuilding.org/pr/pr_app_df.aspx?param=wGEV XQwtDqu8ob1%a2fIZm6TgPohLz6ontOEOKIGvLUCMRiayuj6bIlkg%3d%3d 1/2 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 — HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 RO II CWS-871A(HS-8200 74 x 63 IMPACT) Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. FL16736 RO AE DuPont PVB NOA 13-0129 27.Ddf fi FL16736 RO AE EvaIReD CWS-871A (HS-8200. 74 x 63. IM PACT).Ddf FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 16736.2 1 HS-8200 PVC Horizontal Slider HS 8200 PVC Horizontal SCder,.I�WACT, 1.11*x'•63", XOX•• ;• s Limits of Use Installation Instructions 69660* • Approved for use in HVHZ:Yes FL16736 RO II CWS-869A(HSi8200 111 3 IMPACTDdf •• Approved for use outside HVHZ:Yes Verified By: Lucas A.TurrTMAM I • •• • Impact Resistant:Yes Created by Independent Third Party: Yes •••• • • Design Pressure: +60/-60 Evaluation Reports 00000• •*see* •••a• Other: Large Missile, 111"x 63", DP +/- 60 psf. FL16736 RO AE D Pon PVB NOA 13 12 7. f • • FL16736 RO AE DuPont 5n=1 0624 D A. ••• • FL16736 RO AE EvaIReD EWS2869A(HS-182", 111 x 63!••0•• • IMPACT).Ddf •••••• • FL16736 RO AE n x ikr n•NOA 1 -1017df ••• • Created by Independent Tflird Party: Yes•••••• • 00 • • • Contact lls;; 1440 North Monroe Gtrept Tallahasspp FI 17109 Phone:850-4A7-1874 The State of Florida Is an AA/EEO employer.Cnpydpht 2007-2011 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 b&=. Product Approval Accepts: j a security-mi http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TgPohLz6ontOEOKIGvLUCMRiayuj6bIlkg%a3d%3d 2/2 URNER1239 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. *000 2) Test Reports NCTL-210-3887-1,-IA,-2, and -2A, by National Certifi'd Testing •0000' 0000.. Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, witlrtesting •• • performed: TAS 201,202,203 `94,ASTM E 1886 `02/04/05,ASTMS%996 `04/(0/09, •••••• and AAMA/WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS-871A,signed and sealed ftLgcas A.%1j"Cr, Goo** P.E. 060%. 6 0000.. 000 .. .. 600• .000:0 Installation: Units must be installed according to approval document CWS-43-7.1-Ao •� 0000.. 0000.. Limitations of Use: This product: • • May be used up to the sizes and daylight openings indicated in CWS-81fA •� • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27 • Requires Quanex white rigid PVC frame extrusions per Miami-Dade N.O.A. 12-1017.02 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. ♦�*4rriAo R1=vv `�.4'►,�'p'• 0000.•. �� !j!! No 58201 =-P .. � }• STATE OF -'4U Z 2/24/2014 '•�yc+ OR k ••:\� Lucas A.Turner,P.E. '+r�S' �••....•••' ,C�,a' FL PE#58201 1_ucasTurner 2014-02-24 1 S:48-08:00 . . . . . . . . . . HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) PVC IMPACT REQUIREMENTS: • • • • • 00* 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE • • • • • • • •• •• FLORIDA BUILDING CODE[FBC],CURRENT EDITION,INCLUDING THE HIGH VELOCITY HURRICANE • • • • • • • • • • • • • ZONE(HVHZ). 751/4. • • • 000 • 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH 3.APPROVED CONFIGURATIONS:"OX","XO" --- 74"MAX UNIT WIDTH • • •• ••• •• 4.DESIGN PRESSURE RATINGS: • • • • • • • • -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM �. .,� • • • • • • •• • E-1300-04. 33" �A�y EE GG • • • • • s• • • GLASS DLO ��, • • • • • • • • -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST 8 a�.9/ •• • • • • 000 •• PRESSURE AND GLASS TABLES ASTM E-1300-04. --- r 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS r PRODUCT.SEE SHEETS 6-8 FOR ANCHOR DETAIL.WINDLOAD DURATION FACTOR Cd=1.6 WAS 64 1/4" MAXI I 59 9/16" USED FOR WOOD ANCHOR CALCULATIONS. OVERALL I MAX FLANGE 1 SASH 6.PRODUCT APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE NOT REQUIRED.THE IMPACT HEIGHT /C 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 ( DEBRIS. 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT FIXED r 1 j I MEETING RAIL AT HEAD/SILL. 83" �Ja' MAX. O i ! 8.SERIES/MODEL DESIGNATION HS-8200. UNIT v 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 ARCHITECT OR ENGINEER OF RECORD. I I) I 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,O=FIXED SASH 11.SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR j I j LOCATION. I 58 oSS 12.WEEP SLOTS=1/4"X 1"LOCATED 4"FROM BOTH ENDS I I IIf � ----------- D 7 l: 33" GLASS DLO 36 5/16' MAX.SASH WIDTH DESIGN PRESSURE RATING :60 LUCAS A.TURNER,FL P.E.58201 ACHANGE/D EDGE DIST FROM 1/4"TO 7/16" 02/06/201 %0% g0REW cw X :jOp .��GEIVSF•.QyC�: WINDG/VSY$TEMS� X PC NO 58201 1900 SW 44TH AVE. OCALA,FLORIDA aaa7a TABLE OF CONTENTS RLE: ��.. GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT S. STATE OF GENERAL NOTES&ELEVATIONS..............................................1 SERIES: RAW N BV'. '��•- c �� 8200 HVHZ ADE ATE: 11/14/13 ANCHOR SCHEDULE&NOTES....................................................2 THE INFORMATION CONTAINED NRTH S DRAWDNG ISFTHDE�SOL E PROPERTzV OFZCOUSTOM ',��5"�O R��P•®\��, MODEL' SCALE WG.NO: SECTION VIEWS&ALT.FRAME"OX""XO"&GLAZING.........3,4 EXTRUSIONS 8 BILL OF MATERIALS..........................................5 WINDOW PERMISSION.ANY REPRODUCTION WINDOW 3 STEMS.R ASIS WHOM EWITHOUT THE f"fIis�ON A; �, PVC HORIZ.SLIDER REV.LETTER' NTS HEET CWS-871 INSTALLATION DETAIL..............................................................6-8 A 1OF8 .. .. . . . .. .. . . . . . . . . . . . 12 12' MAX CENTER8" MAX CENTER TO CENTER ••• • ••• • •• TO CENTER 3^ 3^ • • • • • • • • •4" •• MAX (SHEET 5) 6" 6" 6" (SHEET 4)! SEE NOTE 2 • • • • • ••• •MAX(rY FT O.C.(TVP) D SEE NOTE 6 MAX(TYP) A j ) • • • • • • • • J} MAX(TYP) -- -- - -- -- 4^ F (SHEET 4) 'i •• • • •• •W(TVP•1• I / (SHEET 5) 17' I • • • • • • • • I MAX • •• • • • • •�. • O.C.(TYP) i • i i i i•• i MAX • .t...................... •• • • • • . .4F.qVI I ^ Y I I 1 I I I B I I I I (SHEET 4) E I I I E INSTALLATION I / I INST (SHEET 5) I I ANCHORS TYP. ALLATION ------ 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 BUILDER 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 2 112"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./110-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. S.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" 02/06/201 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. //� /]EDG 10 A.WOODINSTALLA-MIN MUMION HOR SPECIIFIC GIRIES FOR AVITYY OF G=0.55(SOUTHERN PINE OR GREATER)DUCTS HEREIN ARE BASED ON TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �J9+a1 GE NWG,i�� /wl/il.a- B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. `�JVP.-�� SF•.P2�+ wNi)owsw7Em14 C.MASONRY-MINIMUM DENSITY OF 117PCF,CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. v: No 5$209 : 1900 SW 44TH AVE. D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. _ = t OCALA.FLORIDA 94474 E.STEEL-16 GAUGE(.060")MIN.,33 KSI MIN. )TLE: -01 2.. ANCHOR SCHEDULE&NOTES-LARGE MISSLE IMPACT 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �� :"• STATE OF :mow: SERIES: DRAWN BY ATE: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT i ,t\..� p �. 8200 HVHZ ADE 11/14/13 VERSION OF THE REFERENCE DOCUMENTS: THE INFORMATION CONTAINED PROMTHIS DRAWIETARY ANDNG 30AEPROPERT�O/F CUSTOM '��I�S�C. ....jU'`••�\� MODEL: SCALE: WG,NO., FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), WINDTOWSYSTEMS, SIONOFCUSTREPRODUCTION OW INPART ,INC..IS WHOLEWITHOUT THE pi4g,ONA; � PVC HORIZ.SLIDER REV.LETTER: NTS HEEr CWS-871 FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). A 2OF8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 6 7 .00 .. . . . . . . . . . . .. INTERIOR 3 • • • • • • • 11 2 43 •• • • • •• ••• •• 16 18 9 • ••• • • • • •• • 0 1 LO • • • • • • • • • • • • • ••• •• 39 TYPICAL VERTICAL SECTION EXTERIOR NOTE SHOWS FIXED GLASS CUTAWAY 16 3 SECTION VIEW C-C 41 40 SECTION VIEW B-B ...... .__.....7/8"OVERALL HEAD IMPACT HOOK(TVP.) MIDSPAN OF SASH 1/8"ANNEALED or TEMPERED (ITEMS 35&36) 11 � I 7/16`AIRSPACE 31 5/16"LAMI I ----...--118"ANNEALED SWEEP LOCKS(ITEM 27) 19 I ONLY ENGAGED - ,4.@Q DUPONT PVB INTERLAYER I PRIOR TO HURRICANE r FORCE WINDS. I}-{ 1/8°ANNEALED 5 8 1 1 i43�PURfECT GLAZE"H" 36 2 I I r'SIKAFLEX 552 19 41 4 LOCKS ARE LOCATED AT THE 4 I THIRD POINTS ALONG THE FRAME JAMB. L-1/2"GLASS BITE I EXTERIOR INTERIOR II � ________ GLASS TYPE B 43 -- -- -- -- FULL SIZE 13 19 I-I 3 HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION LUCAS A.TURNER,FL P.E.56201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 02/06/201 LUI }NUUgj 1 I P�10REW�Th��' C!�/►71/]yj]�II 3a �.`Op`�:�;GEFiSFGQy'�' WINDOM/aSYn$T�E�MS�� No 58201 .�-P S 1900 SW 44TH AVE. 5 _; * OCALA.FLORIDA 34474 er� TITLE SECTION VIEWS&GLAZING-LARGE MISSLE IMPACT FLG STATE Of i 0." 4u SERIES n ' RAWN BV. ATE' i " ",�` -8200 HVHZ ADE 11/14/13 R SECTION VIEW A-A THE INFORMATION CONTAINED INMTHSDRAWING ISFTDEN30AO SOLE14 ,,��ls"COR,OA"�\$�, MODELPVC HORIZ.SLIDER SCALE NTS WG.NO.:CWS-871 WINDOW SYSTEMS,INC.ANY REPRODUCTION I WRITTEN P PERMISSION OF CUSTOM WINDOW SYSTEMS,,I EMSINC AS S PROHIBITEA WHOLE D. THE DHOUT A�, N��` REV.LETTER: A SHEET: 30F8 .. .. .. .. . . . . . . . . . . . . ... . . . . ... 6 3p • • • • • ••• 6 7 • • • • • • • •• • • • • • • • ••• • • 1 INTERIOR 1 : 3 �•• ••• i •i• ••• g 2 43 •• • • • •• ••• •• 16 t8 s • ••• • • • • •• • 1 • • • • • • • •• •• • ••• •• 3s TYPICAL VERTICAL SECTION NOTE:SHOWS FIXED GLASS CUTAWAY EXTERIOR 16 3 SECTION VIEW F-F 41 a0 SECTION VIEW E-E HEAD IMPACT HOOK(TYP.) MIDSPAN OF SASH (ITEMS 35&36) 31 ROTARY LOCKS(ITEM 27) 19 I ONLY ENGAGED II PRIOR TO HURRICANE FORCE WINDS. n 35 8 1 d 1 19 6 3 I 41 4 I I I LOCKS ARE LOCATED AT THE a I I THIRD POINTS ALONG THE FRAME JAMB. EXTERIOR INTERIOR 43 -- -- — 19 3 HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 02/06/201 13 ''yptnaliq"'� 1 ��P`Pp10REW T��ii cN17L(/1/L®./ a .-*,GEt11S�i'P2G vHNDavVsYSTErts14r v:• NO 58201 :�� 1900 SW 44TH AVE. 5 OCALA,FLORIDA 34474 TITLE: °OX"-"XO"SECTION VIEWS-LARGE MISSILE IMPACT FIN r� Z STATE OF l � SERIES: DRAWN BY ATE: 0;'c'.,F' 'Z 8200 HVHZ ADE 11/14/13 THE INFORMATION CONTAINED PROPRIETARY DRAWING CONFIDENTIAL TOLE PROPERTY 2/24/FCUST2014 OM 'o MODEL:�'(' R �?\ `` MODEL: SCALE'. :)WG.NO.: SECTION VIEW D-D WINDOWSYSTEMS, STEMSI,IN INC. ANY R PRODUCOONINPART MSDNCSS HOLE WITHOUT THE ��i,'S�O�tA'�C��`` PVC HORIZ.SLIDER REV.LETTER A SHEET: 40S6 71 . . ... • . . ... • • ••• • • • • ••• Item Part# Description Vendor Material SASH CORNER FRAME CORNER 1 K1497 Reinf.sash Meet.Rai Keymark Alum 31 • 31/y"--j• 01 1/2-- 6 23/16. CONSTRUCTION CONSTRUCTION 2 1+1699 Reinf.S.B.A./S.S.A. Keymark Alum • •• • • • • • • 1/16" 3 FI-1836 Meet Rall,Fxd. Keymark Alum • • i ••• • • • 1 5/8" 4 H-6052 Sash TopSoL Rai rviWon P/C2 11/16"5 H-6048 Main F.,SH,w I Rn.,PJC Mkron PJC ♦ 6 H-6050 Sash Meet Rai(PJC Mkron PJC P;p 0 3 7 H-6051 Sash Side Rall,P/C Muton PJC �'/1tr CORNER WELD CORNER WELD •• 00411, •• (ALL SIDES) • • • • • • • *ALUM FIXED RAIL-1836 PVC SASH MTG.RAIL-6050 (ALL SIDES) 8 H-6D49 Main Fr.,SH,w/Rg.,PJC Mkron PJC •L •, • • • • •• • • •..�•1"• •• • • 5/8" kSWlTH7ERF FIXED MEETING 9 83029 Screen PUII Tab Sumrrit PVC FRAME FLANGE-6049 ••• • • • • : •• •��6" 11 -[ H 1 10 83033 Screen Spring,SS Hurley V. T 11 P-3113 Screw Support,PJC Team Plastic Rubber 7/8"1 PVC FRAME FIN-6048 3" �'I1/2"F— 1" 1/16" T 12 P3218 Screen Fame Allnetal RollForm 9/16"13 83228 Screen Spline,.155 Dia.,Bk. papa 1_ 1 3/4" SCREW SUP:3113 ALUM SASH MTG.RAIL-1497 ALUM GLAZE BEAD-1112 21 15/16" 14 84754 Screen Frame Corner Key Allrretal Nybn15/16"15 83342 Seam Sealer,SWS504 Schnee Silicone 11/8"1 1/16" 9/16"16 P3352 Set,l3lk,85 Dur.,1l8"x 5/8"x 2"Lg. FrankLow a Rubber 3917 83429 Wstp.,0.270 x.187 back FnSeal,Gray Utrafab 5/16" ALUM.SASH REINF.-1699 1 5/16" 40 1 5»/8 �Q18 83539 #8 x 3/4"Square TEC2 Zinc Fastenal Steel PVC SCREEN SUPPORT-6014LL 7 19 P-4730 #8 x 1/2"Truss PHTEC 2-Zinc Fastenal Steel PVC FIXED RAIL COVER-6063 PVC SASH SIDE RAIL-6051 20 P-3752 I Cap Hug,1/2"Hole MSM Nylon tp 3/16" 21 P-3783or P-5250 Spring Lock Impact,PVC Interlock O 3/a" 22 P-4779 Puller,Tandem M&M Nybn 1"'-1/4" 23 P4051 #8 x 1 1/4 Ph FH TEC,Wht. Fastenal Steel L 6" 7�R.�LLERTRACK 34 3 24 P-4069 Keeper,Impact,P/C Interlock 7r� 41 i 5/16" ALU -1776 25 P-4479 Weep Cover w/Flap M&M Nylon r PVC GLAZEBEAD-6064 ALUM S.B.R./S.S.R.-1498 26 P4638 #8 x 2 12 Ph Truss SMS Ajax Steel 7/8" 15/16" 27 84956 Rotary Lock Sullivan Zinc —1 1 3 4 28 84952 Keeper,Rotary Lock Sullivan Zinc PLAN VIEW-1999 ALUM IMPACT HOOK-1999 318" 29 84959 Wstp.,0.420 x.187 back FnSeal,Gray Ultrafab PVC ANTI-LIFT q 1 5/8" 38 30 P4633 Barrel Fastener Fastenal Steel 1/2" 31 S-1112 Porn inforceent,Head Keymark Alum O 3/16" �� PVC SCREEN CATCH-6013 32 S-1498 Reinf.S.B.RS.S.R Keymark Alum 1 3/16" r 34 S-1776 Roller Track Keymark Alum 6" PVC SASH TOP/BTM RAIL-6052 35 S-1999 Fame Hook Head,Impact Keymark Alum 36 36 S-2000 Panel Catch,Head,Impact Keymark Alum 5/8" 37 S-6005 Anti Lift Mkron PVC 5/8" 38 S-6013 Scrn.Adapt.,w/Nib,PJC Mlaon PJC T 39 S-6014 Scrn.Adapt.,PJC Mkron P/C PLAN VIEW-2000 ALUM IMPACT CATCH-2000 40 S-6063 Fixed Rail Cover Mkron PVC LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"T07/16" 02/06/201 41 S-6064 Glazing Bead Mkron PVC ,S"101111811" �r r, 42 SMSheet3 `♦�P PNORE4y Tq�j� / ]/( /1L17®,� 43 Rlrfect Glaze"H',SkaRex 552 Henkel/Sika Sibone ��OPr?:�\G.......... N g* GHQ ' IJNi.7I"l/1 L , F m. WWDOUVSYSMMSQ v: No 58201 1900 SW 44TH AVE. 2*; * *= OCALA.FLORIDA 34474 S-0 TITLE: EXTRUSIONS&B.O.M.-LARGE MISSLE IMPACT zl- Q�• STATE OF :*W` SERIES: RAWN 6V: ATE: i .'N•,A` 8200 HVHZ ADE 11/14/13 LL ALUMINUM EXTRUSIONS ARE 6063-T6. THE INFORMATION CONTAINED INPROPRTHIS DRAWINGTARY AND ISTHE SOLE PROPER/TV OFZCO14 USTTOM ,,0, 'y" R P•G�'c`,� MODEL: SCALE: WG.NO: OTE:ITERODUCTM 33 NOT USED IN THIS WINDOW PERMISSION.ANY R PR WINDOW SYSTEMS,OR AS A INC S WHO E WITHOUT THE ��I,'S�r��A,E?5�� PVC HORIZ.SLIDER REV.LETTER: 1.A [HEET: S OSe 71 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 11/4_MIN EMBEDMENT CONCRETE/MASONRY (SEE NOTE 1) • • • • • ••• BY OTHERS • • • • • • • •• • 1 BY WOOD BUCK • • • • • • • • • 11EE NTE4"MA*X% IM BY OTHERS. • • • • • • ••• INSTALLATION ANCHOR 3/16" 1/4'MAX SHIM • • • •3/16"DIA. • • • • • • • ( NQTE;) 13/8"MIN EMBEDMENT SEE NOTE 1 MASONRY SCREW wANA000 • • . ( ) THRU SCREW SUPPORT. •• (SEE NOTE 1) > s (SEE NOTE 1) 'A • 718'_'MIN EDGE DIST .•, (SEE NOTE 1) SEALANT BETWEEN •• • •• • • • •• •• A 0 INSTALLATION ANCHOR, BUCK AND OP •• ••• • • • • •• • 0810 WOOD ANCHOR WI BY OTHERS .A•. • • • • • •• • L 0 • • • • • • • • • e'e' WASHER THRU SCREW 2 1/2"MIN EDGE DIST •'.• •• • • • • • ••• •• SUPPORT. 2 1/2"MIN EDGE DIST CONCREfE/MASONRY (SEE NOTE 1) A 0 A (SEE NOTE 1) (SEE NOTE 1) BY OTHERS •d•A •0 SEALANT BETWEEN •0'4,, A A BUCK AND OPENING 1 1/4"MIN EMBEDMENT o� s• • s• s. s. •+: SEALANT BEHIND FLANGEa y. BY OTHERS (SEE NOTE 1) • a; >;• n• •• e, BY INSTALLER PERIMETER SEALANT 1 ": >• s. s. EXTERIOR FINISH J BY INSTALLER BY OTHERS 2 BY WOOD BUCK •••• PERIMETER SEALANT BY OTHERS. 1 BY BUCK BY INSTALLER EXTERIOR FINISH EXTERIOR FINISHr• BY OTHERS BY OTHERS BY OTHERS B HORIZONTAL SECTION �CC� HORIZONTAL SECTION 7 FRAME(MASONRY) FRAME(WOOD) PERIMETER SEALANT 1/4" NOTEMAX 1 M BY INSTALLER (SEE NOTE 1) OTE:HEAD AND JAMB INSTALLATION ANCHOR,3/16"DIA. IMILAR FOR 28Y INSTALLATION. MASONRY SCREW w/NEOPRENE ILL INSTALLATION SAME AS SHOWN BELOW. INSTALLATION ANCHOR,3/16"DIA. SEALANT BEHIND FLANGE MASONRY SCREW WAVASHER BACKED WASHER THRU SCREW BY INSTALLER U O THRU SCREW SUPPORT. 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 •• °. - • ° p . BACKED WASHER THRU SCREW EXTERIOR FINISH • p p SUPPORT. BY OTHERS n4UI - - •pp•pp°° Dp° D°°•pp°•Ds•••pp e•pe • .ps s•p•Ds•• s.Ds 1/4MIN EM BEDMENT1 (SEE NOTE 1) SEE NOTE 1) SEALANT BEHIND FLANGE SEALANT UNDER SCREW HEAD 'v BYINSTALLER BYINSTALLER D • ► • s PERIMETER SEALANT HIGH STRENGTH STRUCTURAL ° •p ° p p °p - ° BY INSTALLER GROUT BY OTHERS Fes--21/2 MIN EDGE DIST CONCRETE/MASONRY �� (SEE NOTE 1) EXTERIOR FINISH 1/4"MAX SHIM BY OTHERS /` u-1l ALTERNATE PRECAST SILL DETAIL BY OTHERS (SEE NOTE 1) \/ FRAME(MASONRY) �' '•o• SILL STOOL s•s. BY OTHERS a• •s:e•'P..�•:s.•e LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 • n a• e•s. = s. s•e s. •s•s= USE SOLID WOOD SUPPORT s. s > >• n•> ' s s. > >o.s•, TO MAKE SILL LEVEL, /�� s.�.. s. • s. •ss.s: : ,� •s.a BY OTHERS. `�, p.NORE6V �"',I, C (J�/Lor,/ •o >. >'e. s. :• ],/4" MIN EMBEDMENT :JC7.' �L�� WINDOWSYSTEM UOAF • • • (SEE NOTE 1) �/- No 88201 •:'P:, 1900 SW 44TH AVE. ' OCALA,FLORIDA a447a CONCRETE/MASONRY •`~2.-1/2 MIN EDGE DIST * * :* BY OTHERS (SEE NOTE 1) ''p, J jr ITLe INSTALLATION THRU FRAME DETAIL-LARGE MISSLE IMPACT A VERTICAL SECTION Z�Z �S'• STATE OF 7 FRAME MASONRY 1-0 (V SERIES DRAWN BY: ATE: ( ) PROPRIETARY AND CONFIDENTIAL 2/24/2014 �� •'•A, qP•'��c': 8200HVHZ ADE 11/14/13 OTE 1:FOR CLARIFICATION ON ALLOWABLE ANCHOR TYPES,EMBEDMENTS, THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OFCUSTOM �+;�S ' ...... Q,�` MODEL: SCALE: G.NO.: HIM GAPS,AND SUBSTRATE RESTRICTIONS REFER TO WRITTEN PERMISSION OF CUSTOM WINDOW SW NDOW SYSTEMS,INC.ANY REPRODUCTION I STEMS,INC AS A WHOLE S PROHIBITEIDTHOUTTHE �.*t`+S'�()NA'tiN�.` PVC HORIZ.SLIDER REV LETTER: NTS SHEET: CWS-871 HE NOTES ON SHE 2. A 60F8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • . . ••• . . . . . . . .. . . . . . . . . . . . •• . . . . . . ... . . 0.0 11/2 MIN EMBEDMENT SHEATHING (SEE NOTE 1) 0 • • • • •• ••• •• BY OTHERS • • • • • • • • • EXTERIOR FINISH 2 BY WOOD BUCK • • • • • •• • • BY OTHERS e,'e, BY OTHERS. (SEE MIN EDGE DIST ••• • • ••• 2;Y;odebteCK••• (SEE NOTE 1) SEALANT BEHIND FIN ••" BY OTHERS. BYINSTALLER 'J°• INSTALLATION ANCHOR, (SEE NOTE 1) 1/4"MAX SHIM #8 WOOD SCREW W/ (SEE NOTE 1) WINDOW WRAP �•d,• WASHER. BYINSTALLER (SEE NOTE 1) erd,� INSTALLATION ANCHOR, PERIMETER SEALANT7/16"MIN EDGE DIST 98 WOOD SCREW W/ BYINSTALLER O (SEE NOTE 1) WASHER. (TYP)(SEE NOTE 1) 1/4" MAX SHIM 1 1/2"MIN EMBEDMENT (SEE NOTE 1) (SEE NOTE 1) SHEATHING � BY OTHERS ,e oe b� •°,rs:Y EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN WINDOW WRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT ynl�--q BYINSTALLER u OF HORIZONTAL SECTION 8 FIN(WOOD) 1/4"MAXSHIM (SEE NOTE 1) 7/16"_MIN EDGE DIST PERIMETER SEALANT a (SEE NOTE 1) BYINSTALLER °meg O• WINDOW WRAP e�q 2 BY WOOD BUCK BYINSTALLER •q BY OTHERS. LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 02/06/201 SEALANT BEHIND FIN �iyj. INSTALLATION ANCHOR, R BYINSTALLER 14OREW p"e• #8 WOOD SCREW WI �� ° WASHER. �� P,,.... �' �i CusYtl/1/I• ,/ i EXTERIOR FINISH (SEE NOTE I) `1`JOPf?�\CEi4gF G�QVWINDOWVSYSTEMSL„ BY OTHERS v: No 58201 1900 SW 44TH AVE. 1_1/2 MIN EMBEDMENT OCALA,FLORIDA 34474 SHEATH E VERTICAL SECTION (SEE NOTE 1) :2 t ITLEINSTALLATION DETAIL FIN CONST.-LARGE MISSILE IMPACT BY OTHERSRS 8 FIN(WOOD) "�'. STATS OF /0: i Q., •Ari SERIES: RAWN BY: ADE ATE- 11/14/13 ,p.,c p, ,��. 8200 HVHZ PROPRIETARY AND CONFIDENTIAL Z/24/2OIQ �i��'. p q y 4".• �I MODEL' SCALE: NTS WG.NO.:CWS-871 HHITE 1IM GAP., APOS AND SUBSTRATN ON ALLOWABLE ANCHOR E E RESTRIICT ONS REFER TO TYPES,EMBEDMENTS, THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOMWRT�N PERMISSION.ANY OM WINDOW IN PART SOR ASS WHOLE WITWITHOUT THE '�� PVC HORIZ.SLIDER REV.LETTER: A SHEET: 7 OF 8 HE NOTES ON SHEET 2. . ... . . ... % .. . . . % .. . . . . . . . . . . . . . ... . . . . ... . . . . . . . .. . . . . . . . . . . . .. . . . . . . ... . . 1/8"ALUMINUM OR 1I8"MAX.9:11M ••• +{• • TNSTALL�'IIeN ANCHOR, (SEE NOTEILMIN.REQUIRED (SEE NOTE 1) #10 SCREW,FULL THREAD ENGAGEMENT REQUIRED. 1/8"ALUMINUM OR (SEE NOTE 1) PERIMETER SEALANT 1/16"STEEL MIN.REQUIRED •• • •• BYINSTALLER (SEE NOTE 1) • • • • 1/8"MAX.SHIM • ••• • •• • (SEE NOTE I) • • • • • •• • • • ••• •• SEALANT BEHIND FLANGE BYINSTALLER INSTALLATION ANCHOR, #10 SCREW,FULL THREAD n ENGAGEMENT REQUIRED. �UI (SEE NOTE 1) PERIMETER SEALANT SEALANT BEHIND FLANGE BYINSTALLER BYINSTALLER ry HORIZONTAL SECTION 9 CONTINUOUS DOUBLE 3/16"BEADS OF TREMGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED 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. ,��1i11elrr+/Ii rl 1/16"STEEL MIN.REQUIRED (SEE NOTE 1) ��PtADREVV T♦♦♦♦ /� ®./ (SEE NOTE 10,SHT 2) 5 L ♦ /�/ GP .��C E NSF•.Q2 WINDOWSYSTEMS LiPA G VERTICAL SECTION Z,••• No 58201 ••�11�� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 TITLE INSTALLATION DETAIL THRU FRAME-LARGE MISSLE IMPACT �L D STATE OF :� SERIES: DRAWN BY: ATE: 8200 HVHZ ADE 11/1413 PROPRIETARY AND CONFIDENTIAL 2/24/2014 ♦♦�••.C O R 1 O•:O\,�� MODEL' SCALE: WG.NO: OTE 1:FOR CLARIFICATION ON ALLOWABLE ANCHOR TYPES,EMBEDMENTS, THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ♦j S ... HIMGA PS,AND SUBSTRATE RESTRICTIONS REFER TO WRITTEN DW SYSTEMS,INC.ANY REPRODUCTION IN PERMISSION OF CUSTOM WINDOW SYSTEMS,R AS HOLE WITHOUT THE p♦fS,ONA NPVC HORIZ.SLIDER REV.LETTER: NTS HEFT CWS-871 HE NOTES ON SHEET 2. A OF 8 8/4/2014 Florida Building Code Online Certified By 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 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 RO II CWS-871A (HS-8200. 74 x 63, IMPACT).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. FL16736 RO AE DuPont PVB NOA 13-0129 27.Ddf I FL16736 RO AE EvalReo CWS-871A(HS-8200. 74 x 63, i IM PACT).Ddf FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created bv IndeDendent Third Par : Y 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63", XOX. Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FL16736 RO 1I CWS-869A (HS-8200. 111 x 63. IMPACT).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111"x 63", DP +/- 60 psf. FL16736 RO AE DuPont PVB NOA 13-0129 27.Ddf FL16736 RO AE DuPont SGP NOA 11-0624 02.Ddf FL16736 RO AE EvalReD CWS-869A (HS-8200. 111 x 63. I M PACT).Ddf FL16736 RO AE Ouanex (Mikron) NOA 12-4Q3�02.Ddf Created by Independent Third Party: Yes• • • •••• •••• • • Contact Uc•; 1440 Nnrth Mnnme Street.Tallahaccee FI 42709 Phnne,ASO-4A7-%94•• •••• so:*** The State of Florida is an AA/EEO employer.Cppyrinht 7007-2017 gtata of Florida. ;; Privacy Statement::Arraca • g tement;; 4 9-aterrim•••• •• •• •••• • • 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 ArRatt 9UP487.1395. *PurAjant to Section • 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the 1epartRient with an email address if they have • one.The emails provided may be used for official communication with the licensee.However email addresses are ptiblic record.If you ao r.Wt vCsa to supplf if•••• personal address,please provide the Department with an email address which can be made available to the public.Todetermise if you ar%a licensee under CWpter • 455,F.S.,please dick herr. • • • ••••• Product A • roval Accepts: •• • • ••• • • PP P • • • ® -._ •• • scLurityhi vi'mcs http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TgPbhLz6ontOEOKIGvLUCMRiayuj6bIlkg%3d%3d 2/2 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 869A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ),XOX 111"x63" unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44`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-869A,signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3887-3,-3A,-4,and 4A, by National Certified Testing Laboratories, Orlando, FL,signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS-869A, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-869A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869A ." . . .... ...... • Achieves design pressures of+/-60 psf •••• •• • • Is Large Missile impact resistant and does not require the use of shutte-rs•••• '••••• Goo*:* • May be used in the High Velocity Hurricane Zone 000:00 ;....; • In the operable sash,requires Dupont Butacite PVB Interlayer per Mi4t Tade N<),I,• ,••••• 13-0129.27,and in the fixed glass requires Dupont SentryGlas Ionoplas formerly SGPT ..:..' Interlayer per Miami-Dade N.O.A. 11-0624.02 00"000 •• •••••• • Requires Quanex white rigid PVC frame extrusions per Miami-Dade Nb:4: 12-1017'02 '. • ...... Certification of Independence: I do not have,nor do I intend to acquire,no;will 4 acqui feia• •••• financial interest in Custom Window Systems or in any company manufacturing or distrib%titlg: products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ��ti�►�0�©RE VVt��`i,► :ter No 58201 • ;'P ® 2/24/2014 Ca�. STATE OF .: Lucas A.Turner,P.E. ',�' •�":C a R P,'N *'� FL PE#58201 111611111140 2014-02-24 15:48-05:00 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT ••• ••• •••1.LHE PRODUCE SH�IIHEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • • • • • •T FI.0WX ILDI CODE(FBC),CURRENT EDITION,INCLUDING THE HIGH VELOCITY • • • • • *HURRICANE ZONE(HVH210. • ♦ • 2.GLAZING ANS:(SEE SHEET 3) 113.CONFIGURATIONS: MAX.OVERALLL FLANGE WIDTH A)"X/O/X"FLANGE IMPACT W/IMPACT HOOKS IN JAMBS,AND IMPACT HOOKS IN HEAD ••• .0. g)rydO/J 1 M II jFfA1tT W/ROTARY LOCKS IN JAMBS,AND IMPACT HOOKS IN HEAD 11 • ••• ♦ • • • •! MAX.UNITT WIDTH • • • • ♦4.�6$IGNPRESSU•RF•RATINGS: A E G • • • • • *JERATN/E DESIGPOLOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM 7 8 9 •• • • E-t0Q04••• •♦ -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 O THIS PRODUCT.SEE SHEET 7-9 FOR INSTALLATION DETAIL.WINDLOAD DURATION H I I 7 FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 9 I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.THE F 64 1/4" IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL 8 MAX.OVERALL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO e FLANGE HEIGHT HURRICANE FORCE WINDS AND/OR FLYING DEBRIS. 7 X O 63" 7.ALL FRAMES AND VENTS ARE FULLY WELDED SMALL JOINT SEAM SEALER USED AT MAX.UNIT FIXED MEETING RAIL AT HEAD/SILL. HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. 59 9/16" MAX.SASH 9.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO HEIGHT PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE c� RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 561/4" 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0= GLASS DLO FIXED SASH I I 11.SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR 4_ILOCATION. -- -- -- -- '' -- -- 12.WEEP SLOTS=1/4"X 1"LOCATED 4"FROM BOTH ENDS D 58 13116" 24 5/8' 7 GLASS DLO GLASS DLO 49 15/16" GLASS DLO 2715116" MAX.SASH WIDTH DESIGN PRESSURE RATING x60 PSF LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 CustVl/L JVr F ..P I-� vmND 7VVSYSTENS1,M TABLE OF CONTENTS No 58201 VP: 1900 SW 44TH AVE. ?* * OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS................1 * RLE yy n' r GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT ANCHOR SCHEDULE AND NOTES...............2 4 'S1 STATE OF .40 DESIGN PRESSURES&GLAZING................3 '.p`., .41 SERIES: DRAWN BY: ATE: SECTIONS&ALT.FRAME.............................4-5 PROPRIETARY AND CONFIDENTIAL 2/24/2014 �1,'n`•'P( P`�.� 8200HVHZ TEF 10/11/2013 EXTRUSIONS&BILL OF MATERIALS...........6 THE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �i��ss••Op1Q`NQ`��, ODELPVCHORIZ.SLIDER SCALE: NTS 1.NO.: CWS-669 INSTALLATION DETAILS...............................7-9 WRITTNPERMISSIONOFCUSTOMWINCDOWS STEMS,INC.SPROHIBI PROHIBITED. �iR4p,jONA114% EV.LETTER: A HEET: 1OF9 • . . . • . . . . • 6"MAX.(TYP.) A C 3 3" FASTENERS TYPICAL R 4' X.(TYP.) F 6" 6" HEAD AND SILL AT FMR • D • ••• r 16.D.C.-I +• •�.�. 1-�eMA�p c.IT MAX.O. • • • • • • • • i i 6"MAX4"MAX. Y .(fYP.) 17"MAX.O.C. (SHEET 4) I MAX.O.C. , I (SHEET 5) (TYP) (TVP.) • • • • • ••• •• I B X 0 X B E X O X E (SHEET 4) INS1 kLLATION (SHEET 5) ANC ORS TYP. I I I I I I I I I I I I I I I I I INSTALLATION -- ANCHORS TYP. A D (SHEET 4) (FIXED RAIL) (FIXED RAIL) (SHEET 5) 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 12"SHALL BE ACHIEVED IN EITHER DIRECTION. 5. 10 N I I T I A MIN.E N 1 3/8 I 2 I I M I AN 7 HAL HI I I I I 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. 8.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" 2/06201 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ////CHAN / 10 A.WOOD INSTALLATMINIMUMION HSOPECAFIC GITIES RAVITYOR PRODUCTS OF G=0.55(SOUTHEIN ARE BASED ON RN PINE OR GREATER)TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ♦`,��wwwnn��PpORE4,�TGV `V//L®,/ B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. GP.•��G E N......... F. Q .� „ a , w1NDOWVSYSTEMS� 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. ?*: R Z OCALA,FLORIDA 34474 E.STEEL-16 GAUGE(.060")MIN.,33 KSI MIN. ; 9 .Q. TITLE: ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ,7 ANCHOR 9; STATE OF ,w: ♦ SERIES: DRAWN BY ATE: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT i� T ��• 8200 HVHZ TEF 10/11/2013 PROPRIETARY AND CONFIDENTIAL 2/24/2014 �i�• 4 P MODEL: SCALE. WG.NO.: FMA AIAOMA0100(FIN WINDOWS),DFMA AA A 200(FLANGE WINDOWS), WINDOW Rm N SYSTEMS,INC. .ANY R PR DUCCTow sTHE INFORMATION CONTAINED IN THIS rsPARN+TORicis PROOLE EDHOUTTHE IS THE SOLE PROPERTY OF CUSTOM '�"�'9/0"*' 0:6 PVC HORIZ.SLIDER Ev.LETTER.NTS HES CWS-869 FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). �a�uq� A zoFs • •6• • • • 006 ....• • .• 6 .•..•. •. . . . . 6 • •0• • • • 060 • • • • ••• • • • ••6 • • • • • • • 4040 • • • • • • • • • • • •• • • • • • • 4040• • • • • • • • • • • • • • • • • 0640 • 7/8"OVERALL •• • • • •• ••• •• • • • • • • • • • 7/8"OVERALL • ••• • • • • •• • 3/16'ANNEALED OR 6EMDERED• • •• • • 1/8'ANNEALED OR TEMPERED 1/4"AIRSPACE •• 6 • • • • 000 •• 3/8'AIRSPACE 7/16'LAMI 5/16"LAMI 3/16"ANNEALED 1/8'ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER .090 DUPONT PVB INTERLAYER 3/16"ANNEALED 1/8"ANNEALED 9 PURFECT GLAZE"H" SIKAFLEX 552 9 PURFECT GLAZE-H' SIKAFLEX 552 1/2"GLASS BITE aQ 1/2"GLASS BITE GLASS TYPE B GLASS TYPE A SASH GLASS FIXED GLASS FULL SIZE FULL SIZE LUCAS A.TURNER,FL P.E.58201 A CHANGEDD EED�DG.��E DIST FROM 1/4"TO 7/16" 2/06/201 �y0P�yOREW�T�!'O'i Custl///L®,� E N gF.,Q2 WINDOW SYSTEMS Q, �v:• No 58201 �-P t 1900 SW 44TH AVE. OCALA,FLORIDA 34474 TITLE. GLAZING-LARGE MISSILE IMPACT 3% STATE OF :/iSERIES: DRAWN BV: A7E: PROPRIETARY AND CONFIDENTIAL 2/24/2014 �� "'� Q' `�'�� 8200 HVHZ TEF 10/11/2013 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��ls•.......... .......1 O••G\�, MODEL:PVC HORIZ.SLIDER CALF: 1.1 WG.NO.: CWS-869 WINDOW SYSTEMS.INC.ANY REPRODUCTION IN PART OR AWRITTEN PERMISSION OF CUSTOM WINDOWS STEMS,INC.SIS PROHIBITED. WITHOUT THE EV.LETTER: A HEET: 3OF9 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • IN EMOR • • • • • • • • • •• 0 15 1 13 43 45 • • • • • ••• • • • • • • • • • • • 19or49 1 p •• • • •• 8 1 40 • ••• • • 18 17 30 • • • • • • • • • • • 18 0 41 •• • • • • 4 11 g 30 11 8 2 5 6 1 SECTION C-C EXTERIOR 3 NOTE:SHOWS FIXED LITE CUT-AWAY 5 3 SECTION B-B 4 40 13 1 45 HEAD IMPACT HOOK(iYP.) p MIDSPAN OF SASHES 43 (ITEMS 44 8 46) 46 18 1 I I 31-37 I 1 18 a 18 16 11 50 8 1 14 HOOKS(ITEM 42) ARE LOCATED 2)THE *ALTERNATE JAMB ROTARY LOCKS 8 c� THIRD POINTS ALONG THE FRAME JAMBS. EXTERIOR INTERIOR 1 I I I 14 30 -- -- -- -- -- 16 HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) 9 6 LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 18 ,`%p1611 of f" ��ENSFLQZ vviNDCvvsys7m[_,pup 10 Z t� No 58201 ;�� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 * RLE: �— SECTION VIEWS FLANGE FRAME-LARGE MISSILE IMPACT 1 �� '9•; STATE OF :<U: i 0 (VSERIES: DRAWN BY ATE: SECTION A-A ROPRIETARYAND CONRDENTIAL 2/24/2014 '��^ •A,4 P �� 8200HVHZ TEF 10/11/2013 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '? •'D.R.�O••0� MODEL:PVC HORIZ.SLIDER CALE: NT$ WG.NO.: CWS-869 WREN PERMISSION OF CUSTOM WINDOWS SYSTEMS.INC.SIS PROHIBITED.ED.��THE 'p440(y Al�N,,� EV.LETTER: A HEE. 40F9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • ..• 5 . . . . . . . .. . • • • • • • • • • INTERIOii• 4 • • • • • • ••• • • • • • • • • • • • 15 0 1 13 19 or 49 •• ••• •• • • • 8 1 a • • • • • 11 4 •• • • •• 18 18 p 45 43 8 30 2 5 6 4 46 EXTERIOR 18 3 31-37 44 SECTION E-E 18 16 J�'IGPAN MPACT HOOK(TYP.) 11 50 OF SASH S 44 8 46) 6 ROTARY LOCKS(ITEM 23) ONLY ENGAGED 47 p ' PRIOR TO HURRICANE EXTERIOR INTERIOR FORCE WINDS. 14 30 30 j LOCKS ARE LOCATED AT THE 11 THIRD POINTS ALONG THE FRAME 16 JAMBS. 6 8 9 9 Q 18 ^ � X SECTION F-F ' I 7 NOTE:SHOWS FIXED LITE CUT-AWAY 10 -- -- -- -- -- pn 92_ HEAD IMPACT HOOK/UAMB ROTARY LOCK LOCATION q (FIN FRAME) LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 SECTION D D .........., Pp1DREW r•,,�� /�]/(�/��]®,� v: No 58201 ;1)r 1900 SW 44TH AVE. * * OCALA,FLORIDA 34474 n; TITLE: �- SECTION VIEWS FIN FRAME-LARGE MISSILE IMPACT Z.7- ' 01 STATE OF ,CCI: i� " SERIES: DRAWN BY ATE: ;v". p,:�,�. 8200 HVHZ TEF 10/11/2013 PROPRIETARY AND CONFIDENTIAL 2/24/2014 " '6,4 o R 1 n.•'� I THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 'i S (�� MODEL: SCALE: DWG,NO.: WRRT N PERMISSION OFCUSTOM WINDOWS STEMS,INC.IS PROHIBITED.HOUT THE ''��IS�ONA��EN��`` PVC HORIZ.SLIDER REV.LETTER: A HEFT: SOF 9B69 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... tem# Pan# Description Vendor Material SASH CORNER FRAME CORNER 1 W6049 Main Frame,SHA IS,Range,PVC Muton PJC 2 H-1681 Fixed Rall,Heavy Duty,Aluminum Keymark Alum 31 ••• : t�3 1 �!... 1/8" 2 CONSTRUCTION CONSTRUCTION 3 S-6077 Cover,HD Fixed Rai,PVC Muton W C • • • • • • • • • • 5 P-4638 #8 x 2 12"Ph Mod Truss Type A TEK2 Ajax Steel • • • • • • • • 1 7/8• 6 83342 Seam Sealer,SM-5504 Schnee Silicone • • 1 • • 7 S-1776 Roller Track Keymark Alum • • • 4 8 S-6013 Screen Adapter,Jamb,PJC Mikron PJC 211/16" -31/8' 9 S-6014 Screen Adapter,Head d Sill,PJC Mkon PJC 10 84479 Weep Cover w/Rap M&M Nybn O • • • •• ALUM HD MTG RAIL-1681 CORNER WELD CORNER WELD 11 S-6064 Glazing Bead MITon P/C • • • • • �g/1d' (ALL SIDES) 12 H-6050 Sash Meeting Rail,PJC Mkron P/C • ••• • • • • • • 13 H-6051 Sash Rill Rail,PJC Mkon PVC • • • • • • • • r 1 1/4" FIXED MEETING RAIL • • • • • • �..�• 1• • 15/16` SCREWED TOGETHER 14 H-6052 Sash Top/Bot.Rail,P/C Muton PJC PVC FRAMs FNAN( -619 • • • ••• • 3 7/16• 7 WITH OUTERFRAME 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum PVC FRAME FIN-6048 16 H-1498 Reinforcement,Sash,Side Rail Keymark AlumPVC 3/16•—� ALUM ROLLER TRACK-1776 2 17 H-1699 Reinforcement,Sash Rli Rai Keymark Alum 18 83429 Wstp.,0.270 x.187 back FmSeal,Gray Uirafab 1 PVC HD FIXED RAIL COVER-5077 1 1/8"�{ 19 83783 Lock impact,P/C Interlock 1 15/16" 20 84051 #8 x 1 1/4"Ph Rat Tek Wht. Fastenal Steel 2 3/16" 14 21 P4069 Keeper,Inpact,PJC Interlock 1 1/8" 22 83539 98 x 3l4"Square PH Tek Wht. Fastenal Steel 1 5/8" 9 5 6 23 P-4958 Rotary Lock Interlock 1 5/8" 1 5/8" 19 F13/1) 5/16" 124 84633 8-32 x 12"Barrel Fastener InterlockPVC SCREEN SUPPORT-6014 PVC SCREEN CATCH-6013 25 84952 Keeper,Rotary Lock Interlock26 84779 Boller,Tandem M&M Nylon 3/16" 40 27 83541 #8 x 12"Quad PH TB(2 Zinc,Screw Fastenal Steel H 7/8"�i 28 GLASS See Sheet 3 PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 _ 3• —{t/2•�- 29 84648 Glazing,Sikaflez 552 a Purtect Glaze"Fr FbnkeVSika Silicone 0 9/116" 43 30 83028 Set.Blk,85 Dur.,118"x 7B"x 2"Lg. Frank Low a Rubber 7� 31 83218 Screen Frame Allmetal PoIIForm 3/4" I SCREW SUPPORT-3113 IMALUM REINF.PACT HOOK FOR 2 32 P-4754 Screen Corner Key —Allnetal Nylon 3/16" 1 33 P-4755 Screen Corner Key w/Safety Tab AIlmatal Nylon 5/8•�{ 15 3/4. 48 1/4" 34 83029 Screen Pull tab Sunrrit - 35 83033 Screen Spring Ra.SpringSS 1• 15/16" 1/16' ` 36 83228 Screen Spline papa �}--FT 7/g• 11 37 84772 Screen Cloth,Fberglass 15/16" 40 83113 Screw Support,P/C Team Plastics Rubber ALUM SASH MTG.RAIL-1497 ALUM S.B.R./S.S.R.-1498 ALUM.SASH REINF.-1699 PVC ANTI-LIFT INSERT-6005 PVC GLAZEBEAD-6064 41 83752 Cap Rug,12"Hole M&M Nylon 42 S-1577 impact Hook Frame.Jarrb Keymark Alum 43 S-1112 Reinforcement,Head,Jamb for S-1577 Keymark Alum r— 44 5-2000 impact Channel,Sash Keymark Alum I 0 3/16" 3/16" 45 83748 #6 X 5m8 Ph Ri TBC,Zinc,Painted,Screw Ajax Steel 1 O 46 S-1999 Impact Hook Frame,Head Keymark Alum O IFE 47 W6048 Main Frame,SH4iS,Rn,PJC Muton PJC 48 S-6005 Roller Track P/C,(AntFlift) Muton P/C 49 85250 Lock Impact,PVC,w/Ripper Interlock qq 1 5/16" 46 50 P-4730 #8 x 12"Ph Mod Truss TBC Fastenal Steel 0 3/16" PLAN VIEW-2000 ALUM PANEL IMPACT CATCH-2000 PLAN VIEW-1999 ALUM HEAD IMPACT HOOK-1999 LUCAS A.TURNER,FL P.E.58201 (A,TC,y1 HANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/20 wNclolwsrsreis[IIr " No 58201 :- 1900 SW 44TH AVE. OCALA,FLORIDA 34474 I * RLE: !-1 5/16" EXTRUSIONS&B.O.M.-LARGE MISSILE IMPACT Z9 STATE OFW: PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 O •/,U SERIES DRAWN BY: ATE: PROPRIETARY AND CONFIDENTIAL 2/24/2014 --''N% o •' ( Q -8200 HVHZ TEF 10/11/2013 OTE: ITEMS 4,38,AND 39 ARE NOT USED. THE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLE PROPERTY OFCUSTOM -i�S••••....1 GA �•""Q\`,� MODEL: CALE: WG,NO: LL ALUMINUM EXTRUSIONS ARE 6063-T6. WINDOW PERMISSION.ANY R PR DUCTIO SYSTEMS,INC. WHOLE HOUTTHE --ry#S'p)yA±EN�. PVC HORIZ.SLIDER REV.LETTER:1 2 HEET: CWS-869 A 6OF9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SEALANT BETWEEN BUCK 1 BY WOOD BUCK BY OTHERS AND OPENING BY OTHERS • • • • • ••• • • • • • • •• • 1/4"MAX SHIM CONCRETE/MASONRY • 1*3"MAXSHIRI • • • •• (SEE NOTE 1) BY OTHERS (SEE:Ol 1)••: • 0 1 3/ 8"MIN EMBEDMENT • • ••• • (SEE NOTE 1) INSTALLATION ANCHOR, 3/16"DIA.MASONRY SCREW A MIN EDGE DIST W/WASHER THRU SCREW ' (SEE NOTE 1) SUPPORT(SEE NOTE 1) e - CONCRETE/MASONRY -�. •• • •• •• BY OTHERS •_ • • • • A INSTALLATION ANCHOR, 0 WOOD ANCHOR W/ • • • • • 2 1/2"MIN EDGE DIST WASHER THRU SCREW A • • • ••• •• •• • SUPPORT(SEE NOTE 1) SEALANT BETWEEN BUCK (SEE NOTE I) AND OPENING BY OTHERS •�.; ti 21/2•MIN EDGE DIST SEALANT BEHIND SEALANT BEHIND 2 BY WOOD BUCK BY OTHERS (SEE NOTE 1) I 1 1/4' MAX SHIM FLANGE BY FLANGE BY INSTALLER INSTALLER SEALANT BETWEEN BUCK (SEE NOTE i) AND OPENING BY OTHERS PERIMETER SEALANT PERIMETER SEALANT EXTERIOR FINISH 1 1/4"MIN EMBEDMENT ..: EXTERIOR FINISH BY INSTALLER BY INSTALLER BY OTHERS (SEE NOTE 1) � BY OTHERS :•.: ' •• KC1HORIZONTAL SECTION • �7 J FRAME(WOOD) `1 1 BY WOOD BUCK BY OTHERS B HORIZONTAL SECTION 7 FRAME(MASONRY) OTE:HEAD AND JAMB EXTERIOR FINISH IMILAR FOR 2BY INSTALLATION. 1/4"MAX SHIM BY OTHERS ILL INSTALLATION SAME AS SHOWN BELOW. PERIMETER SEALANT (SEE NOTE 1) BYINSTALLER SEALANT BEHIND INSTALLATION ANCHOR,3/16"DIA. INSTALLATION ANCHOR, MASONRY SCREW w/NEOPRENE FLANGE BY INSTALLER 3/16'DIA.MASONRY SCREW BACKED WASHER THRU SCREW wIWASHER THRU SCREW SUPPORT(SEE NOTE 1) SUPPORT(SEE NOTE 1) SEALANT BEHIND FLANGE BY SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER INSTALLATION ANCHOR,3/16"DIA. PERIMETER SEALANT 1/4"MAX SHIM MASONRY SCREW wINEOPRENE BY INSTALLER (SEE NOTE 1) BACKED WASHER THRU SCREW SUPPORT(SEE NOTE 1) EXTERIOR FINISH -•p• •• p BY OTHERS p p' p• SEALANT UNDER SCREW p•e • C�• • p•�• •�•> • . 1 1/4" MIN EMBEDMENT SEALANT FLANGE YEHIND HEAD BY INSTALLER •p �• p. C•.•p•. p p p (SEE NOTE 1) .p.e• P p -•.• INSTALLER HIGH STRENGTH STRUCTURAL p -•R i p p,pip• pip GROUT BY OTHERS PERIMETER SEALANT CONCRETEIMASONRY BY INSTALLER 1/4"MAX SHIM BY OTHERS 21/2 MIN EDGE DIST (SEE NOTE 1) (SEE NOTE 1) EXTERIOR FINISH 1.1 BY OTHERS > SILL STOOL D ALTERNATE PRECAST SILL DETAIL •.`•� �� BY OTHERS 7 FRAME(MASONRY) ►•►..t•�,�. .. • ,• �.::::. �:. USE SOLID WOOD SUPPORT TO MAKE LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 •►..•. ��' •�•� :' :�•� ��•,�••�:!• ►�••• •.�'�• SILL LEVEL,BY OTHERS N � r ®./IEMBEDMENT , POEH.. ;" • ?(.!" (SE NOTE 1P .Q < Vr CONCRETE/MASONRY VANCOWSYMElvS1_4P--AF BY OTHERS L-2 1[2 MIN EDGE DIST No 58201 :11 1900 SW 44TH AVE. (SEE NOTE 1) ?*; l* OCALA,FLORIDA 34474 K)VERTICAL SECTION 7 FRAME(MASONRY) ' :�' ❑Le. INSTALLATION THRU FRAME DETAIL-LARGE MISSILE IMPACT 9; STATE OF i O •�♦ SERIES: RAWN BY: ATE: PROPRIETARY AND CONFIDENTIAL 2/24/2014 'nom' 8200 HVHZ TEF 10/11/2013 OTE 1:FOR CLARIFICATION ON ALLOWABLE ANCHOR TYPES,EMBEDMENT$, THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ',�i�S R P•O\�`` ODEL: CALE: WG.NO.: HHIM GAPS,AND E NOTES ON SHEET TRATE RESTRICTIONS REFER TO WRI�N PERMISSION.ANY REPRODUCTION IN PART CUSTOM WINDOW SYSTEMS,R AS WHOLE WITHOUT THE ��iONA�EN+` PVC HORIZ.SLIDER LETTER:NTS HEEr CWS-869 A 7OF9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . . . . . . .. . . . . . . . . . . . .. . . . . . . ... . . . . . . . . . . . . 11/2 MIN EMBEDMENT (SEE NOTE 1) SHEATHING BY OTHERS •• • • • •• ••• •• • ••• • • • • •• • EXTERIOR FINISH INSTALLATION ANCHOR, • • • • • •• • • BY OTHERS 8 WOOD SCREW W/WASSFIER• • • • • • • • e•O.O• (SEE NOTE 1) •i • • • • • ••• •• 7/16"MIN EDGE DIST SEALANT BEHIND FIN "O• 2 BY WOOD BUCK BY OTHERS (SEE NOTE 1) BYINSTALLER 2 BY WOOD BUCK BY OTHERS 1/4"MAX SHIM e�d• (SEE NOTE 1) WINDOW WRAP BYINSTALLER •d INSTALLATION ANCHOR, 8 WOOD SCREW W/WASHER PERIMETER SEALANT af�4 (SEE NOTE 1) BYINSTALLER (SEE MIN EDGE DIST (SEE NOTE 1) 1/4"MAX SHIM (SEE NOTE 1) 11/2 MIN EMBEDMENT (SEE NOTE 11)) T � cr SHEATHING •d•° be BY OTHERS 'g� O�o;��d'•o°d• EXTERIOR FINISH WINDOW WRAP BY OTHERS BYINSTALLER SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER F HORIZONTAL SECTION 1/4'MAX SHIM B FIN(WOOD) (SEE NOTE 1) SEALANT BEHIND FIN BYINSTALLER 7/16"MIN EDGE DIST EE NOTE 1) PERIMETER SEALANT er°'g• (S BYINSTALLER cc WINDOW WRAP °e o• 2 BY WOOD BUCK BY OTHERS BYINSTALLER -,4 0• LUCAS A.TURNER,FL P.E.58201 A TCHANGED EDGE DIST FROM 1/4"TO 7/16" 2/06/201 INSTALLApa° 8WOODSCCREWW WASHER ��>��%��lOREW�T�i�i cj&om�� EXTERIOR FINISH l//�L BY OTHERS ° (SEE NOTE 1) �� 5 • G �i �.�p..�.GEIVSF-,pyo VHf�DOVV$Y$�EPLSI I SHEATHING 11/2 MIN EMBEDMENT ��:• No 58201 '11 1900 SW 44TH AVE. BY OTHERS (SEE NOTE 1) OCALA,FLORIDA 34474 CT)VERTICAL SECTION --G; C FTLE: 8 FIN WOOD �� "�t STATE OF ,1p� INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPACT (WOOD) 'Q •(�j� SERIES: DRAWN BY: ATE: PROPRIETARY AND CONFlDENTIAL 2/24/2014 'n•"c 8200 HVHZ TEF 10/11/2013 OTE 1:FOR CLARIFICATION ON ALLOWABLE ANCHOR TYPES,EMBEDMENTS, THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '��i�s• O R .P,©\?�, ODEL SCALE: DWG.NO.: HHIM GAPS,AND E NOTES ON SHEET TRATE RESTRICTIONS REFER TO WR DO II PERMISSION.ANY CUSTOM REPRODUCTION INDOW SYSTEMS,INC.AS WHPROHIBITED.WITHOUT THE � Sip1YA±E0,�� PVC HORIZ.SLIDER REV.LETTER:NTS SHEET: CWS-869 A 8OF9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ••• • ••• • • • • • • • •• • 1/8"MAX.SHIM • • • • • • • • • • •• SEE NOTE 1 • • • • • • • • • • 1/8"ALUMINUM QR 1/16'%TEEL MIN.AEO'D • ••• • INSTALLATION ANCHOR, (SEE NOTE 1) #10 SCREW(SEE NOTE 1) PERIMETER SEALANT •• • • • •• ••• • BYINSTALLER • • • • • • • • • 1l8" MAX.SHIM • ••• • • • • •• • (SEE NOTE 1) • • • • • •• • • SEALANT BEHIND FLANGE •• • • • • • ••• •• BYINSTALLER a PERIMETER SEALANT INSTALLATION ANCHOR, BYINSTALLER #10 SCREW(SEE NOTE 1) SEALANT BEHIND FLANGE BYINSTALLER HORIZONTAL SECTION INSTALLATION ANCHOR,#10 SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT(SEE NOTE 1) SEALANT BEHIND FLANGE 1/8'MAX.SHIM BYINSTALLER (SEE NOTE 1) PERIMETER SEALANT 1/8'ALUMINUM OR 1/16"STEEL MIN.REO'D BYINSTALLER (SEE NOTE 1) CONTINUOUS DOUBLE 3/16^BEADS of TREMGLAZE U7600 SEALANT LUCAS A.TURNER,FL P.E.58201 A C�HA/N(GGEEDD EDGE DIST FROM 1/4"TO 7/16" 02/06/2014 FRAMER ANENT D CK BOUND Y INSTALLER.TERATALLINDICATEDPOINTSBETWEEN ,,,�0"%V41DREW,'lG��. CN►7[•!/1/L®•, 1.��..��CENSF.,py., WINAUVVSYSTEMS�,PC (Gl VERTICAL SECTION 1900 SW 44TH AVE. OCALA,FLORIDA 34474 RLE: INSTALLATION PORCH ENCLOSURE DETAIL-LARGE MISSILE IMP. OF .40+ �(V� SERIES: DRAWN BY ATE: ,�,,c 8200 HVHZ - TEF 10/11/2013 PROPRIETARY AND CONFIDENTIAL 2/24/2014 �i •.C O P'\�� OTE 1:FOR THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��5 •..R `G' ,� MODEL: SCALE: DWO.NO.: HIM GAPS, ND SUBSTRATE RESTRICTIONS REFER TO YPES,EMBEDMENTS, WINDOW PERMISSION.ANY REPRODUCTION IN PART OR CUSTOM WINDOW SYSTEMS,IRA. WHOLE PROHIBITED. THE ,�I#�S�dNA� , PVC HORIZ.SLIDER REV.LETTER;NTS HES CWS-869 HE NOTES ON SHEET 2. A 9 OF 9 t 8/6/2014 Florida Building Code Online s'lorida lD:�rt(11Ei'll BCIS Home Log[n User Registration Hot Topi6 i Submit Surcharge ; Stats&Facts - Publications FBC Staff BCIS Site Map Links Search Busines "'I Professil I�1 *USER:Product Approval Public User Reg ullation Product Annmval Menn>produrf or Annlica[ion Searrh>fFL9520-R4 Application Detail FL# Application Type ision 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 ekoss@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace 4,060 Address/Phone/Email 1900 SW 44th Ave. • ` • • 0000 0000•• Ocala, FL 34474 • • • • (352) 368-6922 Ext 291 •• • 0 ••`• •• btenace@cws.cc 090.0• •• • 0000•• • 0000•• • • • 0000•• Quality Assurance Representative Cal Ledy ••+• 0000 • • Address/Phone/Email 1900 SW 44th Ave. 9+9• 0000 ••.0•• Ocala, FL 34474 •9909• •••• 0000• (352) 368-6922 ••`••` ••i• 0000•• cledy@cws.cc ` 0000•• • • • • • • 0000•• Category Windows �`•`•` • • Subcategory Mullions • • • •0•••• Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M. Urich, PE ✓ Validation Checklist- Hardcopy Received Certificate of Independence FL9520 R4 COI EvalReo CWS-836(3 in Mull Imoa t) Ddf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://floridabuilding.org/pr/pr_app_dd.aspx?param=wGEV XQwtDgvIHvmuJRW cZl2gTuypub 1 NczUTV i3dRPw%3d 1/2 8/6/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/30/2012 Date Validated 10/30/2012 Date Approved 12/04/2012 Summary of Products FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R4 II CWS-836(3 in Mull. Imoa ).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R4 AE EvalReo CWS-836(3 in Mull Impact).Z and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, Horizontal &Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions • • • • •••• •••410• Approved for use in HVHZ:Yes FL9520 R4 II W 7 4•i II• m f • • Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 8201 • • • • Impact Resistant:Yes Created by Independent TMiti•g^: Yes •• • 000006 Design Pressure: N/A Evaluation Reports •••••• • • • •• • •• Other: Large Missile Impact; See Installation Instructions FL9520 R4 AE EvaIReD CW X37•(4 in Mull*"aact)pdf• • and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes • • Conditions of Use. •••• •••• ••• • •••••• •••• ••• • 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum. Tube Mullion, H--moo i on�&Vertica; Fin&Flange • applications. (IMPACT) �••�•� • Limits of Use •••••• •• Installation Instructions Approved for use in HVHZ:Yes FL9520 R4 II CWS-838(52 in Ali, Impact) Ddf :4100660 Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner•982019 • ••• • • Impact Resistant:Yes Created by Independent Third Party: Yes •• • Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R4 AE EvaIReD CWS-838(5.5 in Mull Impact) Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. tback E: Contact us:: 194n North Mnnm Street_Tallahassee FI 32329 Phone, ASn-4137-1A24 The State of Florida is an AA/EEO employer.Capyright nn7-0017 state of Florida ::privacy Statement::Acressihilry 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 brxL. Product Approval Accepts: In ® RE-idsecurity m r-tu rc http://floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypubINczUTVi3dRPw%3d 2/2 URNER 2080 Mauve Terrace North Port,FL 34286 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 836 October 26,2012 Product Description: PVC 3" Mullion H-1758 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-836,signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3833-1,-IA,-2,-2A,-3,and -3A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 3) Supplemental Calculations to support CWS-836,signed and sealed by Lucas A.Turner, P.E. 00... Installation: Units must be installed according to approval document CWS-136.0.. • 0••••0 *000:0 0000 00 0 0 0000 . . .. 00 .0000.•. Limitations of Use: This product: • • May be used up to the sizes and design pressures as shown in CWS-83;;using clip -aa.. : "': shown in CWS-836 0.00 0.00 0.00• • 0000.... 0000.. 0000... Is Large Missile Impact Resistant and does not require the use of shutters• • 0000 0000 ..00. ...... • May be used in the High Velocity Hurricane Zone 0000.... . .' • May only be used with Custom Window System, Inc. windows,please see inclividjgl.�:� 000000 window unit approvals for applicable design pressures and for more details'. %006: 0000 . . 0000. 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. ♦'`� Pr10RE6y ori Luras Tumor ;,�,� q�;•y�Cfav . '�Q •,+ 2012-10-26 11:23-04:00 No 58201 10/26/2012 A'3 STATE OF «tvz w • .•ttri Lucas A.Turner,P.E. �� 'S'• 0 A1 ? ;� FL PE#58201 jA� `Ci3 N �`10A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3" MULL BAR ELEVATIONS IMPACT MULL BAR INSTALLATION REQUIREMENTS: SHOWN W/DIFFERENT OPTIONS ••• ••• ••• 1.TF{E:IROIVCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE • • • • • • • • RILORI&A BLALOING CODE,CURRENT EDITION. • • • • • • ••• • • ••• ••• ••• 2.CQ� �U1RVtNS SHOWN:(SEE SHTS 2-3) ---- ----� 1:VERTICAL 2.HORIZONTAL •• • • • •• 3,4LJ MUIIILpN EXTRUSIONS ARE 6063-T6 ALUMINUM. O i •• :•• •• : % e 4@ • $EE AWON CHARTS FOR MAXIMUM DESIGN PRESSURES,LENGTH AND ANCHOR SCHEDULE. • • • (SHEETS 2-3* 7 j ANCHOR •• • • • • • ;CMTltl4OR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW — —_—_— ——_—_—_—_ OPENING AND ALL WOOD FRAMING AROUND WINDOW. CL ANCHOR 6.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCA CLIP LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR CONTRACTOR. 7.PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. OO 8.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 9.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10.1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. EXAMPLE HORIZONTAL MULLION SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW FOR SECTION VIEWS ONLY SYSTEMS,INC. ANCHOR 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT CLIP WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 8 —---—— ——————— ——— ——— 13.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. I I I I � I � O O O I I I LUCAS A.TURNER,FL P.E.58201 I �// I -------- -------- — — — �,pyOREW�T�� ANCHOR J�p`�:'�G F N S'.G�Q��ii CLIP V �. F'•'G, i WAIDOWS aE DOORS 16M Z'j.' No 58201 Fp: 1900 SW 44TH AVE. TABLE OF CONTENTS EXAMPLE VERTICAL MULLION •; _ OCALA,FLORIDA 34474 'F GENERAL NOTES&ELEVATIONS...........1 FOR SECTION VIEWS ONLY "a ;a GENERAL NOTES&ELEVATION-3"MULLBAR ANCHOR SCHEDULE.................................2,3 X90�. STATE OF :40 , :a. EXTRUSIONS&B.O.M...............................4,5 p.,c IMPACT MULL BAR ADE 09/27/2012 MULL BAR SECTION VIEWS.....................6,7 THE INFORMATION CONTAINED INTEHI DRAW NG�IS�THHE OLE PROPERTY OFC/USOTI M '��I�S�C....... \��, ?LE: Wil, O INSTALLATION DETAILS...........................8,9 WRITTEN PERMISS,INOFACUSTOM WDUCTIOINDOW IN PARTOR STEMS,NCSS WHOLE ITWITHOUTTHE %, '9/pMA��EN�O` 3"ALUM.MULL v I r NTS T` CWS-836 rL 1 OF 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Design Pressure Chart,PSF,for Non-Intersected Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws or 3/16"ITW Tapcons per each end of mullion OPENING SIZE(in.) 0 0 0 0 0 000 39 45 51 57 63 69 11753/8 81 87 933/8 11 0 6 132 138 1453/8 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SOA 0804 SpA 0804 080.0 811.0 29.0 80.0 80.0 TWIN/TRIPLE 343 50.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 0804 1 90A 08011 1111.0 No.0 7!11.0 80.0 80.0 HORIZONTAL MULLION x 483/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 9b.0 80.0 ).0 16.0 0 Al 80.0 80.0 65.0 Z531/8 $OA 80.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 650 650 19 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 -� „a 63 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 789 76.6 74.8S .0 65.0 OPENING Hj 65 65.0 65.0 65.0 65.0 65A 65A 65A 65A 65A 65A 654 (iA• 0654 34 ir- i = �. r SIZE £ 68 65.0 65.0 65.0 65.0 65A 65A 65A 65.0 65.0 65.0 65.0• A!D• 1f:;i !, ``� °• - w 72 65.0 65.0 65.0 65.0 65A 65A 65A 64.9 61.7 59.1 56.9 .7 AL Design Pressure Chart,PSF,for Non-Intersected Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws or 3/16"ITW Tapcons per each end of mullion OPENINGS IZE(in. 39 45 51 57 63 69 753/8 81 87 93 99 107 3/8 114 120 126 132 138 1453/8 MULL LENGTH 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 G 423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 F 483/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 TRIPLE Z 531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 HORIZONTAL MULLION w 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 65.0 65.0 65.0 ,1 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 $OA 80.0 80.0 80.0 80.0 65.0 65.0 Hj 65 65.0 65.0 65.0 65.0 65.0 65A 65A 65.0 65.0 65.0 65A 65.0 650 a'4 :-i^.F E 9 68 65.0 65.0 65.0 65.0 65.0 65A 65A 65.0 65.0 65A 65A 65.0 t. k 72 65.0 65.0 65.0 65.0 65.0 65.0 65A 64.9 61.7 59.1 569 53.7 - -' 6��r^""r, -,.gr `, ., i'�n.rt w N U1 Z NOTES: TRIPLE z VERTICAL MULLION w 1.FOR CLIPS INTO CONCRETE CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 3/16"DIA ITW TAPCON. O MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE I--MULL LENGTH THRU CLIP OR THRU 1X BUCK.A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE _ SHALL BE MAINTAINED.A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8"SHALL BE ACHIEVED IN ANY DIRECTION. C 2.FOR CLIPS INTO WOOD CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH#10 WOOD SCREW WITH r INTEGRATED WASHER.WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT J TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN INTO 2X WOOD BUCK THRU CLIP.A MINIMUM WOOD EDGE DISTANCE OF 7/8'SHALL BE ACHIEVED IN ANY DIRECTION.A 5 CV VERTICAL MULLION VERTICAL MULLION HORIZONTAL MULLION MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4"SHALL BE MAINTAINED. I2 r 3.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT I IW L APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL -r T N DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD OPENING SIZE c4 SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE WOOD SCREW Lry z INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF B w w z PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. - wa J J O J J 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. TWIN g DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO VERTICAL MULLION ll PREVENT REACTIONS. r LF--- OPENING SIZE--I �-I OPENINGSIZEI- -MULL LENGTH --� 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION I D C INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM = C STRENGTH SPECIFIED BELOW. c~7 w 6.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE LUCAS A.TURNER,FL P.E.58201 FOLLOWING PROPERTIES: J A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) ��44i B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. vAOREW "t T ., C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90. I 'VG E N D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. L G \. F -P WINDOWS h DOORS E.STEEL-.060*THICK MIN.,33 KSI MIN. v;' No 58201 -: 1900 SW 44TH AVE. OPENINGSIZE--� =*: *_ OCALA,FLORIDA 34474 7.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY A ANCHOR SCHEDULE,3"MULL BAR,NON-INTERSECTED - h OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: �'� ;a� - - FMA/AAMA 100(FIN WINDOWS), �� 9; STATE OF k+ ,- ,,,,,, FMA/AAMA 200 FLANGE WINDOWS), y0•• p IMPACT MULL BAR - ADE a 09/27/2012 ( ) PROPRIETARY AND CONFIDENTIAL 10/26/2012 . '• P' FMA/WDMA 250(BOX WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 'IFS•t O R. `'C7\��, 1`)r''l.' LL' 4'i.N:) FMA/AAMA/WDMA 300(EXTERIOR DOORS). WINDOWWRITTEN PERMISSION.ANY USTOM REPRODUCTION SYSTEMS,INC. WHOLE HO EWITHOUTTHE ��jZZs�ONA' ��,t 3"ALUM.MULL [ILI rt NTS I1-t-7 CWS-836 20F9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Design Pressure Chart,PSF,for Intersected Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws or 3/16"ITW Tapcons, or 1776 clips with six(6)#10 Screws or 3/16"ITW Tapconsaper each end of mullion • • ••• OPFWINGSIWE(inA • • • • • • • •• 39 45 51 57 63 69 75 3/8 81 87 •93• 99• •110 3/ 114• 0121 126 132 138 1453/8 2 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 • 50.0• 50.0 • 50.0• 5810 0 90.0 50.0 50.0 50.0 50.0 423/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 x 483/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 Z 531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 52.Q 90.0U-40 50.0 50.0 50.0 50.0 50.0 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 650.0 60.0• • 50.0• •50.0 9 50.0 50.0 50.0 50.0 48.1 „a 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 SS. • 0.0• • • •50.0 50.0 49.4 47.3 9775,7;lir a -777 WE fib 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.6 60.4 • 50.0• •49.8 •47.6 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 �.0 l0.0 • 45.4• •1l.0 • - L',? , spa ^:�1-'= > .'. `°` 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 1 50.0 46.8 44.0 40.0 TWIN/TRIPLE VERTICAL MULLION r HORIZONTAL MULLION CD N w z SINGLET J Za OR RIPLE M O UNITS L I LII IBELOWI -11 F--OPENING SIZE --- MULL LENGTH J K NOTES: 1.FOR CLIPS INTO CONCRETE CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 3/16'DIA ITW TAPCON.MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4'MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK.A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED.A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8'SHALL BE ACHIEVED IN ANY DIRECTION. 2.FOR CLIPS INTO WOOD CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH#10 WOOD SCREW WITH INTEGRATED WASHER.WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8'MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP.A MINIMUM WOOD EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION.A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4"SHALL BE MAINTAINED. 3.AT MULL1111 LOCATION, I RED IN WINDOW U I 1 DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4.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. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: LUCAS A.TURNER,FL P.E.58201 A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) B.CONCRETE-C.MASONRY STRENGTIH COMPRESSIVE STRENGTH O FORMANCE TO ASTM OF 20846 PSI. ��t�IORE f V 'I,� D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. ,��,Gj p; ........ E NW.TG��i� E.STEEL-.060'THICK MIN.,33 KSI MIN. fa&r4l. scr:.'-p- WINDOWS&DOORS 7.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY Z,: No 58201 •'��: 1900 SW 44TH AVE. OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: *; * *_ OCALA,FLORIDA 34474 FMA/AAMA 100(FIN WINDOWS), b: 0:s I"- ANCHOR SCHEDULE,3"MULL BAR,INTERSECTED FMA/AAMA 200(FLANGE WINDOWS), STATE OF ,to FMA/WDMA 250(BOX WINDOWS), 'O% <U '"''IMPACT MULL BAR `- ADE - 09/27/2012 FMA/AAMA/WDMA 300 EXTERIOR DOORS). PROPRIETARY AND CONFIDENTIAL 10/26/2012 '.'�'•'c P' . ( ) THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ,10, 0 t D Fi l©•'C7�`�� VC.'F'_v� aLE: vJG.NJ WRTEN PERMESSI,IN.ANY RPRODUCOON IN PART OR ASIS HOLE ITTHOUT THE 00;��SfONtA; 3"ALUM.MULL NTS CWS-836 OF V LL I I LH >H 3 OF 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ITEM NO. PART NO. DESCRIPTION 1 H-1758 1 3/8"x 3"MULLION TUBE FRAME TYPE OPENING 'T'MULLBAR CUP "L"MULLBAR CUPJ00t) (F-1767-XXX) • • • • • ��'.}�•• (F-1522- 2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) 9/32' 1s7/1b • • • i- L7/16" • ,"• 3 #10 x 1 1/2",PANHEAD PHILIPS ZINC r • • • • • } • • • •• NEW F-1522-013 F-1767-001 • FLANGE 4 #10 FLAT WASHER • • • • • RETRO F-1522-006 F-1767-001 7 S-1897 MULLION CLIP • • • • • 8 SEALANT 113/16" 13/16" 113/16" NEW F-1522-013 F-1767-004(L&R) 9 S-1895 DRIP ADAPTER 1 3/16" FIN •• 10 S-1896 FLANGE ADAPTER RETRO F-1522-013 F-1767-004(L&R) •• • • • •• •• 11 S-6018 MULL COVER • • • • • • • • NEW NOT 14 RECOMMENDED F-1767-001 13 P-3486 MULL BAR CAP • ••• • • • • • • 01/d"(TYP) T • • • •• 41/8" BOX RETRO F-1522-006 F-1522-013 3"FIN MULL CLIP • • • • • • • F-1767-001 15 F-1522-006 3"FLANGE MULL CLIP •• • • • • •• •• 16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD(SEE SHEET#5) 2 7/16" 17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT(SEE SHEET#5) 18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT(SEE SHEET#5) 7/16" 7/16"(TYP) 19 #10 HEX WASHER HEAD TEK SCREW 9/32" 58" 20 #10 FH TEK SCREW � O 'USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 13/4 1 3/8"—i OUTSIDE 27/16" 1/4_(TYP) 2 1/16" 3/8" 11/16" 14 21/4" 15/16" OUTSIDE 9 1/z" IL T— .090 TOP VIEW 4 7/8"� DRIP CAP S-1895 F-1522-013 15 FIN INSTALLATION 2 3/I16" 2 1/16" L 1/8" 1 1/4" 1/2" r 1 --- -4 7/8" 10 1 3/I16" F-1522-006 090 J— RETRO/FLANGE CLIP FLANGE ADAPTER S-1896 MULLION CLIP S-1897 SCORE,BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR (�— A .1195–, 213J76"�„3,6"�{ 150 TYP.FIN FRAME(PVC) LUCAS A.TURNER,FL P.E.58201 7/16" 11 \ ` gORE 'I, , 11 \ i ``Pp10RE6y T 079 G E NSF G�2: WevDows&Dooxs PVC MULL COVER-6018 .110 DETAIL A :" No 58201 �¢ 1900 SW 44TH AVE. 3"MULLBAR H-1758 C t; * ;# OCALA,FLORIDA 34474 yZ D Ir EXTRUSIONS&BILL OF MATERIALS-3"MULL BAR ` 9; STATE OF .'40b PROPRIETARY AND CONFlDEN7IAL 10/26/2012 �ypT""•'�� QP �2 I "IMPACT MULL BAR '" "' `- ADE - 09/27/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPER TY OF CUSTOM �iFS•"��RL "•G;� d('!"1_L_ 'SALE *G..° WWINDOW SYSTEMS,IN RITTEN PERMISSION C.OF ANY REPRODUCTION INDOW S STEMS,OR ANC.SS WHOLE HO EWITTHOUT THE ��iTrD. O � 3"ALUM.MULL _Y`ETTLN.1.2 H L CWS-836 40F9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • - • ••• 6 7/8" • • • • • • • •• • 6 7/8" 67/8. • • 000 • 16 3" 1 •• • • • •• ••• •• 18 • • • • • • • '• • •• • • • • • I••• •• 23/4" 21/4" CD L 1/4"(TYP) 7/16"(TYP) 15/8" 27/16" 38" O 38 3/8"(2X) 1 5/8" 1 5/8" 7/16"THRU(TVP)L CD 1/4"THRU(TVP) OUTSIDE L-ANGLE 3"STANDARD MULL CLIP FLANGE-F-1767-001 1/2" 1/2" 2 3/4 23/4 'T'MULLBAR CLIP "L"MULLBAR CLIP FRAME TYPE OPENING 6^ 5" '', (F-1522-X)X) (F7767-)00 L ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L L ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R NEW F-1522-013 F-1767-001 FLANGE OUTSIDE - RETRO F-1522-006 F-1767-001 NEW F-1522-013 F-1767-004(L&R) FIN RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 LUCAS A.TURNER,FL P.E.58201 REW ,p CDENg`l6PN, WINDOWS&DOORS� No 58201 : 1900 SW 44TH AVE. * i _ OCALA,FLORIDA 34474 a: jr EXTRUSIONS&BILL OF MATERIALS-3 MULL BAR ''9: STATE OF ,40 O �/a IMPACT MULL BAR ADE 09/27/2012 PROPRIETARY AND CONFIDENTIAL 10/26/2012 '1�'�-•'P( P-2�` THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 10 '?••• R 1�••G�S '"'F-' -+LE WG.rl0- WINDOWSYSTEMS,INC.PERMISSIONOFOUREPRODUCTION IN PART STOMWINDOWSYSTEMS,RAINC.SA HOLEWITHOUT THE 3"ALUM.MULL ;,a LETT_�c12 fI�E1: CWS-836 50F9 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• SEAL BEHIND FLAJA SEAL BEHIND FLANGE • • • • • • • APPLY SEALANT ALONG FULL PRIOR TO ATTACPRIOR TO ATTACHING •• • • • • ••LENGIIH OF WINDOW FRAME TO MULLION 1 TO MULLION • GROOVE F%IOR TO ATTACHING L2 • • ••• •• COVER 2 11 9 11 D FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL A_ HORIZONTAL MULL BAR SECTION 6 FLANGE FRAME WINDOW /�'A HORIZONTAL MULL BAR SECTION Q VERTICAUHORIZONTAL MULL BAR SECTION 6 6 B X FRAME WINUUW 11 17 APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL 1 1 LENGTH OF MULLBAR GROOVE LENGTH OF MULLBAR GROOVE 2 2 PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE ADAPTOIR' ADAPTOR FIN MUST BE REMOVED U WHERE WINDOWS 0 CONNECT TO MULL 9 X01 - — II 10 DETAIL A 1 /DETAIL a DETAIL B SEAL BEHIND FLANGE _ SEAL BEHIND FLANGE PRIOR TO ATTACHING \ 10 _ PRIOR TO ATTACHING 10 TO MULLION /VERTICAL TO MULLION L�VERTICAL MULL BAR SECTION rs \VERTICAL MULL BAR SECTION LUCAS A.TURNER,FL P.E.58201 6 FLANGE FRAME WINDOW 6 FIN FRAME WINDOW 'l 1p uurnr E N SF GQ2�; wumows s DooRS t No 58201 :��: 1900 SW 44TH AVE. t ¢ OCALA,FLORIDA 34474 * I Ltr SECTION VIEWS-3 MULLBAR ASSEMBLY 9 t STATE OF 'y0�,, �V� IMPACT MULL BAR " ` ADE 09/27/2012 PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��IFS C.......... t'u. WWINDOW RITTEN PERMISSION.ANYR REPRODUCTION RODUCOW SYSTEMS. RIS PROHIBITED.WHOLE WITTHOUT THE ,�j��s��1p.1 EN`O� 3"ALUM.MULL +_v LEI `1:1.2 =ueeT: CWS-836 60F9 . . ... .• . . o r .. .. . . .. .. . . . . . . . • . . . . ... . . . . ... 1 18 • • • • • 0 0 0 • • b. . . . ... • . . . . . . . . . . A • • ••• • CD i O •• • •• ••• •• . • . . . . , . it 13 A 13 TOP VIEW SECTION A-A FIN FRAME 19 5"MULLBAR(H-1760) (SEE SEPARATE APPROVAL FOR 2 4"MULLBAR(H-1759) ziu, 2 APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) FfffrwlFS9 ' 19 SEE NOTES 1&2(QTY 1 EA.) 19 SEE NOTES 1&2(QTY 1 EA.) 19 SEE NOTES 1&2(QTY 1 EA.) 9 9 1 11/16"MAX.EDGE DIST. 11/16"MAX.EDGE DIST. 11/16"MAX.EDGE DIST. SEE NOTE 1 7 SEE NOTE 1 7 SEE NOTE 1 7 1 1 1 SEE NOTE 4 0 SEE NOTE 4 20 SEE NOTE 4 0 / O \5"HORIZ.TO 3"VERT.MULLBAR SECTION (_C_,4"HORIZ.TO 3"VERT.MULLBAR SECTION �-HORIZ.TO 3-VERT.MULLBAR SECTION 7 u �Fu NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(CITY 1)AND 20(QTY 1),AS SHOWN ABOVE. LUCAS A.TURNER,FL P.E.58201 2. PRE-DRILLED HOLES(THRU HN CLIP 1697),BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM `,` �P !)REW TT�i�i� CLIP EDGE DISTANCE OF 9/32". �-`p�r'�G ENS'-. .G; V lr••2'i WINDOWS&DOORS 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS,REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL Z� No 56201 t�1�r 1900 SW 44TH AVE. OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. t; * ;* OCALA,FLORIDA 34474 rot ' L' �� P STATE OF .4Z?az SECTION VIEWS-HORIZ.TO VERT.3"M/BAR ASSEMBLY 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP.PRE-DRILL PILOT HOLE THRU ALL ' y, MATERIAL. 'O•. W. "'IMPACT MULL BAR ADE 09/27/2012 PROPRIETARY AND CONFIDENTIAL 10/26/2012 "��'�'•AI pP''�'�.� THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 'iFS•'��H .G�� "'r'EI S�:ALE: [,',j--,..`O WHIT PERMISSION.ANYREPRODUCTION PROM WINDOW SYSTEMS,RASC.IS PROHIBITED.WHOLE THE ";.,9/ON1f1� , 3"ALUM.MULL L,77EH,1.2CWS-836 7OF9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 11L8"MIN.EDGE DIST.[B] SEALANT BETWEEN FRAME CONCRETE/MASONRY--\ AND OPENING BY OTHERS BY OTHERS 1//R"MIN.• • • • ••• 2 BY WOOD BUCK 1 3/8"MIN. EMBEOMEAT •[s] • • • •• • BY OTHERS[A] EMBEDMENT[C] • • • • • • • • • •• • D p' • p • 4 i • • ••• •.4 p • • • • • • • CONCRETE/ 4< • •••14 •L L ATION ANCHOR, s , D CONCRETE/ MASONRY MASONRY • 1 BY O • #10 WOOD ANCHOR BY • MN , BY OTHERS OTHERSEMBEDMENT EI ] < 4 BY OTHERS[A] D D p s. EXTERIOR FINISH D' D• O•. p p•p@ 4.4p ..... • •• ••• •• ,,. __ _ _ °,, °. BY OTHERS '•••'` ,.�_ .• • a Q •••• • • I(•'UFLA•OA• L)IP •• D••,°Q,•. SEALANT BE TWEEN FRAME AND OPENING • , Y OTHERS 1 BY WINSTALLATION ANCHOR, 44 • ••UK PERIMETER BY OTHERS[A] 3/16"DIA.MASONRY ANCHOR F"IZ. SEALANT BY [BI <.p p .:-�- MULL BAR I _ ;.: \ D•.'D INSTALLER 'p•p° _ I n D,,D D, EDGE DIST.[C] { SEALANT ALONG 3"HORIZ. 1 1/8"MIN `p 4-4 OUTSIDE EXPOSED MULL BAR EDGE DIST.[B] EDGE OF MULL BAR y�••.••.'-::; s > PERIMETER SEALANT PERIMETER SEALANT �•• SEALANT BETWEEN FRAME AND OPENING BY OTHERS •••••. BY INSTALLER BY INSTALLER EXTERIOR FINISH MULL BAR CLIP INSTALLATION ANCHOR, •••�••..•• SEALANT ALONG BY OTHERS (SEE NOTE 2) 3/16"DIA.MASONRY ANCHOR EXTERIOR FINISH OUTSIDE EXPOSED SEALANT ALONG [B] BY OTHERS EDGE OF MULL BAR OUTSIDE EXPOSED G HORIZ.MULL JAMB SECTION EDGE OF MULL BAR 8 MULL CLIP(WOOD) �ERTI AL MULL HEAD SECTION / F HORIZ.MULL JAMB SECTION JAMB SHOWN,HEAD SIMILAR 8 MULL CLIP(MASONRY) 8 ULL LIP(MASONRY) MULL BAR CLIP INSTALLATION ANCHOR, (SEE NOTE 2) 3/16"DIA.MASONRY ANCHOR SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR I 3"VERTICAL MULL BAR 3"VERTICAL MULL BAR CLIP INSTALLATION ANCHOR, PERIMETER SEALANT MULL BAR (SEE NOTE 2) 3/16"DIA.MASONRY ANCHOR BY INSTALLER - '- REFERENCE NOTES: SEALANT ALONG EXTERIOR FINISH D ♦ • • ► D A SEE NOTE 10,SHT 1 ♦ • B SEE NOTE 1,SHT 2 OUTSIDE EXPOSED BY OTHERS D D. ♦ D D EDGE OF MULL BAR SILL STOOL BY OTHERS D • • D s D. ♦ C SEE NOTE 2,SHT 2 .... (SEE NOTE) D • D ♦• • ♦ °� ♦• • ►' •D •• s D ��MIN.EMBEDMENT[B] CONCRETEIMASONRY D• • �►• •D. •D D D D D PERIMETER BY OTHERS ► D• ►D ♦ • ♦ •D SEALANT BY - D ► _ D D INSTALLER ; ♦D ; D D ► D• ♦ D. ; D. D •p ►D 1 1/8"MIN.EDGE DIST.[B] EXTERIORSHIM AS REO'D FINISH BY ', .D • TO MAKE LEVEL OTHERS D ;.P•••p, o FOR MULL BAR 8 ALTERNATE PRECAST SILL DETAIL MULL L;UP D• D• . ,p. ,D• •D• .p,D• D D p D• p „J ) p. pe D p'Ds •p•p• D D. . 1 1/4"MIN. D •De.. D•,p ,p D e D D D p p EMBEDMENT[B] LUCAS A.TURNER,FL P.E.58201 peg D e�, •p, D••,� • D• pD, •D • • D D•• .D.D• D• •p'D. p o ••'Di NOTE: .joR 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE �p��NpRE OF MULLED WINDOWS AFTER INSTALLATION ��9 CONCRETE/ 1118"MIN `� ie .��GENSF•"�'G� WAIDOWSdDOORS MASONRY / e 1 VERTICAL MULL SILL SECTION EDGE DIST.[B] 2.RECESS MULL CLIP 1/4"MAX FOR ANCHOR J BY OTHERS 8 MULL CLIP(MASONRY) CLEARANCE WHEN INSTALLING WINDOW UNITS No 56201 1900 SW 44TH AVE. •: * OCALA,FLORIDA 34474 ro: a MULL CLIP MASONRY INSTALL DETAILS 3 M/B XZ '9: STATE of .!u '��., � IMPACT MULL BAR `` ADE 09/27/2012 THE INFORMATION CONTAINED IN DRAWARY ING CONFIDENTIAL PROPERTY OF CUSTDOM 1, 42A < R O P .,t,f` "= WRITTEN PERMISSION OWINDOW SYSTEMS,INC.F OUSTOM WINDOW SYSTEMS,NC.Y REPRODUCTION IN PART OR SIS PROHIBITED. A WHOLE HOU7 THE �'I��s� NA1 fG�j\\,` 3"ALUM.MULL t`V " I{NTS lr+ � CWS'836 8OF9 . . ... . . . ... . . . . . . . . . . . . . . . . . .. . SEALANT BEHIND • • • • • • • • • • •• FIN BY OTHERS • • • • • • ••• • • SHEATHING 7/8"MIN.EDGE DIST. • • • • • • • • • • BY OTHERS [C) • • • • ••• • WINDOW WRAP BY OTHERS 2 BY WOOD BUCK 13/8•MIN EMBEDMENT BY OTHERS ID] EXTERIOR FINISH [A] ••• • • • •• ••• •• i • • • • • • • BY OTHERS • •••• • • • • •• • INSTALLATION ANCHOR, • • • • • •• • • #10 WOOD ANCHOR WITH • PERIMETER SEALANT • • • • • • • • INTEGRATED WASHER[C] •• • • • •• BYINSTALLER13/8 2 BY•WOOD• BUC•••K (MIN°• I_.EMBEDMENT)[C] BY OTHERS o� o•..o [A) SEALANT ALONG o° MULL BAR CLIP OUTSIDE EXPOSED __ "-- 719=MIN EDGE DIST -. EDGE OF MULL BAR ` - -• — (SEE NOTE 2) INSTALLATION ANCHOR, SHEATHING --— #10 WOOD ANCHOR WITH BY OTHERS --- INTEGRATED WASHER — ——— MULL BAR CLIP [C] EXTERIOR FINISH--d�q`,•o ——— BY OTHERS (SEE NOTE 2) 3"VERTICAL 3"HORIZ. MULL BAR MULL BAR SEALANT BEHIND SEALANT ALONG FIN BY OTHERS OUTSIDE EXPOSED L1VERTICAL MULL HEAD SECTION EDGE OF MULL BAR I g IN 5TWINDOW WRAP BY OTHERS PERIMETER SEALANT �\ BYINSTALLER MULL BAR CLIP / n HORIZ.MULL JAMB SECTION (SEE NOTE 2) 9 FIN FRAMEWOOD 3"VERTICAL JAMB SHOWN HEAD&SILL SIMILIAR MULL BAR INSTALLATION ANCHOR, #10 WOOD ANCHOR WITH INTEGRATED WASHER[C] SEALANT ALONG REFERENCE NOTES: OUTSIDE EXPOSED 2 BY WOOD BUCK EDGE OF MULL BAR BY OTHERS[A] A SEE NOTE B SEE NOTE 1 0,SHT 2 NOTE: C SEE NOTE 2,SHT 2 WINDOW WRAP 1.RECESS RETRO MULLION CLIP 1/4"MAX FOR CLEARANCE OF BY OTHERS °'o. WINDOW UNIT WHEN INSTALLED. 138 2.F OUR 4 ANCHOR SCREWS REQUIRED PER MULLION ON CLIP F '•� () OR INSTALLATION. PERIMETER SEALANT MIN.EMBEDMENT) C BYINSTALLER LUCAS A.TURNER,FL P.E.58201 SEALANT BEHIND 7/8"MIN.EDGE DIST. tyyttllt/1///� FIN BY OTHERS O°�0' [C] ,y�-.0,,IOREW eeo. � EXTERIOR FINISH–""" *' INISH o JJOp5•��OEI4SF G�y�+ WQiD RS BY OTHERS No 58201 1900 SW 44TH AVE. LJ ,VERTICAL MULL SECTION p.t L 1 k OCALA,FLORIDA 34474 SHEATHING !,,t-IN FRAME(WOOD) • BY OTHERS o Gt `" MULL CLIP/WOOD INSTALL DETAILS-3 M/13�9 • STATE OF .41 �.,v:.�, IMPACT MULL BAR ADE 09/27/2012 PROPRIETARY AND CONFIDENTIAL 10/26/2012 "i;10-% p;:•2�� THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �IIFS•t R O C?�J� - "F- LES wa NO WWINDOW SYSTEMS,RITTEN PERMISSION.ANY REPRODUCOM TION IN PART OR INC. AWHOL WITHOUT THE ,,I�TED. �s��(11A,ENyOy 3"ALUM.MULL 'I' _TTL r}NTS -I,_t - CWS-836 90F9