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WS-15-2292 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243132 Permit Number: WS-9-15-2292 Scheduled Inspection Date: October 02, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MORILLO, FRANCISCO &TRISHA Work Classification: Window/Door Replacement Job Address:9826 NW 1 Avenue Miami Shores, FL Phone Number (305)252-1772 Parcel Number 1131010240060 Project: <NONE> Contractor: PRESTIGE WINDOWS & DOORS Phone: (305)820-5999 Building Department Comments REPLACING 13 WINDOWS TO IMPACT 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. October 01,2015 For Inspections please call: (305)762-4949 Page 17 of 37 rr ►� ' � ' `5N°rtes y Miami Shores Village 10050 N.E.2nd Avenue NW otkCjB �dowlfltQt Miami Shores,FL 33138-0000 y i= oma Phone: (305)795-2204 0Expiration: 310812016 Project Address Parcel Number Applicant 9826 NW 1 Avenue 1131010240060 FRANCISCO&TRISHA MORILL( Miami Shores, FL Block: Lot: Owner Information Address Phone Cell FRANCISCO&TRISHA MORILLO 9826 NW 1 Avenue (305)252-1772 MIAMI SHORES FL 33150- 9826 NW 1 Avenue MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone 13 397.82 Valuation: PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 218 Type of Work:REPLACING 13 WINDOWS TO IMPACT Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 Invoice# WS-9-15-57024 DBPR Fee $3.45 DCA Fee $3.45 09/10/2015 Check#:5231 $268.30 $0.00 Education Surcharge $2.80 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $268.30 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, ORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informati is a urate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam ractor to do the work stated. September 10, 2015 Authorized Signature:Owner / Applicant / CkIrA for / Agent Date Building Department Copy September 10,2015 1 ' Miami Shores Village �� - ; Building Department SEP 1 2015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 { INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC201 `4 BUILDING Master Permit No. _�; ( '� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS [-] CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: C?82-Co Nc t� E� Ay_— City: Miami Shores County: Miami Dade Zip: 3150 Folio/Parcel#: Oc::'C�Cp Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Eca� c.© Phone#: Address:— c%82(oI .Ave- City: M1&_ ni State: Zip: 3�1So Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:�C�12�e- Phone#: Address: ��cpc_-, NCJD 1(61 Srt. City: (Y1iCLM' State: FI Zip: _zy�I4/ Qualifier Name: Phone#: State Certification or Registration#: (Z�5 l j za'T Certificate of Competency M DESIGNER:Architect/Engineer: flq� �r►tY�l Phone#: Address: )Coo C IZ. Ave- City:bcoz��e(i��' State:�_Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: 2-n Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: jya;� tct 13 Specify color of color thru tile: Submittal Fee$ ) 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$ 8 . 3n (Revised02/24/2014) r I _ ` + P 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. Signature X Signature OWNER or AGENT CONT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2-6, day of AQ=✓s .201-5 ,by �I day of�Z 2RL&t 20 IS by who is personally known to who is personally known to me or who has produced as me or who has produced 0 as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: CARBO Sign: L. . KAREN E Print: Print: V-P� MY COMMISSION EE177745 my Seal: ` EXPIRES March 11.2016 Seal: EXPIRES Marsh 11,2016 '071399.0153 Fl~oWVS��•O0f^ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Propert Search Application - Miami-Dade County Page 1 of 1 1 OFFICE OF THE PROPERTY APPRAISER k` Summary Report Generated On:9/10/2015 Property Information :' h Folio: 11-3101-024-0060 Property Address: 9826 NW 1 AVE FRANCISCO MORILLO-OTERO Owner TRISHA MORILLO Mailing Address 9826 NW 1 AVE MIAMI SHORES,FL 33150 Primary Zone 0800 SGL FAMILY-1701-1900 SQ ` 0101 RESIDENTIAL-SINGLE "t Primary Land Use FAMILY: 1 UNIT ip i Beds I Baths I Half 3/1 /0 Floors 1 Living Units 1 Actual Area 1,626 Sq.Ft Living Area 1,362 Sq.Ft Adjusted Area 1,494 Sq.Ft Taxable Value Information Lot Size 8,362 Sq.Ft 2015 2014 2013 Year Built 1940 County Assessment Information Exemption Value $50,000 $50,000 $50,000 -Year 2015 2014 2013 Taxable Value $162,230 $160,546 $157,435 Land Value $135,721 $112,986 $75,094 School Board Building Value $131,711 $129,993 $131,681 Exemption Value $25,000 $25,000 $25,000 XF Value $660 $660 $660 Taxable Value $187,230 $185,546 $182,435 City Market Value $268,092 $243,639 $207,435 $50,000 $50,000 Assessed Value $212,230 $210,546 $207,435 Exemption Value $50,000 Taxable Value $162,230 $160,546 $157,435 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $162,230 $160,546 $157,435 Cap Reduction $55,862 $33,093 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Sale Price PageQualification Description _ Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). 03/27/2012 $250,000 28064-2566 Qual by exam of deed Financial inst or"in Lieu of Forclosure" Short Legal Description 08/08/2011 $87,700 27807-3731 stated BONMAR PK A SUB PB 17-11 01/22/2009 $100 26873-4837 Financial inst or"In Lieu of Forclosure" LOT 16&N18.5FT OF 17 stated BLK 1 08/01/2007 $534,000 25892-4449 2008 and prior year sales;Qual by exam of deed LOT SIZE 74.000 X 113 OR 14487-2398 0390 5 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:/Iwww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/10/2015 z , � 0 2015 x x �a a � ■ O � m ■ M p +_ 3M m M v v C +x D O CDas ; �Z +x � a:a w O ' O �m D o�x M 3 � a r� n a ■ _ �x M v X8 z_ m v r 3 C3� LL w A O 8 y z � ■ x a s W. �� ►a m .._ ■ • • • 1 j +x ...... �j a oo •••. • • 20 •• •• •••• •••••• - O • • • • • ielRESTIGE JOB NAME: LU 9826 NW 1 Ave WINDOWS & DOORS Miami Shores, F1.33150 WWW . PRE STIG EWI N DOOR . C O M :�-�j ENGINEERING I EXPRESS Project#: 42251-47858 Project Details: Morillo Residense Contractor: Prestige Windows Doors 9826 NW 1 AVE Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components &Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (Volt): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure 0.18 Roof Type: Gable Coefficient(GC'* ± Roof Slope (0): 18.4 deg Topographical Factor(K,J: 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure 0.85 Min. Building Dimension (L): 43.0 ft Coefficient(Kh): Parapet>_3 feet? No Velocity Pressure (qh): 56.57 psf End Zone (a): 4.3 ft ASD Method: P=0.6w Mark Elev, z (ft) ;Size: W x H (in) Zone Shutter. Area (ft) KZ �Kh) p Z (g h) GCP+ GCP_ Pressures(psf) 1 15 74.0 x 63.0 4 No 32.4 0.85 56.57 0.91 -1.01 +37.0/-40.4 2 15 74.0 x 63.0 5 No 32.4 0.85 56.57 0.91 -1.22 +37.0/-47.5 3 15 74.0 x 63'.0 5 No 32.4 0.85 56.57 0.91 -1.22 +37.0/-47.5 4 15 37.0 x 51.0 4 No 13.1 0.85 56.57 0.98 -1.08 +39.3/-42.7 5 15 30.0 x 38.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40.1/-53.6 6 15 37.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 7 15 19.0 x 39.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 8 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 -1.36 +39.3/-52.2 9 15 37.0 x 51.0 5 No 13.1 0.85 56.571 0.98 1 -1.36 +39.3/-52.2 10 15 37.0 x 51.0 5 No 13.1 0.85 56.571 0.98 -1.36 +39.3/-52.2 0000 00 . . •••• 0000.. Valid 0AIM6 Raised Epgl0per •� 0000• 0000 0000•• NOTES: Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Co Fifth Edition(2014).Results are not valid for use unless approved via original signature a5Zn 0000 raised engineer seal of a PE from Engineering Express. Results are based on contractor- "' ••;•• 2015 0000. supplied data and shall be field verified by others prior to use.Selection&installation of • FraAR L'Bennarde' E. 0.00;• products shall be approved using these dimensions and pressures as verified by others. 000000 1 FE165490 CertAuth 9MI00� • 0000.. . . 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 42251-47858 PHONE: (954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE IL OF /i �1/ ENGINEERING EXRRESS Project#: 42251-47858 Project Details: Morillo Residense Contractor: Prestige Windows Doors 9826 NW 1 AVE Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (VUit): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure ±0.18 Roof Type: Gable Coefficient (GCp;): Roof Slope (0): 18.4 deg Topographical Factor (K,t): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure Min. Building Dimension (L): 43.0 ft Coefficient(Kh): 0.85 Parapet 2:3 feet? No Velocity Pressure (qh): 56.57 psf End Zone (a): 4.3 ft ASD Method: P= 0.6w Mark Elev, z (ft) Size: W x H (in) Zone Shutter. Area (ftz) K,(K h) q (p h) GCp+ GCp_ Pressures (psf) 11 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98. -1.36 +39.3/-52.2 12 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 . -1.36 +39.3/-52.2 13 15 37.0 x 51.0 5 No 13.1 0.85 56.57 0.98 -1.36 +39.3/-52.2 sees sees:* Valid 0%,Zit;RaisetEng •iroe•er • • •• sees.• NOTES: Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code •�•9eal seese • Fifth Edition2014 .Results are not valid for use unless a _ •••••• Edition(2014). approved via original signature an __._..... ..___. raised engineer seal of a PE from Engineering Express.Results are based on contractor- '.•..' :"" sees• supplied data and shall be field verified by others prior to use.Selection&installation of Fri .•�.•• products shall be approved using these dimensions and pressures as verified by others. Fran�44.-Bennar o� ....�. :*69l!46549 ' . pert Au.th 98V5.... sees.. • • e• • 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 42251-47858 PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERING EXPRESS.COM PAGE �F BCIS Home Log In User Registration Hot Topics Submit Surcharge -', Stats&Facts Publications !. FBC Staff BCIS Site Map Links Search Blusines , , P �lfessit'nal rte' Product Approval V (' USER: Public User Reguatioll ll i,l lel Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail M, FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived • Product Manufacturer Custom Window Systems Inc. Address Phone Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Tumer Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 •••••• Validated By Steven M. Urich, PE ; ••• •••• ••••;• Validation Checklist - Hardcopy Received • • • • 099.00 0000 0000•• • 0000•• • 0 • ••090• Certificate of Independence FL16177 R1 COI LvalReo CWS-812B(StJ MM.�1P. N�illAn�,crdf • • •0•• • •090. Referenced Standard and Year(of Standard) Standard •:••: 000.0• Year•�� AAMA/WDMA/CSA/101/I.S.2/A440-08 00 •• 0004111 2db$0.9• • ASTM E1300-04 �0•�•� • 2004 00 ASTM E1886-05 • • �•00�0 21705000 ASTM E1996-09 a 000 • 200050000 PA TAS 201/202/203 •• • 0• *00 1994 • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R1 II CWS-812B(SH-8100. IMP NoSillAnch).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.Ddf glazing required on outer lite above 30 ft. in HVHZ. Glass complies FL16177 R1 AE EvalRep CWS-812B(SH-8100 IMP, to ASTM E1300-04. NoSillAnch).odf FL16177 RS AE Ouanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Batk Next Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not vent 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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 99 .A!Cuntrw +asci, • •••• • • • • •••• • ••••• •••••• •••• ••••• • • • • •• •• •••• •••••• • ••4••• • • so 0 0 see • • GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBG. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 531/8"MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". SINGLE HUNG [F—��-51 7/8"MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING: IMPACT x711/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n w -- -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES o - r =71ASTM E-1300 04. 46 � 63" _ __ __ _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR ¢ j OVERALL 1 I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m FLANGE IANCHOR CALCULATIONS. HEIGHT O O a B , B 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE °LL° o 1 GLASS NOT REQUIRED. v m N O Z I I 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT acr O 613/4 1 I USED AT FIXED MEETING RAIL AND JAMB- MAX. w LL 2 HUNIT EIGHT 8.SERIES/MODEL DESIGNATION SH-8100. o p � w 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: � ¢ o X=OPERABLE SASH,O=FIXED SASH m ¢ z I I 30 3/16" 1 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR S S I D ASS LOCATION. ��PNflREW�T�r�,i HEIGHT X g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. GP�'•�tC E/Y,3 6 No 58201 1 L 1 1 Lucas A. STATE OF �9�• •:�� -- -- - Turner "0• a -- -- -- . 2015-04-11 .<c R%�?. s 15:15-04:00 45 1/16" GLASS DLO 4/11/2015 48 3/8" MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 •• ••• • • • • • •• PH.941-380-1574 • • •• • • • • • SHEET DESCRIPTION: • • • • • • ••• • 3G� • �• • • • GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 4FES"N PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. Up1M Mr . • PATI • • IMPACT RATING DWG#: REV.: SECTION VIEWS.................................3 EXTRUSIONS&B.O.M........................4 • • • • • • CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"X 61-3 -70 F LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �(SQhi11 SYSTEMS W 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 01n N o 0 Y 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS W m m 1/8"ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED U N 1 7/16"AIRSPACE 7/16"AIRSPACE °0 c 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS N o z ANNEALED 1/8'ANNEALED a I O- (L .090"PVB INTERLAYER BY DUPONT ,090 PVB INTERLAYER BY DUPONT w LL Q U 1/8"ANNEALED 1/8"ANNEALED a W W 0. O DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL ¢ 4 PURFECT GLAZE"H'OR SIKAFLEX 552 4 PURFECT GLAZE'H'OR SIKAFLEX 552 m Q Z 1/2'GLASS BITE J``,�,p`N�...... 14 1/2"GLASS BITE qm� 04 Op`?: C E N g GfQ4 48 �v No 58201 '14 *' 71 � STATE OF0 R"ONA i►'N�,� SASH LITE 4/11/2015 FIXED LITE LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. ••• • • • • • •• NORTH PORT,FL 34288 ••• • • • • • • • • PH.941-380-1574 • • •• • • • • • SHEET DESCRIPTION: • •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS DRAWN BY: DATE: • i•• • ••• s• • BAT 06/18/12 • • • • • • • • • DWG#: REV.: •• • • • • • • • • • • CWS-812 B • •• • •i SCALE: ••• • •• •• •• ••• SHEET 1:1 20F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • e•• • • INTERIOR WINDOW SYSTEHS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CW S.CC 45 3 53 1 38 13 3 32 4 45 8100 PVC ® SINGLE HUNG D IMPACT 0 a In N 1 O lil O . Q O � 0 14 3 Q 3 14 54 14 65 66 63 19 4 W pp �p SECTION B-B U N NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m o RIGHT SIDE SHOWS SASH SECTION VIEW. o m N w Z w jLD a cs a- 39 14 39 a 0 U to I7 U W 2 28 � 2 m ¢ O 1 32 INTERIOR Z 9 r• No 58201 STATE OF OF .W 62 g Z� 32 n 3 4/11/2015 18 v 6 LUCAS A.TURNER,P.E. !i 2 4 FL PE#58201 73 1239 JABARA AVE. 30 NORTH PORT,FL 34288 o •• ••. • • • • • •- • • • • • • • • • PH.941-380-1574 • • •• • • • • • SHEET DESCRIPTION: • •• • • • • ••• • •• ••• •• • • • •• SECTION VIEWS SECTION A-A DRAWN BY: DATE: ••• • ••e •• • BAT 06/18/12 .00 • • • • • • • DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: •• • • • • • • • • • • CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 • • • • •• •• • SCAL• • • E: ••• •• • • SHEET 12 30F6 •••0 000 • • • • ••• • • • • • • • • • • • • 0 00 ••• 0 0 0 ••• 0 0 PARTS LIST FRAME CORNER REM PART 1! DESCRIPTION VENDOR MATERIAL 31/6• x{ CONSTRUCTION 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl I cstamc 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16"--{ , I 23116 1900 SW 44TH AVE. 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 3 8 WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 4 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' t 58" 7 58" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 8100 PVC 1/16" CORNER WELD SINGLE HUNG 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl (ALL SIDES) 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl L 1:8 13 S-1498 Reinf.S.B.R./S.S.R PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl t 1/2" c °D F 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3 16" 3 0 0 0 23 H-1699 Reinforcement,SBR Keymark Alum 7/8' 24 P-2190 Balance BSI 9/16 1 EETING RAIL Y 25 P-3059 Sash Cam,PVC BSI Plastic 73 1 w m m 26 P-3046 Take Out Clip BSI SS 1/16" 15/8 21/8" 1/t6" SCREWED FIXED^TOGETHER WITH 0 27 P-3783 Lock,Impact,PVC Interlock 1/16" OUTERFRAME M b 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 30 P-3215 Weep Co%er w/Flap Gaer Plastic REINF.,IMPACT HOOK-1712 w Z i 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultratab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ( 0 1 37 P-4638 #8 x 2-1/2 PH Mod.Truss,T A,TEK 2 Fastenal Steel o LL a. 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 516"- 9/16" 1 1/8.1 a z 0 Cr 39 P 4051W f18 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2^ 1 1/8"-{ 516^�r a w w 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 44 P-3342 Seam Sealer,SM-5504 Schnee 7/6" t8 1 516 45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1/16" 045" 1/16" co ¢ z47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel --7 48 P-3352 Set.Bilk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 , � �Pfl €�`�TG�� 51 P-3881 Temporary Lbl.(NFRC/DP) 52 P-3613 CWS Lbl.(logo) Pro Label :VQ".v�C E N S1•.Qrr.� 53 Sash SEE SHEET 2 GLASS 34"� 34" i/4" t- tiv" No 53241 54 Fixed SEE SHEET2 GLASS 3116" 3 to L. *C 13 75/16" 1/16" 1" 9" 7/-+ �S!'• STATE OF 56 P-3281 Spacer Dumetal 1/16 62 P-3218 Screen Frame,Horiz. Allmetal Alum T 1116" }— O t 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 i��''(�5.��D R%D REINF.S.B.R./S.S.R.-1498 64 P-3321 Screen Frame Comer Ke Allmetal Plastic *s$+/ONA s�p�` 65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl z� 67 P-3029 Screen Pull Tab Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS Fl.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon FILPE LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16" # 72 S-6S-61363 Cover,Fixed Rail Mikron Vinyl p 123399 JABARA AVE.A NORTH PORT,FL 34288 73 S-1112 Reinforcement,Impact Hook Keymark Alum •• *00 • • • • • •• PH.941-380-1574 74 1 P-3541 1#8 x 1/2",Pan Head,TEK Fastenal Steel • • • •• • • • • • ,/2• SHEET DESCRIPTION: 15/1! •• • • • • ••• • _ LINE ITEMS NOT USED: • 3116� -3" BOM AND EXTRUSIONS 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7/8" " O 70 1/16" } SCREW SUPPORT-3113 DRAWNDATE: IMPACT HOOK • ••• •• • BAA T 06/18/12 • • • 90* • • DWG N: REV.: • • •S-1577• • • • •• • • • • • • • • • • • • • CWS-812 B • NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. ••• •• ••• :• ••• ••• SCALE: SHEET 1.2 4 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CS� WINDOW SYSTEMS 6"MAX.(TYP.) I }-1 T MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) I OCALA,FLORIDA 34474 WWW.CWS.CC SEE NOTE 2 8100 PVC MAX*O.C. I I SINGLE HUNG (rrP.) IMPACT L O INSTALLATION ANCHOR(TYP.) t2 N I I Z;5 ;. m F I I p � O Y W m m 4"(TYP.) I I U I I OLLO N I O O N_ T N 0 Z 10 1/2" w MAX.O.C. a (TYP.) w LL cr 0 U U mc,I.Ir W D 4-(TYP.) _IMF< 4"(TYP.) NO ANCHORS REQUIRED IN SILLZv ``,�. "P�ORE►y'TL'��. ANCHOR LAYOUT-(FLANGE) Z J�: F •>�t�`�+ v. No 58201 NOTES: STATE OF ,��•••Ft O R 1 P'"��, 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. �i�4S5 •4 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FLPE01 BE PROTECTED TO PREVENT REACTION. # A AVE.123399 JABARA 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. •• 0** • • • • • •• PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FORCONCRE3E/@MI►OHENING:,.&BgWENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. sHEErDEscaIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD SUOKS6EPNBEN THBPRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE ANI INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUC-PAND StglTRA� • • • •• NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESI BT ITE ARC I? CTbA ENGINEER OF RMORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEDS ET CONCF T AND�AASON*,SUB4R4rES MAY NOT BE CRACKED. DWG a: R v.: •• • • • • • • • • • • CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BEGONE BY WHERWOLLOWINIS TME CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX VAIMWSf FMA/AAMA/WDMR300(EXTERIOR D(PORS) 1:15 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE `MIN.EMBEDMENT WINDOW`SYSTEMS II f 1 i SEE TABLET SUBSTRATE MIN.EDGE DIST. BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST. `' PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 8100 P Y C BYNSTALLER INSIDE AND OUT INSTALLATSINGLE HU SEALANT BEHIND SEE TABLEI1 ANCHOR IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM � N r Q p � � PERIMETER SEALANT Y BYINSTALLER Q T INSIDE AND OUT W m m INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 FLANGE BY INSTALLER In N 0 y N_ g HORIZONTAL SECTION CONTINUOUS DOUBLE 3/16"BEADS OF 6 TYPICAL JAMB ANCHORAGE ¢ w Q TREMGLAZE U7600 SEALANT AROUND i ir F I ,I PER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. w a rr U 1/4"MAX.SHIM o w w SEALANT BEHIND ¢ FLANGE BY INSTALLER m Q O z BYRSTALL REALANT SEE TABLEDMENT ��.`*P{dt7REW INSIDE AND OUT 4, :0 4,G v: Na 58201 '�75 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. " SEE TABLET " R) VERTICAL SECTION "SI STATE OF �4(/ 6 TYPICAL SILL ANCHORAGE .�''��SF4 OR 1 X� 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1.1/8" BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'ITW TAPCON 1 •• 002. • • • • • •WSIDE AND OUT PH.941-380-1574 • • • • • C HORRONTAI SECTION CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" • 4" •• • • • • • 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-1/4 • /2" • • ••• • HEAD AND SILL SIMILAR FOR BOX INSTALLATION • • • • • • • INSTALLATION DETAILS 3/16"RW TAPCON • • • •• 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 13/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD ••• ••• •• BAT 06/18/12 33 KSI YIELD MIN TEKS SELF-DRILLING SCREW THRU 0. 0"• • 7/16.,,** • • .411.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG ( ) • •• •INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD • • • • • • • • PpRUDUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.1�`J"� • 7/16"• • :• ••• %j-bWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 • • • • ••• • • • • 0.0o.:• • • • • • • • ••• • 0 0 ••• • • 9 � \ 'ROW F ✓ p9�t�i,1pY*' ,\ SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff ` BC[S Site Map Links I. Search Bus nes PI IDiI.Js�tk�) Product Approval ss USER: Public User Reg ulab on Product Approval Menu>Product or Application Search>Application Lis[>Appkation Detail FL# FL13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived • Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss • • •••••• •••••• Address/Phone/Email 1900 SW 44th Ave. •• • • •• • Ocala FL 34474 0 0 0 • • • • (352) 368-6922 Ext 291 • ekoss@cws.cc •••••• Quality Assurance Representative Jay Lathrop •••• • ••:••• •••••• •••• ••••• Address/Phone/Email 1900 SW 44th Ave. • • • • Ocala, FL 34474 •• •• •••• •••••• (352) 368-6922 Ext 291 •••••• • •• jlathrop@cws.cC • • • •••• • Category Windows • • • 000 •••••• Subcategory Fixed *..a Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE • Validation Checklist - Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS-3738(PW-8300. 120x48. IMP).Odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, 36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-433B(PW-8150. 36x72. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other: PW-8150, 36"x 72", DP =+/- 75 psf. Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact. In HVHZ may only be used up to 30ft above grade. Glass FL13010 R3 AE EvalReD CWS-433B(PW-8150. 36x72. IMP).Ddf complies to ASTM E1300-04. FL13010 R3 AE Quanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150. CONTHDSL. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 •••• Impact Resistant:Yes Created by Independent Third Party: Yes e•e• 600040 Design Pressure: +67.5/-67.5 Evaluation Reports • e " Other: Large Missile, Dip =+/- 67.5 psf, Max. size 74 1/8"x 72". FL13010 R3 AE DuPont PVB MCA 11-0129 37.acff•e • Outer lite must be safety glass above 30 ft. in HVHZ. Glass FL13010 R3 AE EvalRep CVU9•3fe(PW-815E•C•ONTHDSL.•••• • complies to ASTM E1300-04. IMP).pdf 000000 e • e FL13010 R3 AE Ouanex(Mik%) NOR A 12-10 71 01odf :'•• Created by Independent Thiad Party*Yes •e e e e• e 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,'12:''Itj8". *00000 "" evew • Limits of Use Installation Instructions • Approved for use in HVHZ:Yes FL13010 R3 II CWS-3738(;VVb:. 120x48 II nocif '• Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner•58201 • • • •••• • Impact Resistant:Yes Created by Independent Thi6d Parry: Yes :00 00' Design Pressure: +70/-70 Evaluation Reports • • • •••••• Other: PW-8300, 120"x 48", DP =+/ 70 psf. Large Missile FL13010 R3 AE DuPont SGP AMA 1f-0624 D'2.Da*: :0090:' Impact. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-3738(PW-8301)01209t48. IMP).Ddf FL13010 R3 AE Quanex(Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-159D(PW-8300. 7206. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact, See Installation Drawings for Max. FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf size and DP's. Outer lite must be safety glass above 30 ft. in FL13010 R3 AE DuPont SGP NOA 11-0624 02.Ddf HVHZ. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-159D(PW-8300. 72x76 IMP).odf FL13010 R3 AE Quanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Cgyvriaht 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 bele_. Product Approval Accepts: ® eClk Sl't"6YPkty tii.3+:i'Ei Cf'.h tia .s � PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS `v TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S FLORIDA E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAWWW CFLORI I34474 N ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 3) 8150 PVC MAX.3OVE 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE FLANGE WIDTH PICTURE WINDOVI FLANGE WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 36" 4.DESIGN PRESSURE RATING: IMPACT MAX.UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 31 13/16" GLASS TABLES ASTM E-1300-04. m GLASS DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATERw INFILTRATION TEST PRESSURE AND GLASS TABLES c �_N! ¢ A ASTM E-1300-04. o o r— ————— 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IU-w p y IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR ~ a m I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD c ANCHOR CALCULATIONS. m m I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a o 0 0 B I I B REQUIRED, s ¢ 0O w w MAX4• I 1 I 7.ALL FRAMES ARE FULLY WELDED. o o a OVERALL I w w ¢ FLANGE i i 8.SERIES/MODEL DESIGNATION PW-8150. p o HEIGHT a a W I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: O=FIXED SASH. m a 0 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '"%ji lli+erf" MAX. I O I I LOCATION. %gip. ....=by TL��i HUNIT EIGHT I I +t C7¢�`:4�G E AJ S •.'Qti I :v No 53201 1"A 6713/16" I I I Lucas A.Turner GLASS rB 2015-04-13 X13 STATE OF DLO I 6 13:13-04:00 .,0� 'o p �: F .t0R1p I I s 4/2015 I I I — —J LUCAS A.TURNER,P.E. FL PE#58201 A A 1239 JABARA AVE. 6 NORTH PORT,FL 34288 •• ••• • • • • • •• PH.941-380-1574 • • •• • • • • • SHEET DESCRIPTION: '• •i i i i i•i •• GENERAL NOTES AND •• ••• •• • • • •• ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.......1 AAJ 11/25/11 SECTION VIEWS ARCHITECTURAL GLAZING................ MAX. UNIT SIZE DESIGN SS RE FAT14d•I IMPACT RATING DWG N: REV.: EXTRUSIONS&B.O.M...........................4 CWS-433 B ANCHOR SCHEDULE&NOTES............5 S 36"x 72" •' - 5 P.'-';F' LARGE MISSILE IMPACT SCALE: SHEET INSTALLATION DETAILS.......................6 000 • • • • 1:15 1 OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �T WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8150 PVC PICTURE WINDOM IMPACT \ FULL ELLIPSE(OVAL) o N o � O w .. w o w > 10 - I I I � a m FULL CIRCLE < U U TOMBSTONE TRAPEZOID CO m a o cc cc W W O a a � a w w OC U U 0 ow > j � m a O Z -0 P�ORE4y'TL��i 1/2 CIRCLE ti JVP;4 GEN$ •. '�� OCTAGON y� : No 58201 "V. STATE OF NOTE .: .0.• c p;•ca�` I.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. �i�'•••C D R 1 . ��'SS70N A4�ja�`�• 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. ��tterll'.�R►� THRU FIN-WOOD OPENING. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 4/11/2015 RECTANGULAR WINDOW ON SHEET 1. 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E. MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5,WITH ANCHOR FL PE#56201 SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE. NORTH PORT,FL 34288 • ••• • • • • • •• PH.941-380-1574 • • • • • • • • • • • • • • SHEET DESCRIPTION: • •• 00: • • ••• • ARCHITECTURAL 1/4 CIRCLE TRIANGLE ••• ••i ••i 0.0 i i ••• SHAPES DRAWN BY: DATE: AAJ 11/25/11 • 010 • ••• •• • DWG#: REV.: • • :0.• • • • • CWS-433 B •• • • • • • • • • • •• • • •• • • • • SCALE: SHEET ••• • • • • • 1:1 20F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • M WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 7 1 11 7 8150 PVC 10 10 PICTURE WINDOM IMPACT 6i O N I- O 7 5 8 11 11 8 6 w 0 Y F Q m oD SECTION VIEW B-B 3 m m e o 7/8"OVERALL N N Z 8 ¢ ¢ O 3/16"ANNEALED a a F a o n- 11 1/4"AIRSPACE w w U rn 7/16'LAMINATED a a 0 10 1 3/16'ANNEALED m Q l dO DUPONT PVB INTERLAYER 3116"ANNEALED P�1UREy.'rL��+ .`P�•"wCENg"`•'Q �s INTERIOR V v' F 1r ?v:" Na 58201 10 PURFECT GLAZE"H"OR SIKAFLEX 552 10 1 % STATE OF :�1L= j�T• F p,.�� i��Fs R 11 11 1/2"GLASS BITE �� SJ r�Cl �gr�bNAiu��s� 6 6 � z� Q O 4/11/2015 4 2 00 LUCAS A.TURNER,P.E. -- FL PE#58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 7 [ OQ PH.941-380-1574 • • •• • • • • • Q❑ SHEET DESCRIPTION: SECTION VIEW A-A • i i•i • ALTERNATE FIN FRAME •• 000 •• • • • •• SECTION VIEWS AND O GLAZING DETAIL DRAWN BY: DATE: • ••• • ••• •• • AAJ 11/25/11 • • • • • • • • • 1:1 DWG#: REV.: •• • • :0. CWS-433 B • •• • • •• • • • SCALE:• ••• • • • • • SHEET 12 30F6 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6025 SASH STOP MIKRON PVC % M WINDOW SYSTEMS 2 H-6026 SINGLE HUNG FIN FRAME MIKRON PVC 1900 SW 44TH AVE. 3 H-6031 SINGLE HUNG FLANGE FRAME HEAD MIKRON PVC OCALA,FLORIDA 34474 4 H-6031 SINGLE HUNG FLANGE FRAME SILL MIKRON PVC WwW.CWS.CC 5 H-6031 SINGLE HUNG FLANGE FRAME LEFT JAMB MIKRON PVC 6 H-6031 SINGLE HUNG FLANGE FRAME RIGHT JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8150 PVC 7 P-3113 ISCREW SUPPORT FOR PVC SCALE 1:8 PICTURE WINDOV► 8 P-3352 SETTING BLOCK 85 DUROMETER 1/8"x 5/8"x 2"LG. AMESBURY FOAM 10 P-4648 SIKAFLEX552 OR HENKEL PURFECT GLAZE"H" SIKA/HENKEL IMPACT 11 S-6064 GLAZING BEAD(7/8"O.A.I.G.) FRANK LO-WE RUBBER 12 GLASS SEE SHEET CARDINAL GLASS t2 ;B di O N_ F- LINE ITEMS NOT USED: 9 w o > � a m c LL m o O C CC CC Z 3 1/8" -{ a a O 31/8" I w w tr 2 0 o U w � 1/16" 3/16" 1 5/16' m ¢ Z 2 3/4^ 3q/l6" O 1/16" 7/8' 17 7/8" 1 `,� 0REW#T`+j�. L ~1^ 1/16' 1/16" :vt No 53201 PVC FRAME,FLANGE-H-6031 PVC FRAME,FIN-H-6026 PVC GLAZING BEAD-S-6064 PVC FILLER,SASH STOP-S-6025 Z13% STATE OF :U 3/16" 1/2^--i'--'I L�3-- -1 �� 0 � 4/11/2015 T— LUCAS A.TURNER,P.E. SCREW SUPPORT-P-3113 FL PE#58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380-1574 • •• • • • • ••• • SHEET DESCRIPTION: •• ••• •• • • • •• BOM AND EXTRUSIONS DRAWN BY: DATE: • 0:0 • 0:0 •• • AAJ 11/25/11 DWG#: REV.: ••• • i • �•• i i CWS-433 B • •• • • •• • • • • SCALE: ••• • • • • • SHEET 1:1 4 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W1�EMS 1900 SW 44TH AVE. 12MAX.O.C.(TVP.) 4-MAX(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 1 6'MAX(TYP.) SEE NOTE 2 q^MAX.(TYP.) SEE NOTE 2 WWW.CWS.CC 6"MAX.(TYP.)- TT r-------� r------- 8150 PVC I I I I I I PICTURE WINDOM I I IMPACT I I INSTALLATION MAX O.C. I 12" I I ANCHOR(TYP.) (TYP.) MAX 6i(TYP..) I I I N a I I I o o I O I I O INSTALLATION w o ANCHOR(TYP.) a m I I I LL LL S 0 0 L aC [L o I I I L I I a a a I I I to > > C m ¢ O Z ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) '"pIOREW+711 VP'r�CENgF•.P�: Z-V:'• No 58201 ' pt NOTES: 90s STATE OF S4uz F � 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 01� .... .... 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE •,`+�St++�rii+i �`t CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Yrr- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'j VS-"VTVN JsISTPJJCTIQNSrAND4VCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. • • • • • • • • • PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. POIi OONSRE;E2M(ISPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT D??4O#B�]URE 2X* dD$UC4S gV%EEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE ANI INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE P DUC SU RAR. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: AAJ 11/25/11 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPJA4 DIO(INED B4 TFJE 4:111TECT P9 ENCJR OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWWN TABLfi1,SHEE16.GONQRETE AWWASQNV SUBSTRATES MAY NOT BE CRACKED. •• • • • • • • • • • • CWS-433 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INyT VTIDIISHALL•BEUONI•&Y OTHLRSAFOL+LONING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA Z5 60X WINDOWS),PMA/AAFAA/WDMA J00(EXARIOR DOORS) 1:1 5 OF 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SUBSTRATE BY OTHERS �l�yty p/ry� SEE TABLE 1 SEE TABLE 1 WINDOW SYSTEMS 1/4"MAX.SHIM MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 W W W.CW S.CC MIN.EDGE DIST. SEE TABLE 1 PERIMETER SEALANT 8�5O PVC INSIDE AND OUTSIDE MIN.EMBEDMENT INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT PICTURE%MNDOM SEE TABLE 1 IMPACT SEALANT BEHIND 1/4"MAX.SHIM FLANGE BY INSTALLER �n PERIMETER SEALANT Ili INSIDE AND OUTSIDE o N Q PERIMETER SEALANT BY INSTALLER c 0 INSIDE AND OUTSIDE INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 W T LLI SEALANT BEHIND SEALANT BEHIND F- Q m FLANGE BY INSTALLER FIN BY INSTALLER C HORIZONTAL SECTION 0 0 g HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE c o HEAD AND SILL SIMILAR FOR FIN INSTALLATION 6 TYPICAL JAMB ANCHORAGE N N Z INSTALLATION ANCHOR cc cc 0 SEE TABLE 1 0 o a SEALANT UNDER SCREW w w K HEAD BY INSTALLER o a LU 1/4"MAX.SHIM m ¢ O SEALANT BEHIND Z FLANGE BY INSTALLER `,�%'k P AO RE r+++T"P, . +r MIN.EMBEDMENT PERIMETER SEALANT ��Q�;•(,•,E N•3••,•�Q�i� INSIDE AND OUTSIDE J G �- 8 ✓ PERIMETER SEALANT SEE TABLE 1 BY INSTALLER v:• No 58201 •�•'�A'; INSIDE AND OUTSIDE BYINSTALLER p; •C . SUBSTRATE BY OTHERS X31* STATE OF :w• SEE TABLE 1 MIN.EDGE DIST. SEE TABLET ��O�F`••CpR1t}P©�� A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE �!lte�x�M�>,►� z�- 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON1; • • 2" p HORIZONTAL SECTION NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO YLTRACON• • • • • P • • 1" 6 BOX FRAME INSTALLATION PH.941-380-1574 LA FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO LJRACOW• • • • •1-160• 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON •• • • 1-3F8" • • 7/8" INSTALLATION DETAILS OR ELCO ULMACOM FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: AAJ 11/25/11 FLANGE (33 KSI YIELD MIN) TEKS SELM1DRILLIRIQ SCRE 0. • •• • 7/16" TFiRU 060 • • -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELWTAPPINQ/ FOLL E • q/16" FLANGE • • • • INSIDE AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS-433 B 1/8"STEEL(33 KSI MIN.) DRILLING EW • TtljU 0.125 • • • -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD90REW• • 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications '', FBC Staff € BCIS Site Map '': Links Search i Busine i(,,,', Product Approval Profe! nab USER:Public User Product Approval Menu>Product or Application Search>Application Lis[>Application Detail >; 'c FL# FL6890-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop •••• Address/Phone/Email 1900 SW 44th Ave. • • •••• •••••• Ocala, FL 34474 • • • •• •••• (352) 368-6922 Ext 291 •• • • jlathrop@cws.cC •••••• •••• •••••• • Category Windows •••••• 0•••:• • • Subcategory Casement •••• • ••:••• •••••• •••• ••••• Compliance Method Evaluation Report from a Florida Registered Rrchitect ora Licensed Florida•••• Professional Engineer •• • • •• Evaluation Report - Hardcopy Receited • • • •••••• Florida Engineer or Architect Name who developed the Lucas A.Tumer •••• Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 8 Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R5 COI EvalRep CWS-161C(CA-8400. IMPS odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 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 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 R5 II CWS-161C(CA-8400. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement, Large Missile, DP =+/- 67.5 psf, FL6890 R5 AE DuPont PVB NOA 13-0129 27.Ddf Max. size 37"x 72". Outer lite in I.G. to be fully tempered when FL6890 R5 AE EvalReD CWS-161C(CA-8400. IMP).odf used 30 ft. above grade in HVHZ. Glass complies with ASTM FL6890 R5 AE Ouanex(Mikron) NOA 12-1017 02.Ddf E1300-04. Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an 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. 6000 Product Approval Accepts: • r Kidwcurilvmi • • • •••••• •••• •••••• •••••• •••••• • • •••••• r•••• 41 41 • 00 • • • • • •••••• CASEMENT - LARGE MISSILE IMPACT GENERALNOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 381/4' EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX.OVERALL 381/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLANGE WIDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37" 37" pAM �+ UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR7 CASEMENT RIGHT. IMPACT —————A —— — 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND r' o GLASS TABLES ASTM E-1300-04. °3 c H I I I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER Cl) N Co INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. o o 731/4.MAX w p p } III O ERALL1 / I I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN F ¢ ¢ Co FLANGE THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION c HEIGHT i iMAX. I4. I I I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD m m OVERALL B 1 I I B ANCHOR CALCULATIONS. FLANGE e \ 1 0 0 I I HEIGHT 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE z i I NOT REQUIRED. 0 I I I 1 0 0 o a 72' I X 1 65 1/2" 63. I I I 56 1/2" 7.ALL FRAMES AND VENTS FULLY WELDED. Q Q V MAX. I ,` I GLASS MAX. GLASS a a m W UNIT I I DLO HEIGHT 1 1 DLO 8.SERIES/MODEL DESIGNATION CA-8400. > > LL o HEIGHT / 1 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: V CD Q 0 I e X=OPERABLE SASH I 6 'MAX. 1 I 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �� tDREW...... MAX. SASH I I e HEIGHT 1 LOCATION.SASH +`•`GP •4�CN �'%y�+ HEIGHT v.• No 58201 •' Hill i 1 I ILucas A.Turner STATE OF .'W•' 2015-04-18 I -------- q 22:00-04:00 ycr 4R1• Cj,�. s A 301/2 6 GLASS DLO v �� 301/2' RIGHT HINGED-SHOWN GLASS DLO LEFT HINGED-OPPOSITE 4/18/2015 LEFT HINGED-SHOWN LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 I�y•I �•• • • • • • •• YY C.. • • • • • • • • PH.941-380-1574 •./ • •• • • • • • SHEET DESCRIPTION: • •• • • • • ••• • AL NOTES TABLE OF CONTENTS LOCA-111011U-0UMT SIZE • DESIGN PRESSURE RATING IMPACT RATING GENELEVAT ONS AND GENERAL NOTES&ELEVATIONS......) NON-HVHZ +/-65 PSF DRAWN BY: DATE: GLAZING DETAILS.................................2 ••• 37„i• • • ADE 05/05/07 SECTION VIEWS....................................3 d +/- 67.5 PSF EXTRUSIONS&B.O.M...........................4 I� I�7 . . .�,, .. . . LARGE MISSILE IMPACT DWG REV.: ANCHOR SCHEDULE&NOTES............5 NO%-WV : • 3?^X•7ic • • +/-65 PSF SCALE: C INSTALLATION DETAILS.......................6 WAZ • • • • . +/- 67.5 PSF SHEET 1:15 1 OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT 7/8"OVERALL 7/8"OVERALL m o n 1/8"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED o A o ¢p 7/16"AIR SPACE 7/16'AIR SPACE Lu w w wooi� 5/16"LAMINATED GLASS 5/16'LAMINATED GLASS ~ ¢ ¢ 00 C 1/8"ANNEALED 1/8"HEAT STRENGTHENED LL LL .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER N N Z 1/8"ANNEALED 1/8"HEAT STRENGTHENED w w w O a a H- F- SIKAFLEX 552 OR SIKAFLEX 552 OR p p ¢ d 3 PURFECT GLAZE"H" 3 PURFECT GLAZE"H" w w p OC a U rn Lu 46 F�i1/2"GLASS BITE 46 1/2"GLASS BITE w U [� ¢ 0 �AOREW "I Ely 13 13 G v'nF No 58201 =7�' 6 6 �9O STATE OF ,may ONrAA 'oN••`• GLASS TYPE A GLASS TYPE B 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 •• ••• • • • • • •• PH.941-380-1574 • • •• • • • • • SHEET DESCRIPTION: • •• • • • • ••• • ••• ••� ••� ••• : ••• GLAZING DETAILS DRAWN BY: DATE: • ••• • ••• •• • MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE o5/os/o7 • • • • • • *00 • • DWG N: REV.: *00 • • • • •• • • 37"X 63" +67.5 A • • • • • • • • • • CWS-161 C • •• • • •• • • • • 37"X 72" +67.5 B ••• • • • • • SCALE: SHEET 1:1 20F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CEMEMS 3533 WWW.CWS.CC 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 9 2 11 50 49 48 0 8400 PVC CASEMENT t5 D 3 IMPACT 46 18 1 1 o 41 46 O N O O 18 W 0 0 5.:51 4 31 8 51 5 1 51 4 9 18 3 t- a ¢ m OC 6 SECTION VIEW B-B LL LL 4 e o N N Z ` 52 3 w w w a a t F- ¢ a w w a K N U Lu a T o INTERIOR Uma z ��AORE..�T i 40 No 58201 STATE OF .�(,; 5 D 43 p13 51 `' Q SodoffiNA„'li*`` 7 . 49 I\ 36 4/18/2015 5 ^— LUCAS A.TURNER,P.E. [uu� FL PE#58201 p 1239 JABARA AVE. 2 '' -- NORTH PORT,FL 34288 •• • • • • • • • •• 46 PH.941-380-1574 39 • • • • • • • • • • • • • • • • • SHEET DESCRIPTION: • •• • • • • ••• • SECTION VIEW A-A ••• •• • ••• ••• SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: • ••• • ••• •• • ADE 05/05/07 • • • • • • • • • DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: •• • • • • • • • • • • CWS-161 C 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 • •• • • •• • • • • SCALE: SHEET 1.2 3 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • PARTS LIST -3118" FRAME AND ITEM PART# DESCRIPTION VENDOR MATERIAL SASH CORNER 1 H-6030B FR.,CASE.,MAIN,HEAD MIKRON PVC CONSTRUCTION WINDOW SYSTEMS 2 H-603 B 'FR.,CASE.,MAIN,SILL MIKRON PV Q t 3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC 2 OCA A, L 44TH AVE. 7/32" OCALA,FLORIDA 34474 4 H-6030B FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC 3 r 6 WWW.Cws.Cc 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 321/a2" a 27/32 6 H-6008 -SASH,CASE.,TOP RAIL MIKRON PVC 7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVCcn 84W PVC 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC PVC GLAZING BEAD CORNER WELD CASEMENT 9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PV S-6064 (ALL SIDES) IMPACT Lo 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM 1:8 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME 12 GLASS SEE SHEET H-6030B 1D o ao in n iL 13 P-3028 SET.BLK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER c 14 P-3029 SCREEN LIFT OUT SUMMIT 2it/32' o N o 0 21/32" 7/16" 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER Ii w w 16 P-3195 SCREEN SPRING,NO HOLETENSION D 6 as as a a m 17 P-3197 SCREEN CORNER KEY M&M NYLON 7 vts 1/16• S 18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 21/4" 8 LL LL 19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA 7/16• s COIL,.062 X.656 COIL,.05X.437 P-4491 P-4050 ' 20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL N N z i 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE w w w O 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH Q. o a a 23 PURFECT GLAZE"H",SIKAFLEX552 HENKEL,SIKA H-6008 a c j o 24 P-3539 #8 X 3/4"QUAD PH TEK,ZINC,SCREW a a m w 25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER 17/32' 17/32' 26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS v m a OZ 27 P-3613 CWS LBL.(LOGO) to tt 29 P-328 752 CA85 P PLUG,G,1/ CERT. HOLE�BEL,NFRC TAB M&M NYLON 1 s/a� 1/ts' 1X31 Z^ vts' ��.P �PN11110011"., 40 :4 F" 30 P-3881 TEMPORARY LBL.(NFRC/DP) �J; . � 31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE v: No 58201 H-1592 H-1593 32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS =*e 33 P-4004 #8-32 X 1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w/P-4006) ROTO SSr. Zp STATE OF s�W- 35 P-4006 LOCK,MULTI-POINT,ROTO HDWE,WHITE ROTO SS31/8 a/a" '•��'F' L O R tea r��` 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS �4�SS/bNA1N�`•, 37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS r 5 111116- 38 1/1 s" X32" �'#+�rtr•��'"� 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS tiJ z� 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 4/18/2015 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 41/2" FL PE#58201 43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS 1/16 1 JABARA AVE. 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.01016b•• • • • • • HOP O NORTTHHPORT, 34288 1/2" PH.941-380-1-1574 45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKP NTS,S H TTa . . T SS 7/32'' SHEET DESCRIPTION: 46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.43'%HD • • • ►A IS N STEEL ALUM } h�3' i 47 P-4043 STRIKE,MULTIPOINT •• ••• •• • • • U&M NYLON t T� 1s BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT 49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 P-4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS SS H-6030A ADE 05/05/07 51 S-1505 REINF.CASE.SASH • • • • • • 4KEYMARI4 ALUM WG#: REV.: 52 S-6064 GLZ.BD.,7/8" LK N• PV CWS-161 C • •• • • •• • • • • SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESs"r;ERNISE NOT2D. • • • 2:1 4 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8"MAX.O.C.(TYP.) 12 1/2'MAX.O.C.(TYP.)I} yI SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 6"MAX.(TYP.) I 4"MAX.(TYP.) 6'MAX.(TYP.) I I I7 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 12 1/2"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 4'MAX.(TYP.) SEE NOTE 2 - 6"MAX.(TYP.) WWW.CWS.CC SEE NOTE 2 4"MAX.(TYP.) 6"MAX.(TVP.) 8" 8400 PVC MAX.O.C. / CASEMENT / (TYP.) 1 A 6" / IMPACT MAX.O.C. / MAX.O.C. / (TYP.) I I (TYP.) 00 14 314" X MAX.0.C. (TYP.) I I I ul INSTALLATION W 0 D Y ANCHOR(TYP.) F ¢ ¢ m C INSTALLATION U U ANCHOR(TYP.) m m INSTALLATION ANCHOR(TYP.) o o 1 N N Z cc Ir W W W F- U)U) 6"THRU FRAME ANCHORa a m W HINGE SIDE JAMB(TYP.) 6"THRU FRAME ANCHOR LL ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TYP.) ANCHOR LAYOUT-(FLANGE) FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" ANCHOR LAYOUT:-M ANCHOR LAYOUT-(FIN) U m a Z FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" ol'jLDREiq•''�'�.i��' yOQ. .y�GEN.S�:•.'Q��s v: No 58201 NOTES: �9 ST ATf OF :�. 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. i��c�S,•4 O R)4 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE �N�ONA i ?�,` CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/18/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. •• ••• • s • • • •s •Q pI• • • • • • • • PH.941-380-1574 6 MSTALLAT ONS ANCHOR T10 SO ID CONCENT TO R TE OR GROUTE SHALL BE FELLED CMUYOND LMdY�NCL0�E011O�IOR& E 1 X1q{OOD B�CKS(NGS,EMBEDMENT SHALL BE BEYOND BETWEEN THE PRODUCT AND THE SUBS�RATE.OD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUDKB BE"REN TMGPRODUCT•AND SYB6TRATE. ANCHOR SCHEDULE& NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENEPS SW*I*BE PRORERL4I&WIGNED 4Y&THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENT*AS SHOWNON TASLE1,SHEET 6. OONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DING w: REV.: • • • • • •• • e CWS-161 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER R IST EbF��``11S22AL e�pjNSH L E O BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINpQ1S), WDMAQ50(61�IINDOs)�FM�A/A,AMAANDMA 300(EXTERIOR DOORS) *GALE: SHEET 1.20 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT RATE TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OT RS WVI lNyflR+�WYWIIi�E 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE INTERIOR 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 1/4'MAX.SHIM SEE TABLE 1 WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1oAararrar� PVC MIN.EMBEDMENT INSTALLATION ANCHOR W BPEIMETER YR STALLER SEALANT SEE TABLE 1 SEE TABLE 1 CASEMENT INSIDE AND OUT MIN.EMBEDMENT SEE TABLE 1 IMPACT SEALANT BEHIND r^J FLANGE BY INSTALLER V 1/4"MAX.SHIM O N 00 di O PERIMETER SEALANT o 0BYINSTALLER m a m PERIMETER SEALANT o o O BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR W O D SEALANT BEHIND SEE TABLE 1 F. Q Q pp FLANGE BY INSTALLER SEALANT BEHIND INTERIOR FIN BY INSTALLER �� U U - INSTALLATION ANCHOR / B HORIZONTAL SECTION �1 HORIZONTAL SECTION m m o C SEE TABLE 1 S TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE ^ HEAD AND SILL SIMILAR FOR FIN INSTALLATION ¢ cc ZO L `�..I w w w Da a NOTE:ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET.B/6)REO'D AT THE HINGE a a U SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. a a m w 7 LL O 1/4"MAX.SHIM U [D ¢ O SEALANT BEHIND Z FLANGE BY INSTALLER C= aPatiAOENg r NOREW T"GI PERIMETER SEALANT MIN.EMBEDMENT '. Q�0, BYINSTALLER SEE TABLE 1 J S Cn INSIDE AND OUT v. No 53201 7� *; * •.* SUBSTRATE BY OTHERS �11% STATE OF IW, SEE TABLE 1 MIN.EDGE DIST. '"O•. ��/ SEALANT UNDER SCREW �� VERTICAL SECTION SEE TABLE 1 I,��(�`S•(O R HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE ��++ 70NAL' aaaa +r+rnr�+rra zz UD TABLE 1:APPROVED INSTALLATION FASTENERS 4/18/2015 LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/1 "JTw9C(o • • • 44 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 31.16"ELCO 11LTPON N• • • • 1" 1" INSIDE AND OUT /� PH.941-380-1574 ! D l HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/1 i"ELCOULTRAC•N• • •• 1al/4" 2-1/2" 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3Vi C • • • •I lg- 7/6^ HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEX R ITW FULLTHR AD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) • Kbr,ttF-DRILyl%SC41/ •Tlik 0,6-ow 7/16^ MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG r: REV.: 1/8"ALUM.(6063-T5 MIN.)OR 0 G DES F- PPI G/ E FLANGE 7/16' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C 1/8"STEEL(33 KSI MIN.) ILLI CEN{ • •• •THOU 012$' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) r4ff WOOD SCREW 1-1/2 7/16" j SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6 • • • • • • • • • • • •• •• • • • •• •• ♦ ♦ i i � i Florida Department) BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map Links Search Busines (, Professional product Approval USER: Public User Regulation Product Approval Menu >Product or Application Search >Application List>Application Detail FL# FL9520-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop 6966 Address/Phone/Email 1900 SW 44th Ave. • • •0000 • •••••• Ocala, FL 34474 • • • • (352) 368-6922 Ext 291 • • • • jlathrop@cws.cc •••�•• •••• •••••• •••• • • • • Category Windows • • •••••• •••• • ••••• Subcategory Mullions • • •••••• •••• ••••• Compliance Method Evaluation Report from Florida Registered Architect oratcensed Flonda•:• Professional Engineer ;••;•; • •• Evaluation Report - Hardcopy Rece}ved • • • •••••• Florida Engineer or Architect Name who developed the Lucas A. Turner •• • •• ;•; • • Evaluation Report •• • Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated BY Steven M. Urich PE ✓ Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R5 COI EvalRep CWS-836A(3 in Mull. IMP).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description — ------ ---------------- ------ 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange applications. (IMPACT) --------------------------- ------------ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 II CWS-836A(3 in Mull. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions and FL9520 R5 AE EvaIReD CWS-836A(3 in Mull, IMP).Ddf Evaluation Report for complete list of Limitations and Conditions of Created by Independent Third Party: Yes Use. 9520.2 4"Alum. Tube Mullion 4"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange applications. (IMPACT) Limits of Use — Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 II CWS-837A(4 in Mull. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions and FL9520 R5 AE EvaIReD CWS-837A(4 in Mull, IMP).Ddf Evaluation Report for complete list of Limitations and Conditions of Created by Independent Third Party: Yes Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange applications. (IMPACT) Limits of Use — — Installation Instructions — Approved for use in HVHZ:Yes FL9520 R5 II CWS-838A(5.5 in Mull, IMP)."**• Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 •••• 90009 Impact Resistant:Yes Created by Independent TMrji.Srt4: Yes 0 Design Pressure:N/A Evaluation Reports : •• • �0 Other: Large Missile Impact; See Installation Instructions and FL9520 R5 AE EvaIReD CVVV-8Zts(5.5 in MLR.YFIP).Ddf 69006 Evaluation Report for complete list of Limitations and Conditions of Created by Independent Tllrild"stY: Yes • • Use. 9600• 9999 • • • ------------------------ i--moi i`i i-------'— •••• • 9999• Sark t,'r'xt 9999•• 9999 9999• •• •• 9999 9999•• • 9999•• • • Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824• • • •••••• 9999•• The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Ac ssib'I&•S tatemefft::Refund Staten%nt • Under Florida law,email addresses are public records.If you do not vent your a-mail address released in response to a public-recV8s rr%•qu;st,do nol send • electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 85P#yt7.1495.*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 vrish to supply a personal address,please provide the Department vdth 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: eChe[k SCCU 1 GENERAL NOTES: 3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH yylNppyy SYSTEMS SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1800 SW 44TH AVE. VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL OCALA D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W ALA, 34474 FLORIDA 2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL. 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC. (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD O I DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. N H 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER o 0 DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y ANCHOR CLIP ANCHOR CLIP r A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m 6 I I 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Cl) II II APPROVAL U z m O O 6 I I O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY o N APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY z w REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w O DC BUILDING OWNER OR CONTRACTOR. w CC o a i I I 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS ¢ U DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY a w X X X I CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. ¢ Z Q Q Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE SUNIT HOWN I HERENN HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS `,�� PNOREW`TG�'�i G F E D QG;:'�CENS'••'Q �i ANCHOR CLIP 10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. �`JV: �' F•':F VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. v N. 58201 EXAMPLE HORIZ/.VERT.MULLION FOR SECTION VIEW ONLY - =v: :,z ANCHOR CLIP .•STATE OF _ __ Lucas A.Tumer 11 CIN 40 R 2015-04-27 �'�.SSepNp 21:00-04:00 I 0 i 0 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. •• • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 if • • • • • ••• I X SHEET DESCRIPTION: • .Xi •• • •• • • • • GENERAL NOTES AND TABLE OF CONTENTS GEN 4 4 ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 -- -- -- -- DRAWN BY: DATE: DP CHARTS.................................................2-3 • ••• • ••• •• • • • • • • • ADE 09/27/12 BOM&EXTRUSIONS.....................................4 • • • • INCHOR C:li • • DWG#: REV.: EXTRUSIONS.................................................5 •• • • • • • • • • • • SECTION VIEWS.........................................6-7 • •• • • GJWMPLE•VEATICAI MULLION FOR CWS-836 A CONFIGURATIONS&ANCHOR NOTES.......8 ••• • • PVC NINDOWSFOR SUCTION VIEWS ONLY INSTALLATION DETAILS..........................9-10 SCALE: SHEET 1:25 1 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. OPENING SIZE(in.) Q9!MEMSffl 39 1 45 51 57 63 69 753/8 81 87 93 99 107318 114 120 126 132 138 1453/8 1900 SW 44TH AVE. _ 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 OCALA,FLORIDA 34474 c 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 WWW.CWS.CC = 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 65.0 531/8 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 3"PVC Z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 *� , Win,„ -a,x ,.." ., MULL BAR 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ., rdca? IMPACT g68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5 ` >' ' ,ti 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 , x _ n DP CHART IS FOR: N a NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): o p 1522 CLIPS M -(4)#10 SCREWS INTO WOOD or METAL w in (4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD rn (4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 0 ZO ____-_-_ _-_ - __- -- ____- _ a 75 N Z W Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE orw O cc WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. o a OPI MING SIZE(in.) c () co 39 1 45 51 57 63 69 753/8 81 87 93 99 107318 114 120 126 132 138 1453/8U, o w 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 423/4 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 a z 48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 65.0 65.0 65 0 pPipNOREW '01,, r 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 ��y G 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 >,,, G Lu F L y G Jt`< s No 58201 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 '.` 2 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 "o= C _ � ,` ;:: ?9� STATE OFDP CHART RSEC IFOR: D O � IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: �„i��s NON-II � 1 CONFIGURATONI ULL BAR IN SHSUS FOR ANY HOWN OWN NBOLD 1776 CLIPS -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S)ATTACHED TO IT(SHOWN IN DASHES) X� (6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 6 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE B MULL BAR CLIPS. AN 4/27/2015 -( ) INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 TWIN TRIPLE TRANSOM OVR1�fWM•• • •TRAI�OM RVERTRIPLiE• TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. VERTICAL MULLION VERTICAL MULLION VERTICAL IULLION • • • SERIICAC MULLION NORTH PORT,-1 34288 • TWIN TRIPLE TWIIZONT RIPLELMUL PH.941-380-1574 1574 • • • • • ••• • HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION: ••• •• •• ••• i ••• r DP CHARTS T T W NON-INTERSECTED z z r F N 1 OPENING W J CD ('j W N SIZE MULLS DRAWN BY: DATE: j ? J •a • • •yp • • •• • • z a ADE 09/27/12 g • • •� • •• • • Wsz DWG#: REV.: •• V • of • • • • O a CWS-836 A I I II SCALE: OPENING SIZE OPENING SIZE I OPENING SIZE OPENING SIZE Fes-- MULL LENGTH 1�MULL LENGTH --a MULL LENGTH - 1:1 2HEE 10 `~ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"ITN/Tapcons into SOLID CONCRETE or WOOD,or 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. QOanw- 39 OPEMNG SIZE(in.)45 51 57 63 69 753/8 81 87 93 99 1103/8 114 120 126 132 138 1453/8 1900 SW 44TH AVE. 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 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474 c 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 WWW.CWS.CC 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 50.0 531/8 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 3"PVC z 57 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 50.0 481 W MULL BAR 63 50.0 1 50.0 50.0 1 50.0 50.0 50.0 50.0 50.0 50.050.0 50.0 50.0 50.0 50.0 49.4 47.3 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 ¢ >a "t `' x� IMPACT 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0 , a 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 a w,K :w T- a(, v w DP CHART IS FOR: N ¢ INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): Y 1522 CLIPS w m -(4)#10 SCREWS INTO WOOD or METAL co -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOODZ -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK m O a (n 1767 CLIPS ¢ p w -(6)#10 SCREWS INTO WOOD or METAL i P: cc -(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK w ¢ ¢ U o U w O � o ¢ z ..0%P4O RE W'TG,�,i HORIZONTAL MULLION :�p�?.�.CENg TWIN/TRIPLE 6.,�Qy�� VERTICAL MULLION No 58201 •'�� N O: :2z as .9 STATE OF .w: z z� SINGLE1 '��•O�F�`cC O R 10 P":N_�: W i TRIPRL i •,��S5,10NAI C2�. --- -- UNITS LI iBELOW � 4/27/2015 I�-OPENING SIZE --I }-� MULL LENGTH LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • • • • • • • • • • SHEET DESCRIPTION: •' "' •• • • • •• NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE: • ••• • ••• •• • BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12 • • • • • •• • • THROUGH THE USE OF MULL BAR CLIPS. AN DWG#: REV.: •• • • • • • • • • • • INTERSECTED MULL BAR WILL ALWAYS BE • •• • • •• • • • • ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A ••• • • • • • 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: TO THE SUBSTRATE AND OTHER MULL BARS. SHEET 1:1 3 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART# DESCRIPTION FRAME TYPE OPENING T MULLBAR CLIP "L"MULLBAR CLIP j '� 1 H-1758 1 3✓8"x 3"MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX) (F-1767-XXX) ®Uu(Y(/�" 2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note goW) 5 6,12 NEW F-1522-013 F-1767-001 LLlL�v1LJJ 3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS 4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. 7 S-1897 MULLION CLIP FIN NEW F-1522-013 F-1767-004(L&R) W ALA,FLORIDA L RI A 34474 8 SEALANT RETRO F-1522-013 F-1767-004(L&R) 9 S-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-001 10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"PVC 11 S-6018 MULLION INTERIOR COVER MULL BAR 13 P-3486 MULL BAR CAP 14 F-1522-013 3"SLOTTED NEW CONTRUC71ON FIN MULL CLIP IMPACT 15 F-1522-006 3"SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3"MULL CUP,STANDARD 17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT N H 18 F-1767-004RIL-ANGLE 3"MULL CLIP,FIN,RIGHT o o¢ 19 #10HEX WASHER HEAD TEK SCREW 20 #10 FH TEK SCREW Y f "USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT W m U Z LL Q 1 3/4' 1/2' 11/16" 9L� 1 7/16' 1 7/16"�{ 9/32" o j LU 7/16" F 1/2' -+1 7/16" W � Ir �11 1 1/4' 10 Lp/ v 7L1Si_' a a LII UUU 1/16' w m L�1/16" x(}'1/16' DRIP CAP S-1895 1 13/16" 1 13116' 3/8' ¢ U MULLION INTERIOR 1 3/16" f1 15/16) m COVER S-6018 FLANGE ADAPTER S-1896 w 2 7/16" 1L 1 11/16" (1 7/8") Q Z I--13/8" 41/8"1 t 1 13/I1i 6' �� 1/a•(TYP) 3/8^ ,` ,p.N,OREW�TI�',i J TOP VIEW 27/16 15116" No 58201 213/16" 1/8" 21116" 5/8^ 1 % Q 9 STATE OF 4u Z �Oj 13/4" 13/8"�I 1 '�iO�••••'S� iD 10 ��.Sf J13/16" 23/16" iFs..ORI 3"MULLBAR H-1758 �NA; MULLION CLIP S-1897 1 a 4 7/8' 4/27/2015 I- 21/4^ LUCAS A.TURNER,P.E. F-1522-006 FL PE#58201 •• ••• • • • • •• i/8" RETRO/FLANGE CLIP 1239 JABARA AVE. NORTH PORT,FL 34288-'ll � � � • PH.941-380-1-1574 •• •: : : • : :•1 : A•7�' - SHEET DESCRIPTION:•• ••• •• • • • F•1r22-013 JNEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK / DRAWN BY: DATE: TO REMOVE FIN FOR FRAME • ••• • ••• •• • ATTACHEMENT TO MULL BAR • • • • • • • • • ADE 09/27/12 DETAIL A ••• : • : : : • :0. : : DWG a: REV.: TYP.FIN FRAME 3:1 • •• **6 • 000 • • CWS-836 A 000 • •• • SCALE: SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 12 4 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME TYPE OPENING T"MULLBAR CLIP •'L"MULLBAR CUP (F-1522-XXX) (F-1767-XXX) ��EMSM FLANGE NEW F-1522-013 F-1767-001 RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. FIN NEW F-1522-013 F-1767-004(L&R) WWW,FLORIDA LORI A34474 RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 3"PVC MULL BAR IMPACT a iL 1 18 a Q o � W m Fes-2 3/4" 2 1/4" 0 Z m O v (n � Z > N LIJ 15/8" (2 3/4") 2 7/16" a d' ., w cr U 3/8"(2X) j wo 7/16"THRU(TYP) 1/4"THRU(TYP) 1/2" Q Z OUTSIDE PNOREW�"I 1/4"(TYP) 7/16"(TYP) 3/8" Q O : No 58201 '�-P 1 5/8" 12 314"1 1 5/8' 3" X90; STATE OF '4,j t/8" ..... z� 6 7/8" 4/27/2015 LUCAS A.TURNER,P.E. 23/4" L2 314" "L"ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201 1239 JABARA AVE. 5„ •• •• NORTH PORT,FL 34288 "L"ANGLE 3"MULL CLIP,FIN(LEF)F-1767-004L •"L"ANGLE J'MULL•LIP►Flt*(RIGHTOF-1167-004R PH.941-380-1574 • •• •• • • • •••• •• SHEET DESCRIPTION: OUTSIDE • • • • • • EXTRUSIONS DRAWN BY: DATE: • • • • • • • • • ADE 09/27/12 • • • • • •• • • DWG#: REV.: •• • • • • • • • • • • CWS-836 A SCALE: SHEET 12 5 OF 10 W1�EMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 3"PVC MULL BAR SEAL BEHIND FLANGE APPLY SEALANT ALONG FULL o IMPACT SEAL BEHIND FLANGE O PRIOR TO ATTACHING L" LENGTH OF WINDOW FRAME PRIOR TO ATTACHING TO MULLION GROOVE PRIOR TO ATTACHING 2 TO MULLION 2 13 COVER 1 1 9 9 11 3 11 11 11 N F 0 FIN MUST BE REMOVED O o WHERE WINDOWS CONNECT TO MULLAL Y I � w m N U Z m Q LL a (n Z w �AIVERTICAL/HORIZONTAL MULL BAR SECTION w O cr �A1 HORIZONTAL MULL BAR SECTION A HORIZONTAL MULL BAR SECTION 0. 6 FLANGE FRAME WINDOW 6 FIN FRAME WINDOW B BOX FRAME WINDOW p a w ¢ U p VJ w � O a O Z APPLY SEALANT ALONG FULL 11 1 2 LENGTH OF MULLBAR GROOVE aa {�OREH ��i,, 11 1 2 PRIOR TO ATTACHING DRIP `aGQS,��C E N ADAPTOR U �:' No 58201 :�1�' FIN MUST BE REMOVED �9' 'U jr WHERE WINDOWS STATE OF 1 3 ;� �Ptu � CONNECT TO MULL 9 O �iO &C O R 1©P'��u DETAIL A z 4/27/2015 SEAL BEHIND FLANGE 10 (SEE DETAIL B) SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING LUCAS A.TURNER,P.E. PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PE#58201 TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. •♦ 000 • • • • • •• PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288 • • • • s • • • • ADAPTOR PH.941-380-1574 e VERTICAL MULL BAR SECTION • d VffWl04LMUYL BAR6ECTION 1 6 FLANGE FRAME WINDOW •• IN R M�W W •• SHEET DESCRIPTION: •l ••• •• • • • •• SECTION VIEWS MULLS • �O OF DRAWN BY: DATE: ••• • •• ••• •••• ••• •• • ADE 09/27/12 DWG#: REV.: • •• CWS-836 A ••• •• • • • • DETAIL B ••• s • s • SCALE: SHEET 1:2 6 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1 18 WINDOW SYSTEMS 1900 SW 44TH AVE. CD CD CD CD OCALA,FLORIDA 34474 WWW.CWS.CC A ------ 3"PVC CD CD MULLBAR IMPACT ,. N F 13 c A 1 Y Lu m SECTION VIEW A-A cn TOP VIEW 0 Z FIN FRAME m O a (n N Z W O cc a d Lu 5: a U 2 ? Q 5"MULLBAR(H-1760) 4"MULLBAR H-1759 (SEE SEPARATE APPROVAL FOR 2 (SEE SEPARATE APPROVAL FOR 2 Q Z APPROPRIATE DP CHARTS) APPROPRIATE DP CHARTS) O [� O PNORE W Al9 GEQ 9 GP�•�� SF •.�'� 9 1 No 58201 :9 SEE NOTE 1 7 11/16"MAX.EDGE DISTANCE 11116'MAX.MAX EDGE DISTANCE SEE NOTE 1 7 ] SEE NOTE 1 7 I _1116'MAX.EDGE DISTANCE STATE OF 40 1 19 SEE NOTES 1 8 2 19 SEE NOTES 1 8 2 1 19 SEE NOTES 1 8 2 (1 EA./CLIP) (1 EAJCLIP) (1 EA./CLIP) SEE NOTE 4 0 SEE NOTE 4 0 4/27/2015 SEE NOTE 4 C 3"HORIZ.TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. C 5"HORIZ.TO 3"VERT.MULLBAR SECTION C 4"HORIZ.TO 3"VERT.MULLBAR SECTION 7 FLAN E FRAME WIND W 7 FLANGE FRAME WINDOW 7 FLAN RAM WIND W FL PE#58201 1239 JABARA AVE. NOTES: NORTH PORT,FL 34288 i i ••i i i i i s PH.941-380-1574 • •• • • • • ••• • 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(OTY 1),AS SHEET DESCRIPTION: •• ••• •• • • • •• SHOWN ABOVE. SECTION VIEWS 2. PRE-DRILLED HOLES(THRU HN CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". DRAWN BY: DATE: ••• •i• ••• •i• ••• •r• ADE 09/27/12 •• • • • • • • • 3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, •• • • • • • • • • • • REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL). THE FULL LENGTH DWG#: REV.: • •• • • •r • • • • MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL CWS-836 A 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10 • • • • • • • • • • ••• • • • ••• • • NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. WINDOW SYSTEMS TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. ( THROUGH THE USE OF MULL BAR CLIPS. AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. x x 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. 3••PVC z ? X MULL BAR J J IMPACT I L LI4 6i F-- OPENING SIZE--i --I OPENING SIZE F— OPENING SIZE" --i OPENING SIZE N ~ o O Y W O7 TWIN/TRIPLE HORIZONTAL MULLION U) TWIN TRIPLE TWIN/TRIPLE VERTICALMULLION O HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION z r m it 1 r N � Z W l S __ __ N W Q N L OPENING ~ z ISINGLE1 o a z N SIZE w z TWIN r o[ W OR ¢ U z 0 I — O ITRIPLE1 a W a UNITS BELOW W aZ1 L Or w Imo- —MULLLENGTH �--MULLLENGTH MULLLENGTHIT---,-I �d�t��b� F�OPENING SIZE MULL LENGTH ,0 Pip REcz> W CEN :9. STATE OF :4u NOTES: �4O;ccs.4 O R l b p'G�=:`• SfO 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. r 4/27/2015 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 1239 JABARA AVE. WOOD MUST BE PROTECTED TO PREVENT REACTION. •• 000 • • • • • •• NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INS►ALLNINSTRUCTION9 AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 ATIO MINIMUM SPECIFIED IN TABLE 1,SHEET 9. • •• • • • • ••• • • • • • • • • • • SHEET DESCRIPTION: 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE /CAJOPAINGI,E&B&TAENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THg PRF QQ4U_ED HALES A j y§HOWN IV JHE LIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: ADE 09/27/12 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNEDLY THE ZCMITEOT OR ENOIMEEROF SIECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REv.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE i SHED 9.�CO�VCR•ETE �D MASS NRN 9l169TRATES MAY NOT BE CRACKED. CWS-836 A 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALL01811 SHALL BE DONT BY OAERS FOLLUWINC+i THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 8 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMSffl 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 3"PVC MULL BAR IMPACT RETRO FIT 'L'ANGLE MULL BAR CLIP MULL BAR CLIP TWO REQ'D PER EACH END OF MULL N MULL BAR - MULL BAR N Q 0 O Y INSTALLATION ANCHOR INSTALLATION ANCHOR w m SEE TABLE 1 SEE TABLE 1 tq ADD STRUCTURAL ELEMENTS - STRUCTURAL ELEMENTS mZ SEALANT ALONG SEALANT ALONG t�� LLOUTSIDE EXPOSED —— AS REQ'D TO MAKE LEVEL FOR OUTSIDE EXPOSED __ EQ'D TO MAKE LEVEL FOR MULL BAR L BAR EDGE BY INSTALLER EDGE BY INSTALLER N Z W PERIMETER SEALANT PERIMETER SEALANT w O Q BYINSTALLER BY INSTALLER a EL INSIDE AND OUT MIN.EMBEDMENT INSIDE AND OUT MIN.EMBEDMENT o o_ SEE TABLE 1 SEE TABLE 1 F U SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS 0 SEE TABLE 1 SEE TABLE 1 MIN.EDGE DIST. MIN.EDGE DIST. Q Z SEE TABLE 1 - SEE TABLE 1 VERTICAL SECTION rEVERTICA CTION ,��",►ORE###4#�i 9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICLANGE("L'ANGLE)ANCHORAGE �� p,1N REW HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION H69D AND JAMBS SIMILAR FOR FLANGE INSTALLATION ��GQ`?,�,�C E NSF•:� �: �: No 58201 •'L�1� Q:• • 4 STATE OF ;�kl' T• A, P .� 0 R i CC• ;Z';ONA11 z� 4/27/2015 NOTES: LUCAS A.TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEC%4fTT 0174;EDDE QIST& • 9 2PSIUk STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" • • • •AFTER INSTALLATION. PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" • • • • • • • • SHEET DESCRIPTION: • • 3aRETRO MULLION CLIP 318"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS HOLLOW or GROUT-FILLED CMU(ASTM C-90) 1/4'ELCO ULTRACON 1-1/4" UNIT AS UNIT AS NEEDED. 3/16'ITW TAPCON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" 4.FOUR(4)ANCHORS REQUIRED PER"T MULL CLIP,SEE SHEETS 2-3. OR ELOWOO S ULTRACON • • • • • T4VEE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1- 7/8 • • • ADE 09/27/12 16 GAUGE(0.060")MIN.STEEL STUD #10-16 Hun KW IK-FLEXOR ITW FULL-WREAD • 50SEAT MULWON TIGHT TO MULL CLIP. DWG#: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0. " •7/�"• • • • • • 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE SSELF-TAPPING/ FULL lRi}ILAD • • • 6*FFA AIOQI-bRAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SPECIFIC INSTALLATION DETAILS. SCALE: SHEET 1.2 9 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 • • Y QStIEMSW 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 3"PVC MULL BAR IMPACT N RETRO FIT "L"ANGLE CLIP N H MULL BAR CLIP TWO REQ'D PER EACH END OF MULL o � MULL BAR MULL BAR g w m INSTALLATION ANCHOR - INSTALLATION ANCHOR LL O SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 0 N Z > - w SEALANT ALONGE - SEALANT ALONGE — a O G= 0.. OUTSIDE EXPOSED OUTSIDE EXPOSED o EDGE BY INSTALLER EDGE BY INSTALLER °o CL EXTERIOR FINISH ••a MIN.EMBEDMENT EXTERIOR FINISH �o� MIN.EMBEDMENT o Lu BY OTHERS ••�'' SEE TABLE 1,SHT 9 BY OTHERS SEE TABLE 1,SHT 9 a w PERIMETER SEALANT PERIMETER SEALANT IF BYINSTALLER BYINSTALLER Q O INSIDE AND OUT INSIDE AND OUT I IZI SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 o`%�'PNOREW`TI o MIN.EDGE DIST. o MIN.EDGE DIST. J�p�?:'�C E Ao I F VERTICAL SECTION SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 ': •"Z �G� VERTICAL SECTION %No 58201 10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION �9 • STATE OF ,P,ONAt� NCo`� z 4/27/2015 LUCAS A.TURNER,P.E. NOTES: FL PE#58201 1239 JABARA AVE. ••• ••• • ••• •1*SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 • • •• • • • • • AFTER INSTALLATION. PH.941-380-1574 • •• • • •• • •••• • • • • • • • SHEET DESCRIPTION: •• ••• •• • • • ZFTECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW UNIT AS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3. PRAWN BY: DATE: • ••• • ••• •• THEE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. • • • • • • • • • ADE 09/27/12 • • • • • ••• •4.fA4 MULLION TIGHT TO MULL CLIP. DWG#: REV.: •i i• • i i i• • : • ••• • s • •s5.PbRTNCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A SPr=CIFIC INSTALLATION DETAILS. SCALE: SHEET 12 10 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •