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WS-15-3115 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249489 Permit Number: WS-12-15-3115 Scheduled Inspection Date: March 07,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ETHEART, ELSIE AND BERNARDO Work Classification: Window/Door Replacement Job Address:9337 NW 2 Court Miami Shores, FL Phone Number Parcel Number 1131010150370 Project <NONE> Contractor. AMERICAN STORM PROTECTION Phone: (305)2644M46 Building Department Comments REPLACING 14 IMPACT WINDOWS AND 2 IMPACT Infractio Passed Comments DOORS. INSPECTOR COMMENTS False Inspector Comments Passed 4�— Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 04,2016 For Inspections please call: (305)762-4949 Page 9 of 41 �s �q Miami Shores Village ` . i 10050 N.E.2nd Avenue NW •" Miami Shores,FL 33138-0000 Phone: (305)795-2204 IOR r Expiration: 06/1912016 3 �3 Project Address Parcel Number Applicant 9337 NW 2 Court 1131010150370 ELSIE AND BERNARDO ETHEAF Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ELSIE AND BERNARDO ETHEART 9337 NW 2 Court MIAMI SHORES FL 33150-2212 9337 NW 2 Court MIAMI SHORES FL 33150-2212 Contractor(s) Phone Cell Phone Valuation: $ 14,400.00 AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 _._... ...:. _ ..::: _.. ._:... .:.......::::..: . -.::::::__...:.........:_. �._ Total Sq Feet: 320 Type of Work:REPLACING 14 IMPACT WINDOWS AND 21 Available Inspections: No of Openings:16 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 DBPR Fee InVO1Ce# WS-12-15-58079 $3.90 12/222015 CreditCard $300.80 $0.00 DCA Fee $3.90 Education Surcharge $3.00 Permit Fee $260.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $300.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named co tractor to do the work stated. December 22,2015 Authorized Signature:Owner / Applicant / ontractor / Agent Date Building Department Copy December 22,2015 1 • Miami Shores Village y BuildingDepartment C 17 �'� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By:-- Tel: :--Tel:(305)795-2204 Fax:(305)756-8972 "�a INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1 r t BUILDING Master Permit No. V ( �t 13 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING [] REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9337 /401 Zr4i CT City Miami Shores County Miami Dade Zip: 3316V Folio/Parcel#: 11-3101-015- 0377D Is the Building Historically Designated:Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): iF/S1E 4fhEAa.L Phone#Aoy) ,z2,-7076' Address: 9337 Al Vj 2 Of ..��...// City: IIOrM SI.6IRES State: Zip: -315V Tenant/Lessee Name: Phone#: Email: n �r- CONTRACTOR:Company Name: A M&Ri C.A&) J I0AM -PLd��id Phone#:. Address: /QW/ AlW 145r J`R N3 City: jM !AYL4! //// D State: �� Zip: Qualifier Name: SOAA27442A) Phone#:.3�$4.2/07 State Certification or Registration#:��f✓ 15 .3.2.7, Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 141 , 400. 00 Square/Linear Footage of Work: S2-0 5Q C--t Type of Work: ❑ Addition Uj Alteration ❑ New ElRepair/Replace ElDemolition Description of Work: QP O 1cie k el (14), 1 W AC T W I A 0 OWS (9-) km e A CT D ( 's Specify color of color thru tile: Submittal Fee$ 0 Permit Fee$ CCF$ COAC$ 02 Scanning Fee$ Radon Fee$ ' �� DBPR$ C) Notary$ Technology Fee$ /2 Training/Education Fee$ 2-11°oz, Double Fee$ S Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonging Cofnpany's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. `WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 �. , Signat Owner or Agent -114 Contractor IJ The foregoing instrument was acknowledged before me this 7 The foregoing instrument was acknowledged before me this day of 20 4,by VECV C ��1�i4Q.Z-' day of eC.-, 20 by d(Uj who/is personally known to me or who has produced who is personally known to me or who has produced %L4 C.4AJSC_ As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Notary Public-State of Florida y OIAZ Print: Print: of r=My Comm.Expires May 14,2019 '= Commission#FF 230936 My Commission Expires: '',, ,o` My Commi r , �My Comm.Expires May 14,2019 � ,+�• B�Idedthrough National Nnt,,. •, OF Ft"o• "Ot dumb National Notary ksm. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07XRevised 06/10/2009)(Revised 3/15/09) Prope Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:12/17/2015 Property Information z Folio: 11-3101-015-0370 � 9337 NW 2 CT Property Address: Miami Shores,FL 33150-2212 Owner BERNARD&ELSIE ETHEART - ' Mailing Address 9337NW2CT MIAMI SHORES,FL 33150-2212 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds 1 Baths/Half 3/2/0 Floors 1 + Living Units 1 Actual Area Sq.Ft ' Living Area Sq.Ft Adjusted Area 1,268 Sq.Ft Taxable Value Information Lot Size 7,500 Sq.Ft 2015 2014 2013 Year Built 1940 --- - -- ._.------. County Assessment Information Exemption Value 1 $46,498 $45,931 $44,883 Year 2015 2014 2013 Taxable Value 1 $25,000 $25,000 $25,000 Land Value $122,049 $100,962 $67,734 School Board Building Value $88,253 $85,970 $85,970 Exemption Value $25,000 $25,000 $25,000 XF Value $492 $498 $5 4 Taxable Value $46,498 $45,931 $44,883 Market Value $210,794 $187,430 _ $154,208 City Assessed Value $71,498 $70,931 $69,883 Exemption Value $46,498 $45,931 $44,883 Taxable Value 1 $25,000 $25,000 $25,000 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $46,498 $45,931 $44,883 Save Our Homes Assessment $139,296 $116,499 $84,325 Taxable Value $25,000 $25,000 $25,000 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous OR Book- Homestead Exemption $21,498 $20,931 $19,883 Sale Price Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 05/01/1994 $0 16470- Sales which are disqualified as a result of School Board,City,Regional). 1622 examination of the deed 09/01/1983 $65,000 11908- Other disqualified Short Legal Description 2726 1 53 41 MANORS PB 41-57 08/01/1979 $55,500 1049 Sales which are qualified LOT 13 BLK 3 00000- LOT SIZE 75.000 X 100 09/01/1975 $32,500 00000 Sales which are qualified OR 16470-1622 0594 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfiinfo/disclaimer.asp Version: h4://www.miamidade.gov/propertysearch/ 12/17/2015 O Elsie Etheart x o 9337 NW 2nd Court O CWS-HRI�z CWS-CM-HR CWS-HR O FL16736.1 FL6890.1 Miami Shores, FI 33150 Egress FL16736.1 37x50 O 37x50 X O13 12 11 �� CWS-SH O a Bedroom FL16177.1 -------------------- 18x38 O Fiberglass-HR LxI O : FL4334.1 Bath 32x80 CWS-HR ts,) CWS-SH CWS-SH �' FL16736.1 �-------_ FL16177.1 FL16177.1 18x24 37x38 37x50 X O O CWS-HR Fiberglass-HR FL16736.1 FL4334.137x50 36x80 ;Bed room O Egress o CWS-HR 4 5 X FL16736.1 CWS-CM-HR f - 37x38 FL6890.1 I , = ` : 37x50 Entry Door ------------------- + n x o N/A Bedroom NJ - � O CWS-HR � � � O FL16736.1 ( 76J.FLI6736.*1 CWS-HR X 74x3$ FL16736.1 X Egress 37x50 ` 37x50 - O CWS-HR 2015 F6736.1 DE 1 L1 53x50 EtF� - I ... . . . . ... . . Y e . . . . . . . . . . . .. .. . . . .. .. ... . . . 000 0 0 WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection - ADDRESS: 9337 NW 2 Court PROJECT: Elsie Etheart Miami Shores, Fl 33150 city state ZIP EXPOSURE "Cwl I ND VELOCITY 175 MPH ROOF SLOPE > loo F ` Rod Elev. Tnbutwy Area(Sq.Ft) Roof Elev. Tributary Area(4 Ft) 10 M a L�L so (ft) in 20 -W 30 40 So 40.1 3&3 36-5 -9 40.1 35 -0 -2 .9 -3&3 4�4 -- is 15 _R_Z 365 43.5 44L, 4L7 �414 40.6 --,4M2-c' 39.9 .6 39.3 53.7 50.1 48.0 46.5 45.3 39.2 38.1 37.4 VA 36.8 41.0 39.2 'At X1 37.4 36.8 + 4LO 17 17 - 2 3'Ll J 4L6 4�7 40.9 19 40.2 55.0 -!�U 51.3 47.6 46.4 l' 49.1 0 38.6 3&0 42-5 40.6 39.26 38.1 39.4 A6 �ft XO 42.5 4f 3= 40.6 jW 39.4[00' 20 2D U,� 42.2 "A 41.6 46.1 44.2 43.5 43.0 41 569 53.0 lik 50.8 49.2 49-0 22 43.4 74Z 4M# 40. 4LS 40.3 1W 39.5 2 3&9 41!4� 4LS 3&9 22 r4 47.1 4At 45.1 44.5, 44.0 43.2 42.5 sms.1 54.2 S1.9 50.3 49.0 AQL 40.1 AO 42.8 '42:f 4L6 �A 4(X8 '-'-'4 .9. 42.8 41.6 40.8 + -8 40.1 25 46.6 4 4' 45.4 , 23 4&6 44.6 43.9 60.0 57J 56.0 -,,5 S3.6 51.9 SCL6 + 45.8 Ak 43.7 '4-3�0- 41.6 4LO 43.7 41W 42.s U71 28 42.5 Al 45.8 41.6 Ail 4LO 28 49.6 47.6 46.4 �41W,45.5 44�.9 61.3 Ag 57.2 �Sit,- 54.7 43.0 S1.7 'A 42.9 'K6, ".2 --4 - 42.1 41L' 4L4 A ".2 42.1 Atj 41.4 46.2 4 42.9 Z� 46.2 - 30 30 - 4--r' S22 57.7 55.3 50.2 46.9 Aj� 415.0 -_6 4 3 ku 4&1 04 - -1 61.9 43.6 47. 45.S W 44.3 44- 43.±.:-.6 42.7 47.7 4S.5 �'KS; ".3 FAU 43.4 4 3A 42. 4 35 -8A 42 35 49.5 49.5 63.8 59.5 ��f SL7 4&3 47.4 47,6 46.7 57.0 56 55.2 545 53.8 Q: s 49-1 46.9 45.6 -45.f 44.7 *3 43.9 49.1 46.9 4tf 45.6[Ad 44.7 43.91 40 9. -11 40 56.9 .56.1..-- 51.0 53.2 �'S lal 49.7 49. 4EL8 �4O� 48.1 65.7 SL3 50 5fL7 V.755.4 50.5 4&2 469 -464 45.9 'All 45.2 p 50.5 1� 48.2 74 469 -JK* 45696 4%.;L 50.5 47 45 4S .6 54.8 52.5 -Si4 SL2 50.2 49.5 6763.0 6 594 58.5 47.0 _4 E 49.1 47.8 0 51.4 49.1 �A"147.9 SL4 46.8 404 46. 46 U so 4 so 55.13 52.1 51.2 50.4. 53.5 -Ak 68.9 64.2 S&l -4- S2-8 %S 40j_ 49.1 4&1 47.3 52.8 34 94" 48.1 474 + 50.5 57.3 S4.9 53.6 K 52.6 Stl 5L8 70.8 66.0 SS Alt 59.7 r 60�1 •00 04" *48.9 40 53.8 lZlt SL4 49.9 4&9 A-8:,5- 4&2 53.9 '&U- SL4 60 .0 A60 - S&3 SS.9 3.5 SZ7 72.0 67.2 U GENERAL NOTES FIFIGURE • D=10% OF LEAST HORIZONTAL DIMENSION: 1. TABLES VAUD ONLY FOR BUILDINGS OF • • 4 lie Do: MEAN ROOF HEIGHT 60 Fr. OR LESS. ELEVATION 'H" FOR SLOPED ROCkS 490 2. ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. BY USING FIGURE 1 AS REFERENCE. ZONE 5EM 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 D ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D SHOWN BUILDING HEIGHT IN END ZONE. 1 0 6. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAR000 CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8, ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST F13C 2014 STANDARDS dds 10-02-13 REVISIONS: am bp 1w. AL-FAROOQ CORPORATION � M date by . depc6ptim ENGINEERS&PRODUCT DEVELOPMENT O15 am"byPf HAL 1236 SW 87 AVE TEL (305)264-8100 DWO NO. Ix MIAMI,FL 33174 FAX(305)262-6978 JAVAD AHMAD FIA 70M ED C.A.N.3638 '81x/205 Florida Building Gale Online � r pdcR �� SCIS Home Log In User Registration Hot Topks i SubmR Surcharge ( Stats&Facts i Publications PBC Stall KIS SRO Map Unks Search 'us 'nes Proessi 1 product Approval USER:Public User Re MIon ® Product Approval Menu>Product or Apolication Search>Apolication List>Application Detaa mom 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 Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category ffD ••9••99 Subcategory • • • •••••• • • • • •• • 09 • • 9 • • • Compliance Method Evaluation Report from a Florida RegislMdAithitect Br a Gtensed Fldrld9••• Professional Engineer 000000 • • • 0000•• 41 Evaluation Report-Hardcopy Rece1*80•• 0 0000• • 9 0000 • 0.000 •90 0 • Florida Engineer or Architect Name who developed the Lucas A.Tumer 00:00: • • 99:990 Evaluation Report •• •• •• 000000 Florida License PE-58201 •00:0: • •0 • • • • 090••0 Quality Assurance Entity Keystone Certifications,Inc. �•��•0 Quality Assurance Contract Expiration Date 07/21/2020 • • Q tY P • ••• • •9099• Validated By Steven M.Urich,PE 00 • • ••• • • �il Validation Checklist-Hardcopy Received 0• Certificate of Independence FL16177 RI COI EvaiRen CWS-812B(SH-8100.IMP.NoSillAnch).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 https://www.floxidabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy8QtjDbrnBMuPdYuGeM3yYul882%2bJrew%3d%3d 1/2 815/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 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 F 16177 Ri iI CWS-812B(SH-8100+IMP.NOSBIARch).od 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 otter:SH-8100 PVC Impact,no sill anchors required.Safety FI 16177 R1 AE DFlPont PVB NOA 13-0129 27.odf glazing required on outer lite above 30 ft.in HVHZ.Glass EL16177 Ri AE EvalRep CW5-8128(SH-8100.IMP. complies to ASTM E1300-04. NoSiliAnch)_odf Fi 16177 RS AE Quanex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party:Yes Back Next Contac: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 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 Ifthey have one.The emalls provided may be used for oftidal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S., please dick here. Product Approval Accepts: •000.0 rtEnucs • • • 6.0.00 MOM419 • •• • • •0•••41 • •• •6•••41 • 0.00046 • • 6 ••4140•• 0000 • • • • • • •0*00• ••41• • •006• • • •••••6 41646 • 00000 •• •• •• •41.041• • 0000•• • • • • • 0 • • • • ••41.41• •06.0• • • • ••410•• • • https://www.floridabuilding.orgtpr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy8QtjDbmBlpjuPdYuGeM3yYu1882%2bJrew%3d%3d 2/2 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5t' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(l/8Ann-.090PVB-1/8Ann)inborAu% • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t : 000 '•'':• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.4.0 4917.01'••:• • t I have evaluated the interlayer and framing materials in these Dupont and Qua_ea&W0As and find :''••: that they comply with the requirements of the 5"Ed.(2014)Florida Building Code-for use in& e*:**. product. ••:.•: •••• •s••• •• •• •• ••••••• •••i • • Certification of Independence: I do not have,nor do I intend to acquire,nor will�awe,a financial interest in Custom Window Systems or in any company manufacturing or distributinZ p;ducts fgrwAoh ''''" this report is being issued. I do not have,nor do I intend to acquire,nor will I acquit%itfidancial jrltgW :0000: in any other entity involved in the testing or approval process of this product. .. 4��,�titwt I f f Al,, !� !gDRItV -fir:' No 58201 ft*. 4/18/2015 ir q Lucas A.Turner,P.E. %0 STATS OF :#&J FL PE#58201 . cr•► still Ai ,��' 2015-04-18 22:0-04.1)0 •• •• • . . .. .. . . . . • • • • . . • SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: • • ••b THE PRpDUr•T"CWN HEREIN IS DESIGNED AND MANUFACTURED •• • • •• •TO CANPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT • • • • • EDITION INCSUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. • • • • IS R4r FO Vt ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 •i• 000 •i• i IN ASj7�11 FER THE FBC. WWWCWS•CC 2.GLAZING OPTIONS:(SEE SHEET 2) 631/8"MAX OVERALL FLANGE WIDTH 8100 PVC 517/8"MAX UNIT WIDTH •• • • • ••3.CQIF1GUP,#*VONS:"O/X". SINGLE HUNG • • • • • • • • • • ••• • • • Z D:*GN PRESSURE RATING: IMPACT 4711/16"GLASS DLO • • • • • •• REGATIVE EESIGN LOADS BASED ON,TESTED PRESSURE AND • • • • • • • LES ASTM E-1300-04. A •• • • • • • -�ESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED MAX - -- -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y OVERALL 1 I DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD m m FLANGEANCHOR CALCULATIONS. Z HIGHT 17 B O 1 B 2813/18" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE I GLOSS NOT REQUIRED. v I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ) ¢ 2 813!4" I I USED AT FIXED MEETING RAIL AND JAMB. c O a HEI�CiHI 8.SERIES/MODEL DESIGNATION SH-8100. a z 0 8.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: m o X-OPERABLE SASH.0-FIXED SASH m a Z 1 t 30 3(16" 1 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR H ALAS LOCATION. NR+ u"�jy� HEIGHTX I DLO �� A4;•"'• 7V4�i 1 g 11.EXTERNAL WEEP SLOT-1/4x x 1-1/4"LOCATED 4'FROM BOTH ENDS. ��GQ�;.y�C E NSF"�✓�� e ,J; N• 58201 :ST. -- -- - ' -01% STATE OF lff 461/18' z✓� GLASS DLO 483. 4/11/2015 MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEU DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS RAW DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING Dway-NEW- SECTION VIEWS, .3 RATIN EXTRUSIONS&B.O.M............ ........4 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT CWS-812 B ANCHOR SCHEDULE&NOTES.........5 INSTALLATION DETAILS....................6 SHEET 1:15 1 OF 6 . ... . . ... % .. % .. • • . . • • • • . . • . ... . . . • ••• •i • i • •i •• • •i i• 1900 SW 44TH AVE • • • • • • OCALA,FLORIDA 34474 • • • • • • • WWW.CWS.CC ••• ••• ••• • ••• • 8100 PVC •• •• ••• •• SINGLE HUNG 0. ••• •• IMPACT •• • • • • • ••• •• 1A N a � 7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS f Q j w m m 1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED Z 7118'AIRSPACE 7/16'AIRSPACE a O a 5/18'LAMINATED GLASS 5/18'LAMINATED GLASS CC w W 1/B'ANNEALED 1/8•ANNEALED i CC .09D"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT Z (CC 1/8'ANNEALED 1/8"ANNEALED a W DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL oxo PURFECT GLAZE"W OR SIKAFLEX 552 PURFECT GLAZE'H'OR SIKAFLEX 552 m Q Z ,t�tttstuit►►►►►► 1 11 GLASS BRE 1 1/2"GLASS SITE ,`��t2 , v? No 58201 2*? STATE OF rjwfi 0 R to j�kr'.• '►�s oNaL 5;' �• FOCED LITE SASH LITE 4111 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 8H ION: GLAZING DETAILS DRA 8Y* . BAT 06/18/12 CWS-812 B SHEET 1:1 20F6 ••• ... . . • ... .• . •. .. . • . . • . • . . • . ••• . . . ... . . . • •.• •i •'• •i INTERIOR •i i" • • • • • •• 19W SW 44TH AVE. • • • • • • OCALA,FLORIDA 34474 • • • • • • • WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT .. . . . • • ••• •• to N 1 3 14 1 19 4 W � m SECTION B-B y NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. Z- 0 0 oo_' a � o 1 INTERIOR m Q Z 9 t t�tttntit+q� 8 •��G�`'•�.�G E iVS�G��i� t No 58201 *� * *Z w'p STATE OR rtV io fl .•/��4 ORNQ��4,�6LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SH D SCR ION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18112 UWT# .. NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-5Z 55.56,64,67-68 SHEET 12 30F6 . . ♦.. . ♦ . •.. .. .. . . • .. ♦. ♦ ♦ ♦ ♦ • . . . . ♦ . • . .♦. . . . . ... PAWS LIST FRAME CORNER REM PARf6 DESC1FRON VENDOR MATERIAL 3118' CONSTR�' 0N 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Micron Vinyl • Is ♦ ••• ♦ 000 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl • • • 5/16' •• • Sly 1 • • S • • •• i.--23118' 1900 SW 44TH AVE. 3 H•SD31 Main Fr.,SH,w/Flg.,PVC,L Jb. Mikron Vinyl ♦ ♦ • ♦ ♦ ♦I 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R Jb. Micron Vinyl 2 • • • • 8 OCALA WWW.CwS FLORIDA 34474 6 S-1577 Impact Hook "mark Alum 4 •• •• •• • t ••• • 8 H-6027 Sash Meet.Raft,PVC Mgk-n 211/16" 1518' 11 9 H-1497 ReI1tL Sash Meet.Re(I Ke1/16" 1116• 8100 PVC 10 H-6028 Sash Bottom Rail,PVC M •• ♦ ♦1118' •♦• • �SIDES) SINGLE HUNG 12 H-60M Sash Side/1•op/Bot.Rail M ♦ • • • • • • • • IS �^•• • •t *• . .• InnPacr 13 S-1498 Reint.S.B.R./S.S.R PVC FRAME FLANGE-6031 i r♦6 4s".^W " i PVC SASH TOP RAIL-6027 14 S-6064 Glz.Bd.,7/8" Ml •• • • • • • ••• •• 18 S-6013 Scm.Adapt.,wMib,PVC,Horiz. Mi to a 19 5.6014 Sem.Adapt.,PVC,Vert. Mronnyl 20 S-602D Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/18" $ o 23 H-1699 Reinforcement,SBR Keymark Alum 718" 24 P-2190 Balance BSI 9/18' 1 t Y j.- 25 25 P-3059 Sash Cam,PVC BSI Plastic w m 26 P-3046 Take Out Clip BSI SSry 1118" 1 5/e" fl 21/8' 1118" FDOED MEETING RAIL to 27 P-3783 Lock,Impact,PVC Interlock SCREWED TOGETHER WITH z0 28 P-40M Keeper,Impact,PVC Interlock Zamac 1/18' OUTEIRFRAME C/3 1112 IMPACT HOOK- 30 P-3215 Weep Cofer w/Flap Geer Plastic REINF., ¢ w �w 32 P-3428 Wstp.,0.270 x.187 hack FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FDCED RAIL-1836 W M ¢ 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a 38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel t 5/18' 9/16" I" z CC 39 P 4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2 t 1/8" w 40 P-3 W#8 x PH w/#6 Head,TEK,W M. Hub City Steel � ac 0 44 P Seam Sealer, er,SM-5504 Schnee 7/8' 1 t 5116' 19 45 P3752 Cap Plug,1/2"Hole M&M Nylon L t/18` 045' t/16' 00 < z 47 P•34M Sikdex 552 or Purtect Glaze"H" Sika/Henkei tne• »��+��' 4 1 P-3381 Temporary 5 Dur., /�P5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FD(ED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 5 � 52 P-3613 CWS Lbl.pogo) Pro Label yg" �J; Ifi 53 Sash SEE SHEET 2 GLASS 18, 3/a• 1la" r v; No 58201 Z?o 54 Fixed SEE SHEET GLASS t4 S*' 56 P3281 Spacer Duraseal t 15/16' 1116' r e 7/s' 62 P3218 Screen Frame,Hertz. Alimetal Alum T v1s• 1— v1s" J— s�0. STATE OF J- 63 P3218 Screen Frame,Vert. Allmetal Alum REINF.BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 �ii�t4 O R t 1+rA��.�, 64 P-3321 Screen Frame Comer Key Alimetai Plastic REINF.S.B.RJS SA.-1498 ♦r' .. 65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass �•lHIII na» •, 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl z✓L 67 P302D Screen Pull Tab Summit Alum 411112015 68 P-3033 Screen Spring,SS Fl.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 yt8- FL PE#58201 72 5.6063 Cover,Fbced Rail Micron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinlercement,Impact Hook Keymark Alum NORTH PORT, 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fasterral Steel PH.941-380-1 1574 15116" 1/2` SH DE {PT LINE ITEMS NOT USED: T16— 5.7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57 61,69 a BOM AND EXTRUSIONS 7-i t/18' 7- T SCREW SUPPORT-3113 DRAWN eY: DATE: IMPACT HOOK BAT 06/18/12 S-1577r. •- CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1 SHEET 40F6 . . ... . • . ... .. .• . . . .. .• . . . . • . . . . • . . . ... . . . . ... • ... ... wm3owmnmam it MAX(1w.) ave°;.(WR? •' . ': :. 1900 SW 44TH AVE. 6•MAX,OW.) —— • • • • i • i OCALA,FLORIDA 34474 W W W.CWS.00 I 1 SEE NOTE 2 8100 PVC MAX C. 1 •• 1 ••• •• SINGLE HUNG (TYP.) IMPACT �, O • • • • • wsT oN 1 1 $ a a 0 Y Nro ana gg T71 m m 4"(TYP•) 1 1 co 1 1N O X 6T 7 10 1�/2"— /\ 2 0 MAX O.C. o F (TYPJ c LL n. cc 1 1 Z8 1 4 1 � $ W o 4"(TYP.) z 4"(TYP•) NO ANCHORS REQUIRED IN SILL 0 5••'GBAf�•'• 4 ANCHOR LAYOUT-(FLANGE) .58201 NOTES: +p0 8TA7E OF �wfi 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL ?-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 +hills�a CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SrEffFD IPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL D N B: . 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18!12 DWG 9' SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 2W(BOX WINDOWS),FMA(AAMAlWDMA 300P(TERIOR DOORS) 1:15 50176 . . ... . • • ... .. .. . . . .• .• • • . • . . . • • . . • • •.. . . . . .•. TYPICAL HEAD ANCHORAGE • • • ••• • NMR EMBEDMENT goom MIN.EDGE DIST. •• • • •• • •• SEE TABLE 1 • • • • • • • •i TABLE 1 SUBSTRATE OOHRl�J((nJ� moI9 SW 44TH AVE. • • • • • 1/4'MAX.SHIM SEE TABLE 1 • • • • • • OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS ••• ••• 0:0 • ••• • W W W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. BY INSTALLERSEE TABLE 1 8100 PVC INSIDE AND OUT •• • • • •• ••• •• SEALANT BEHIND ••• • •SEft 1 ;�HOR SINGLE HUNG IMPACT FLANGE BY INSTALLER 1/4'MAX.SHIM • • • • • • • • • •. • • • • • ••• •• � N D PERIMETER SEALANT y F INSTALLATION ANCHOR INSIBYIDE AND OUT w m m ALLER SEE TABLE 1SEALANT BEHIND v Z FLANGE BY INSTALLER N O CONTINUOUS DOUBLE 3118'BEADS OF HORIZONTAL SECTION 8 TYPICAL JAMB ANCHORAGE w Z PERIMETER T AL SEALANT AROUND �J 2 O w PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. o S2 Ua 114'MAX SHIM SEALANT BEHIND j min FLANGE BY INSTALLER m Q Z PERIMETER SEALANT MIN.EMBEDMENTBY ttttniiJJJ INSIDE D OUT SEE TABLE I ,��, ��G S•.,Rkl' �.JG.•v 4PNo •.•yam SUBSTRATE BY OTHERS 582411 t�r SEE TABLE 1 MIN.EDGE DIST. *' it i SEE TABLE 1 %,a. 1 a VERTICAL SECTION w13% STATE OF r \,,!j TYPICAL SILL ANCHORAGE �"ii0"�� <O ry��JJs1 N AL � z� 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FL PE#58201 jUlB ANCHOR TYPE MIN EMBEDMENT MIN EDGE DIST. PERIMETER SEALANT 1239 JABARA AVE. N) 3/16•ff W TAPCON 1-1/2" 1-1/8' BY INSTALLER NORTH PORT,FL 34288 OlED CMU 117 PCF MIN. 3/18'TfIN TAPCON 1• 2' NSIDE AND OUTMSV.} 3/18"ElCO tA1RACON 1' 1' a HORIZONTAL SECTIONPH.941-38D-1574 BOX FRAME INSTALLATION SHEET D 8M . HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16•TIW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8` 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MN.SOUTHERN PNE(0=0.55) #10 WOOD SCREW 1-3/8" 7/8' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRA B: DATE' 16 GAUGE(0.060•)MN.STEEL STUD #10.16 HILTI KW IK-FLEXOR I1W FULLTHREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16' MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED t 1/8'ALUM.(6063-75 MN.)OR #10 GRADE 5 SELF TAPPING/ FULL INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.THREAD 7/16• PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 812 B 1/8"STEEL(3333 KSI MN) DRILLING SCREW THRU 0.125• SHOWN FOR FLANGE WINDOWS. SHEET 12 60F6 e � 8/5/2015 Florida Building Code Online 11111 0 1 MEN= acis Home ' Log In User ilegbitation Hot Topics t Submit Surcharge Stats&Facls Publications f Psc staff KU Site Map ( Urft search Bus'nes Proessi I Product Approval USER:Public User Re ulaton �I Product Approval Menu>Product or Anolication Search>Application List>Application Detail MEE 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/Emall 1900 SW 44th Ave. Ocala,FL 34474 i•••i• (352)368-6922 Ext 291 • • • •••••• ekoss@cws.cc • • • • •••••• • •• •••••• Quality Assurance Representative ]ay Lathrop00*09* • Address/Phone/Email 1900 SW 44th Ave. •••••• Ocala,FL 34474 • • •••••• •••• • ••••• (352)368-6922 Ext 291 •••••• ••• • ••i••0 jlathrop@cws.cc • . . • •• •• •• •••••• • Category [WIndowsSubcategory ment •••••• Compliance Method Evaluation Report from a Florida Registered Architect f3 ticoised Florida Professional Engineer r+ 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 r Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R5 COI EyalReD CWS-1610(CA-8400.IMP).odf Referenced Standard and Year(of Standard) Standard Y r 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 https:/Iwww.floridabuilding.orgtpr/pr_app_dd.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzlHrYUmo%3d 1/2 f 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products r:�dlz No",Number or Name Description 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. of Use Installation Instructions ved for use in HVHZ.•Yes FL6890 R5 II CWS-161C(CA-8400.IMP).odf ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 t Resistant:Yes Created by Independent Third Party:Yes Pressure:+67.5/-67.5 Evaluation Reports 8400 Vinyl Casement,Large Missile,DP +/-67.5 FL6890 RS AE DuPont PVB NOA 13-0129 27.odf .size 37"x 72".Outer lite in I.G.to be fully tempered EL6890 R5 AE Evalikep CWS-161C tfwe-8400, MI P),:ed 30 ft.above grade In HVHZ.Glass complies with FL6890 RS AE Ouanex ,Mikron)NOA 12-1017 02.1300-04. Created by Independent Third Party:Yes sack 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::Aaessbilkv StAtement:R�urM�meet •• Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to aWI rUrds request,do n&send elecff&t••• mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please cow$ Qy87.1395.*Pursuant to Sectioi • 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 ia>re••• one.The amails provided may be used for official communication with the licensee.However email addresses are public rot"if you do no0wish toasupply a pebronal • address,please provide the Department with an email address which can be made available to the public.To determindgf�o•are%Ilcense�AAP@*pter 455,E.i•• please click br L. • • Product Approval Accepts: •••••• ••• • ••••• • •••••• • • • • • • •••••• of hups://www.floridabuilding.orgtpr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzlHrYUmo%3d 2/2 s ' URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,4A,-2,-2A,and NCTL-210-3674-1,4A,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AANViA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,P.E. ..••.. Installation: Units must be installed according to approval document CWS-161C. : .. .• ...... . .. ...... Limitations of Use: This product: • May be used in X config.in unit sizes up to 36"x 72"with 1/8"(HS or Temp.).autboard.-air-. ;••••; 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 6%"ewidi 1/8"SCAM.' ..... or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass ...... ... . ..... • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 3®ft of grade •S •••••• • Requires max.glass daylight sizes as shown in CWS-161C S"S'S ' '. . . • Achieves design pressures of+/-67.5 psf . :000:0 ..... • Is large missile impact resistant and does not require the use of shutters '..• . ... • May be used in the High Velocity Hurricane Zone *000 • • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.02 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 50'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. st�terttttt No 58201 *-V 4/18/2015 * Lucas A. Turner,P.E. WIG jr" FL PE#58201 : TATS OF :t[t: 2DI544-20 11• :00 • • • • • • • • • • GENERAL NOTES: CASEMENT - LARGE MISSILE IMPACT 0 •i• •i 000 141E RSI 69* T6 OWN HEREIN IS DESIGNED AND MANUFACTURED ammmm J* A 0 G MP�Y 7,W E FLORIDA BUILDING CODE(FBC),CURRENT t9oD SW 44TH AVE 381/r • • DITION IMCLLWINS THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX.OVERALL 38 IA*•i• • ND IS p1M D FSR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WW WC"s•CC FLANGE WIDTH MAX OVERALL Ft wIDTHEFINED IN ASTM E 1896 PER THE FBC. 37' 3TUNIT WIDTH UNI'WIDTH 3V 0* 0LAZ Ni OP TI ONS:(SEE SHEET 2) 84M PVC MaX .A HWIDTH Maxs +wloTfTi CASEMENT )"URkJONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT ORIMPACT A SM*PRI`§SURES:————— — NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND LASS TABLES ASTM E-1300-04. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATERINFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300.04.73 Ile w wVEERALL I IMAX NCHORAGE:THE 331/3°k STRESS INCREASE HAS NOT BEEN USED IN ¢ aFLANGE I I 841/4. HE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION WHEIGHT 1 I IETAIL.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOODZRALL B 1 I NCHOR CALCULATIONS. o zQ FU HE HT 1 \ ( PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE ¢ cc NOT REQUIRED. w w I I I I c c a a 72- I I 65 1/r 83" I I s]/r ALL FRAMES AND VENTS FULLY WELDED. X MAX 99 - UNIT I ` I DLO HEIGHT , i OLD SERIESIMODEL DESIGNATION CA-8400. > > p HEIGHT I / I THE DESIGNATION X STANDS FOR THE FOLLOWING: U m ¢ Z B X- OPERABLE SASH 6 81. 1 I I ,'*�ptiwn�ij4j4� MAXI I e SASHH iT /MAX I LOCATION.SECTIONALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,,,,�GPg•Ad;...... SASH HEIGHT i \ i e ( I NO 5=1 t=tri I ——————— �Oi� STATE OF JCC Iif a 4j4r4 nliaz�� g GLASS DLO x� 30 1/r RIGHT HINGED-SHOWN 4/482015 GLASS DLO LEFT.HINGED-OPPOSITE LEFT HINGED-SHOWN LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 FEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 NCIN-HVHZ 37"x 63" 65 PSF DRAWN GLAZING DETAILS................................z ADE 05/05/07 HVHZ +I-67.5 PSF SECTION VIEWS....................................3 LARGE MISSILE IMPACT Dwoo: EXTRUSIONS&B.O.M.........................-4 NON-HVHZ +/-65 PSF OWS-161 C ANCHOR SCHEDULE&NOTES............5 37 X 72 INSTALLATION DETAILS.......................6 H 67.5 PSF359YSHEET 1:15 1 OF6 . • ... . . . •.• • . • • o : • . . ... . • ..• . . • 00 •• . • •. . •. • astylomis • 0 .' ' ••• 1900 SW 44TH AVE. 0 ' • • • • • • OCALA,FLORIDA 34474 • ••• • ••• ••• ••• • W W W.CWS.CC .. . . 0 .. ... .. 8400 PVC : ;. '. CASEMENT • • • • • •• • ' IMPACT .• . . . . . •.. .. 7/8'OVERALL 7/6"OVERALLa5 iz _ 1Ar ANNEALED or TEMPERED 118"HEAT STRENGTHENED or TEMPERED g a i p 7/18'AIRSPACE 7/16"AIRSPACE U. w w Lu 5116'LAMINATED GLASS 5/18"LAMINATED GLASS I- QQm 47 1/8'ANNEALED 118"HEAT STRENGTHENED 2 0 U..090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER SR > 1/6"ANNEALED V8"HEAT STRENGTHENED ¢ ¢ p w SIKAFLEX 552 OR SIKAFLEX 552 OR o o a a (aaPURFECTGLAZE"H" PURFECTGLAZE'W o„ cc U 17, to w V2"GLASS BITE 1/2'GLASS BITE U m Q Z 1 13 VNtaaiti7 O 0 2REIV l i,� #rn ,�AGQ�;.��0 E Itl;4F G'Q��i� 6 6 ry' No 58201 w9: STATE OF 'Flu $Q *4. �� • 4O 1O�i•�� i��ONA� GLASS TYPE A GLASS TYPE B � 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 &XF6 PH.941-380-1574 SHEET D . GLAZING DETAILS DRAWN Or DATE: MAX UNITSIZE MAX POS. DP GLASS TYPE ADE 05105/07 DWOS: .. 37"x 637 +67.5 A CWS-161 c X + SHEET 1:1 20F6 . ... • ' ' : .' • • 1900 SW 44TH AVE •i• i.• •i• IIT ERIOR •i• '•' OCALA,FLORIDA 34474 W W W.CWS.00 tt 49 48 p . . . .. ... •• 8400 PVC • • ' ' ' CASEMENT D : :'. : �e IMPACT ••• •• 1 5_ age n T � O 18 W WWs Wss } + 4 1 8 1 1 1 4 9 / 3 s SECTION VIEW B-B ZO a Bo cc Cc ir _ > a acc 1 � acc IL W INTERIOR Uma Z *;llgllliff r v t No 68241 t 10 r9: STATE OR Sfi 7 49 4/162015 LUCAS A.TURNER,P.E. 5 FL PE#58201 1239 JABARA AVE. 2 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTM' SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY. . ADE 05/05/07 DWG 8: .. ITEMS NOT SHOWN FOR CLARITY: CWS-161 C 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SHEET 12 30F6 . • ... . • • •.• •• •• . • . •• •• • • . • • • . . ... . . • . •.. PARTS UST ave^ FRAME ANE �jp�¢j��y� ITEM PART# DESCRIPTION VENDOR MATERIAL SASH CORNER l5ltylfl§Ll(U/ 1 H-6030 FR., SE.,MAW,HEAD MIKRON PVC • •• i•• SON y wmw STST lm H-60306 FR.,CASE.,MAW, ILL MIKRON • • • • t H-6030B FR.,CA E., IN,JB.,RIG MIKRON PV6 • OCA A, 44TH AVE � � • 7tar OCALA,FLORIDA 34474 4 H 60308 FR, E.,MAW,JB.,LEFT MIKRON P .• ••• • • 3 WWW.CINS.CC 5 H-6030A FR.,CASE.,W/ IN MIKRON PVC 321W 4 27/32' 6 H SASH,CA E.,TO RAIL MIKRON P 7 H-60M SASH,CASE.,BOT.RAIL MIKRON PVC • . . • nG m PVC 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC9 • • • . . PVC GLAZING BEAD CASEMENT CORNER WELD 9 H-6008 SASH,CASE., IDE RAIL,L MIKRON PV • • •• • 5-6064 (ALLSIDEb) IMPACT 10 -1592 E BTM • • • • • • t� 11 H-1593 SCREEN IL TOP/SIDE KEYMA A UMI • • PGC FLAN&E•F�E • 12 LA SEE SHE 2 H-6030B �u 13 -3028 SET.B . 85 DUR.,1/8'X7/8'X2'LG. FRANK LOWE RUBBER 14 P-3029 SCREEN LIFT-OUT SUMMIT 2t1P3z o 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLA TICS RUBBER D s 21/32 Ins~ LL w w 16 P-3195 S REEN SPRING,NO HOLE TE ION I I�4° Lu Q Q m 17 P-3197 N CORNER M&M NYLON 7 v1s• v1s- co 18 P-3217 'ISTP.,WHITE LEAF EA FRAME AMESBURY RUBBER 21/a• s COIL-062X.656 COIL,.05 X.437 g 19 P-=I SCREEN SPLINE,.155 DIA,BLK APA 1/16• P-4491P o N 20 P-3281 PACER,DURASEAL,SEE SHEET DURASEAL -MU—SPEL P-4050 R Z w Q it 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE a a PVC SASH 22 P W TP.,.270 X.187 BACK,ULTRA FIN,BLACK,SAH UL FABH-SD08 cc o v o 23 PURFECTGLAZE-Fr,SI FLE 552 HENKEL IKA a < 8. 24 P3539 #8 X3/4'QUAD PH TEK,ZINC,SCREW a a 8 w 25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER 17/32" � ' " 26 P-3587 #8 X 1'PH FH TEK 2 S, CREW FASTENAL S 17/32 0 m ¢ 0 27 P-3613 CWS LBL(L O t° t1 28 P-3685 -8400 OLD CERT.LABEL.NF TAB t 9d3L• 19/32 `rapt++s+++t+++s 1n8" fns• �+, T3REIV + 29 P-3752 CAP PLUG,1/2"HOLE M&M NYLON I I •"'•• rG�pi 30 P-3881 MP RARY LBL(NFRGDP) .J;• F•� 31 P-3940 SNUBBER, ,PVC SCREEN RAIL SIDEBTM SCREEN RAIL TOP/SIDE .+�v; No 58201 32 P-4003 TIE BAR IDE,ROTO.HDWE. ROTO S H-1`'82 H-1593 33 P-4004 #8-32 X 1/2'PH PH,MS,SSRO E. K) FASTENAL SS ''+ of * :LCA 34 P-4005 SUPPORT PLATE,LOCK,55,ROTO HD E. (Use w/P-4006) ROTO S ,9a 8TATB OF A► 35 P-40M LOCK,MULTI-POINT,ROTO HOWE,WHITE ROTO SS 31/8" 3!4^ --'j 36 P-4007 ROTO.OPERATORFOR LEFT/RIG OPEN CASEMEiTfy ROTO S I 1 37 P-4009 TRACK&SLIDER ASSM., TO OPER., HDWE.,(13') ROTO S Q s 1v16" 3132' 38 P-4010 STUD BRKT.,R PER.,LH., HDWE. ROTO S x 39 F-4012 SIM,ROTO OPERATOR,ROTO H WE.(4.8mm) ROTO LON SASH REINF. 4/18/2015 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WH ROTO S-1505 41 P-4018 E ( /R R FT RIG N CASE LUCAS A TURNER,P.E. 41/2• FL PE#58201 42 P-4020 SUPPORT WASHER,ROTO OPER,R0-r0 HDWE. ) RTO SS 43 P-4021 #8-32 x 314'Quad FH W/1/16"Lead,MS,88,ROTO P.,RO7C FASTENAL Stne• 1239 JABARA AVE. NORTH PORT,FL 34288 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16' HOP t!2' PH.941-380-1574 45 PZO1-P4040 TIE-BARS,ROTO HDWE.1-5 LOCKP I (BY OA HGT.) ROTO SS 7W I+--3• •i SHMT E K)N: 46 P-4050 REINF.COIL-ALUMINUM,5052-1-132(.050 X.434 HD PRECIS STEEL ALUM 47 P-4043 STRIKE,MULTIP i M&M NY N �- t^ T 1 BOM AND EXTRUSIONS 48 -4146x 4' FASTENAL SCREW SUPPORT BY' DATE: 49 P-4491 RENF. IL-ALUMINUM,5052- (.062 .656),HD PRECIS N STEEL ALUM PVC FIN FRAME P-3113 DRAWN 50 P-4641 #8 x 5/8•PH FLAT TEK,#7 HEAD,SS FA iADE 05/05/07 51 1 S-1505 IREINF.CASE.SASH KEYMARK ALUM DwG#: wev.: 52 1 5-6064 LZ BD.,7/8' MIKRON PV CWS-161 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 2:1 4 OF 6 . . •.• . • • • ••. 8'MAX.O.C.(TYP.) 121!2'MAX O.C.(TYP.) 4"MAX(TYP.) • • ••• :•• SEE NOTE 2 • •• aSEE I`Teo •s wwmw monmm 6"MAX(TYP.) 4•MAX )• ' ' i 1 6"p&4 O.C.(TYP.) 1900 SW 44TH AVE 121/2"MAX O.C.(TYP.) . _ •••4"MhX(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX(TYP.) SEE NOTE 2 4"MAX"P.) W W W.CWS.CC 6"MAX(TYP.) I i MAX O.C. '" ' •" 8400 PVC CASEMENT ' • ' ' " IMPACT MAX O.C. • • • • • •• •9AAX O.C. / / ', ' ' I (TYP.) 143/4" X (TYP -) O \ \ {L \ INSTALLATIONav (Tir ) W g aW m N \ ANCHOR 0 INSTALLATION ANCHOR(TYP.) \ \ ANCHOR(TYP.) \ \ ° rn ¢ ¢ p IL 2 8"THRU FRAME ANCHOR 8"THRU FRAME ANCHOR a a W HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) U ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) FOR UNITS UP TO37"x72" FOR UNITS UP TO37"x83" U m Q O ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) z FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63" �t�Ntarrq�r jORREW .AV�'.y�G vp No 5201 wz�,L ��" $ NOTES: 9• STATE OF F� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. rr�,iQ�� y<p to. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y 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 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,-1 34288 PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOUD CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1'FOR WOOD AND METAL p Y. S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05(05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: . 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 2000 ANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMANYDMA 300(EXTERIOR DOORS) SHEET 120 50F6 . • .•. . • e • • • • • MIN.EMBEDMENT . :06 TYPICAL HEAD ANCHORAGE SEE TABLE 1 • BS 1/4'MAX.SHIM e • 00 ETH 1 8 e• MIN.TDGE DIST. SUBSTRATE 19 SY' $ INTERIOR • • &1ET 'BLE 1 BY OTHERS 18�SW 44TH AVE SEE TABLE 1MIN.EDGE � • s• -;7 •• •e• f FSEE TABLE 1 OCALA,FLORIDA 34474 1/4"MAX SHIM WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 �� SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 11 INSTALLATION ANCHOR • •• :e• PVC BY INSTALLER SEE TABLE 1 . • • • • •• CASEMENT INSIDE AND OUT • • i • •e• i • MIN.EMBEDMEN7 SEALANT BEHIND • • '00 •• SEE TABLE 1 IMPACT • • • • FLANGE BY INSTALLER 1/4'MAX SHIM LO:p� PERIMETER STALLSEALANT� r n Q PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR LL w wQ SEALANT BEHIND SEE TABLE 1 F Q 6 m FLANGE BY INSTALLER L17 SEALANT BEHIND co INTERIOR FIN BY INSTALLER O INSTALLATION ANCHOR O �61 HORIZONTAL SECTION (� HORIZONTAL SECTION 8 TYPICAL JAMB ANCHORAGE 8 ' SEE TABLE 1 TYPICAL FIN ANCHORAGE Z W HEAD AND SILL SIMILAR FOR FIN INSTALLATION w w 12 NOTE:ADDITIONAL THRU-FRAME ANCHORS c c 40 (AS SHOWN IN DET.B/6)REO'D AT THE HINGE m SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. o o w SEALANT BEHIND i/4'MAX SHIM U m Q OZ FLANGE BY INSTALLER utmi�p� ��PNRRE6y?4�i PERIMETER SEALANT MIN.EMBEDMENT �0�9.•�G E M i•'�.L'P�ii a� BY INSTALLER SEE TABLE 1 INSIDE AND OUT v l NO 5B201 s?� BY O. Ztt$ SEES SUBSTRATE OTHERS MIN.EDGE DIST. ;,0i STATE OF kr� SEE TABLE 1 i&70%.F 1, ;1 SEALANT UNDER SCREW HEAD BY INSTALLER (2) VERTICALSECTION +��+•j O RMS.'•C7\Q� 6 TYPICAL SILL ANCHORAGE �j4� I its z;7- U 4/18/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 LANGE CONCRETE(20 KSI MIN.) 3116'ITW TAPCON 1-1/2' 1-118" 1239 JABARA AVE. FLANGE LLOW -FILLED CMU(117 PCF MIN.) 3116"ff W TA N 1' BY IIN�STA�LLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 3116•ELCO ULTRACON 1' 1' INSIDE AND OUT HORIZONTAL PH.941-380-1574 FLANGE GROUT FILLED CMU(ASTM C-90) 3116'ELCO ULTRACON 1-1/4' 2-1/2" B/BOX�FRAME INSTALLATION SHEET D Ff5W'. FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPOON 1-3/8' 7/8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLAKE 2X MIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, o BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILM KWIK-FLEXOR ITW FULLTHREAD 7/1g• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" D a$, 1/S' 1/8'ALUM.(6063-T5 MR)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FLANGE 7/16- INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C STEEL(33 KSI MIN) DRILLING SCREW THRU 0.125' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET FIN2X MIN.SPRUCE-PINE-FIR(G-0.42) 1#8 WOOD SCREW 1-1/2' 7/16' SHOWN FOR FLANGE WINDOWS. 12 6 OF 6 ' 8110/2015 Florida Building Code Online t 0 000 • • • • • C�Mtd SCIS Home ( Log In User Registration Hot Topics Submit Surcharge �t W00 .-acts •;,Vl attons I•�ff BCIS Site Map Unks Search Busines Professi I *USER:Product Approval •• • • •• ••• •• Public User • • • .00 • • • • • ••• • • • • •• • Regulation ..• • •. . '.• •' • • . . ... .. Product Approval Menu>Product or Application Search>Application Ust>Application Detail FL4334-R9 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email https://www.floridabuilding.org/pr/pr app_ tl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaHwHGK%2fQyxxFMC78%2fE%3d 1/6 8/10/2015 Florida Building Code Online • • ••• • • • ••• Category Exterior Dooirs'.': Subcategory Swinging E •rior••DflOr/•.."r3bliel• • .:. Compliance Method CertificatiojCMa"r Listing": .: :'• • . • : ••• . . . . • • • Certification Agency National Accreditation & Management Institute Validated By National Accreditation &MaAagejtgnt jVstitute, . •.. . . . . .. • .. . . . • • ... .• Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 Summag of Products [4334.1 Model, Number or Name Description Fiberglass Side-hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated Use Certification Agency Certificate d for use in HVHZ: Yes FL4334 R9 C CAC NI005930.O1.PDF https://www.floridabuilcding.org/p _ _ pMW-- q 6 8/10/2015 Florida Building Code Online • • ••• • • • ••• Approved for use outside HVHZ:Yes Q 614 ASsugab4f Mtrbct Expiration Date Impact Resistant: Yes 0:/28Z20:l ;•: Design Pressure: +70.0/-70.0 iHstalf G61h tn3thuctions 00• Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and Verified By:,National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, •C:reJtdJ 6y0Mdependeni Th'W Party: Minimum Design Loads for Buildings and Other Structures, *a4fation lkeports -• ' - does not exceed the design pressures listed. 3-0 x 6-8 max XIM R9 504�•df nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FLO120-05 for additional information. 'too . . oe — .. 4334.2 Fiberglass Side-hinged Door Units - 8'-O, Oiaejue.f/Sai9d:gjS6ingle Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.12df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0" max FL4334 R9 AE 503B.12df nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units - 8'-0" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4334 R9 AE 501B.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.4 Fiberglass Side-hinged Door Units - 8'-0" Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate hupsJ/www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQyxxFOC78%2fE%3d 3/6 8/10/2015 Florida Building Code Online • *00 • • • ••• Approved for use in HVHZ: Yes FV44349 �•• 1,00;930.02.PDF Approved for use outside HVHZ: Yes Qwmality A.i;#L rgpge Cant*%ct Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida •TL438 R9•••�I =12L§df;" Building Code including the High Velocity Hurricane Zone, and yerifLed By::VaV8naf ActreAlation &Management Institute where pressure requirements as determined by ASCE 7, jge$%d byDjd4pendeiaCThtrdParty: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R9 AE 501B.pdf max nominal size. Hurricane protective system is NOT Cge8t* Py.ftleVgnThird Party: Yes required. See anchor detail DWG-MA-FLO121-05 for additional ••• • • %9 a information. :• • • • .. . .. • • • . •. 4334.5 Fiberglass Side-hinged Door Units - 6'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: pp Yes FL4334 R9 C CAC NI005930.01.1313F Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.12df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.12_df max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side-hinged Door Units - 6'-8" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional information. httpsJ/www-floiidabuilding.orglpr/pr app_tl.aspx?param--GEVXQwtDgttSMGyvgTunPuaRwHGK%2fQyxxfHC78%2fE%3d 416 8/10/2015 Florida Building Code Onlige • • • • ••• 4334.7 Fiberglass Side-hinged Door Units - 14-trVaAd /•9ap&O**ZS Qoor w/ or w/o Sidelites Impact Rated . • . . . • • • • • ••• • • • • ••• Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9•C CAC NIG05930.04.PDF Approved for use outside HVHZ: Yes Qud1i$7 ranceCoNtrant•Expiration Date Impact Resistant: Yes p2/Z$/2021: : : • • Design Pressure: +50.0/-50.0sMaticrne tn'structions • Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0123.pdf Building Code including the High Velocity Hurricane Zone, and Veritiad fteNaWspa iftgeditation &Management Institute where pressure requirements as determined by ASCE 7, G'FeatiApIridggentent Third Party: Minimum Design Loads for Buildings and Other Structures, EvafuatlolrReRDl�ts;.. ••• does not exceed the design pressures listed. 12'-0" x 8'-0" FM334 it9 AE 5016.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side-hinged Door Units - 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.03.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +60.0/-60.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0122.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO122-05 for additional information. 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. Product Approval Accepts: https://www.floridabuilding.orgtpr/pr app_ tlAspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQyxxFHlC789o2fE%3d 5/6 8/10!2015 Florida Building Code OnlineNO • ••• • • • .•• •• •• • • • •• •• • • ••• • • • .. . . . .• ••• •• • ... . . . . •• . https://www.floridabuilding.Drg/pr/pr_app_ tl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQyxxFMC78%2fE%3d 6/6 NOTICE OF PRODUCT CERiV1NUVj9j Company: Masonite International Corporation [E* n No.: NI005930.01 1955 Powis Road •; ••• n Bate: 02/17/2005 West Chicago,IL 60185 .• A&te: 02/28/2021 • t 02/20/2015 S L ... ... 74- Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w and w o Sidelites(w/Wood rame unless noted) Specification:TAS 201/2021203-94/ASTM E330 Vo 000 The`Notice of Product Certification'is only valid if the NAMI Certification Label has been applied to the product as des¢riVed within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Progmmin is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X 1/S Opaque 3'0"x 6'8" +70%70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 X O/S Opaque 3'0"x6'8" +70%70 10.5 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XX I/S Opaque 6'0"x6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XX O/S Opaque 6'0"x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 Double 8.25 psf* Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XO/OX YS Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCT7-210-3105-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO US Opaque Door 9'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO O/S Opaque Door 9'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXXO US Opaque Doors 12'4"x 6'8" +50.5/-50.5 2.86 psf Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXXO 0/8 Opaque Doors 12'4"x 6'8" +55/-50.5 6.0 psf/ Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" *High Dam Threshold Anchor Detail-MA-FL0120-05 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 2307 Tel: (804)684-5124 Fax:(804)684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P.E. 233 WAWn St Manufacturer. Masonite DenvBfe,VA 24541 Report*.504B 434-688.OW9 Date:05/21/2015 rllomasOldomesoe.com Product. Single Door 3'x6'8" scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FL0156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA FLO162-07 DWG-MA FLO175-07 Anchors to be oual fied: 1.#10 Wood screw,for installation in wood frame substrates. 2. 1/4"Tapcon,for masonry installation Anchor capacity In shear condition: Solid members w/6 Wout gap: Fastener type:#10 wood screw (NOS 2012,TR12) Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm. 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F.,.= 3,350 psi Side member dowel bearing length: I'= 1.000 in Main member dowel bearirg length: 1.= 1.140 in Mode I,. Mode I. Mode II Mode III,. Mode III, Mode IV qm= 5092lbsrn qs= 707lbsrn A: 0.0008 A, 0.00120 A: 0.00134 A: 0.001689 P= 580.5 lbs P= 707 Ibs 8: 1.07 s: 0.57 s: 0.5 8: 0.000 Ko= 2.200 Ko= 2.200 C: -342.139 C: -212.263 C: -223.524 C: -93.6 Z.,= 264 Ibs Z,= 321 Ibs P= 265 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs K,= 2.2 P= 246 Ibs P= 263 Ibs PZ 235 Ibs Min.Design value: Z= 107 Ibs Z. 120 Ibs Ko= 2.2 Ko= 2.2 Ko= 2.2 Duration Factor. C'= 1.6 Z. 112 Ibs Z. 119 We Z. 107 Ibs Allowable Design Value(ZCb): Z'= 171 Ibs/anchor Fastener type:1/4"ITW Topcon N.OA.12-0816.06 Substrate:Hallow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value. Z= 161 Ibs • • Actual edge distance: 2.50 in Reduction factor: 0.85 • • ••••• ••• ••• Spacing: 4.00 in Tabulated shear design value: Z- 202 Ibs •••• i •• • •• Spacing: 2.00 in Tabulated shear design value: Z- 166 Ibs •••••• •••• • •••••• Actual spacing: 3.00 in Reduction factor: 0.91 000000 • • • Allowable Design Value(Zf o: Z"= 156 Ibs/anchor •••••• Minimum anchor capacity: 156 Ibs/anchor Nobe:Anchors wflh the least •••• • cePechY Is used for caMulaBona to gvaii/y anchors with highercapachy. ••••• •••••• ••• • • • Anchor calculations.m/n/mum re<tuired anchors • • ••••• 36.38 Design pressure: 85.0 psf •• •••••• Area Load Max. Anchor• • • • � t • • Zona Ltd.(in) O.C. Cap. Load Result: •••• ••••••� 79.25 ( ) (Ibs) (in) (Ibs) Qly (IhsS• • • • At Al 2.3 195 NIA N/A 156 2 98 OK AZ 7.7 656 6.00 18.00 156 5 131 OK • • `'01I t t(la/l// ge !, .. *; o. f TAT OF ORI s�01M.E�� Luis R.Lomas P.E. FL No.:62514 1 of 2 5/28/2015 Luis P. Lomas P.E. 233WMainSt Manufacturer. Masonite Dam4le.VA 24541 Report#: 504B 434-6884608 Date: 05/21/2015 rilomasOldomasoe.com Anchor Locations• 36.38 18.19 6.00 TYP. 6.00 TYR 6.00 13.45 MAX.O.C. 79.26 6.00 • � 0.000• • • • • 0000•• Note: •• • •• • • Anchor locations indicated in this document are the minimum required for the described product exposecr�:" • •• ••••:• at the design pressure indicated herein. 000000 0000• • • 6 •••• •0966• 0*00 • •0000 000 •9.•••9 ••• •0•• •• 09• • • •• 0000•• • 000.0• • ' •• • 0000•• XN�111i1!!/1// �� R• .L 0 M,- AT !OF00� 16 s ;� �,.�ORi©�:CO`\NNS--� Luis R.Lomas P.E. FL No.:62514 2 of 2 5/28/2015 • • • • • • • • • • W-MAX 01 ANLL rxnea WM f• f [>C 00 1{JNJ • 0 • • ' • ♦ •• $ 20.5" MAX 038.315" MAX. i i ' • c0 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O. "flANLe OIRD7ti • •i• ' ' 37.5" MAX. C1 8`-8"DOUBLE DOOR WITH/WITHOUT SIDELfi'ES wmiLSTRAO �'- FRAME V OTH I �O GENERAL Poi., 0_U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO " • • • • • U THE FLORIDA BUILDING CODE AND WHERE PRESSURE q REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. P DOES NOT EXCEED THE DESIGN PRESSURES LISTED. "D W 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF ` O A HURRICANE PROTECTIVE DEVICE(SHUTTERS n p 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNTDON TEMP ASTM D1929 752 IF> 850'F I RATE OF BURRING ASTM D835 0.58 IN C-1 PSI SMIOKE DENSITY ASTM D2843 53.48 TENSILE STRENGTH+ ASTM D63B 3 2$ DNF Z •COMPARATWE TOME STRENGTH AFTER WE41HER M 4500 HOURS XENON ARC METHOD 1 DOUBLE QM UNIT M(/SIDo . AddMM RDW rn � IiBEM In xn a ® 13 13 ® ' 1313 1313 1313 1313 13 ® 1313 �' o�Z .00 0 e • s 00fluo xowxWz j5 �� ♦ • 00 01 11 00 u L—jgo 11 swaz DOOR UNLIT DOUBLE DOOR UNtT SNGLE DOOR UNR SMIGLE DOOR (UNIT SINGLE DOOR UNIT W-stn��ITEC DOUBLE D" UNR W/SIDELITES WITH SIDELRE WITH SIDELRE YMERE w C U ro x� WATERE IS n�� DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE / 7 WE 211 I05 TABLE OF CONTENTS NG NG+ f N.T.S. SlEEI + — +1 —19.0 + — .0 +--70--8—T- -70.070.0 ofa SWS 1 A71ONS &G NOTES + — — +1 —19.0 — + 0 —50. 2 TIDNS OR or 75 + —50. +55.0 —50 MR +40. + — .5 cm gn OX 112.5 + - + .0 -50 5 +40. - + - KURT BALTW1ZOTtOPMAM NCL. 3 C LOCA & AI XX 149 + - + .0 - - + - FLORIDAP E. t � H 9911 DeN9n i4 �W : .:. *0 ; • . L c4L °Q Ir SEE DETAIL 3• 6` i •' • • t0 3• 3" 3"E 3• •.• •w • Q=4 ! i l I VXI, I 1 11 1 1 _ 00 3» m • • • .m• , U n • • • • • ' i n 0.Z Lo U n» to Fr SEE DETAIL y v,-W _ W SEE DETAIL WSEE DUAL c. — A W I-T "c- $ W 8 � • to m , 111 r6- _ 1 I 3 �-- a a 8" SEE DETAIL �jj 3N Sam 18 x 2-1/2" mzd w N a ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH �i Z $ x 2_1/2" JIO x 2" THE THRESHOLD & INTO THE w o: STRUCTURE DEEP ENOUGH z w X10 x 5/8" DETAIL E" ASTRAGAL FORA 9.375" THROW =�' #8 x 2-1/2" #10 x 1" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME X10 x 5/8" DETAIL "F" ASTRAGAL D #10 x 1" AS SHOWN. #10 X 2" 0.124'*aW-4LM ' rimy m DETAIL "C" 0SOY=Im 0�12q p 01247 7EMP. DETAIL "D" TYP. Caffaftw. wo mx ' ufuVna1 Oft:AER ,e x 1-1/2-pHs 1 mm 2111105 L 0.9621 }- 0OW 832 DW 832 SCALL. M.T.S. 1.375" 1.75'E��1.047- OR EWJ& Y n OR MAL mm ar: SWS T T T TYPICAL GLAZING DE7Alf °' 78 INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS 900 •:• : : : • • • • • ••• • 00 • � O SEE DETAIL 3. •i• i• i • • 5' O E' SHF. 23 •••� 3• Icxi 3' s' ' 3' 1 1 �•• I4 I• •• 1 ••. B" s" s. •• i•• ��i •�4i a pQ � m • • • • • • • m Q'U Op •• • • • • • ••• • LU) U 0 SEE DETAIL Mn W •} e SEE DETAIL W $1W "C" SNL 2 a — W M 6" 6"— t0 m 1 I It it 11 II o 3' 3-3• 3" 3"s B" 3• t"3" e SEE DETAIL s+ s- 'F'SHt. 2 ATTACHMENT DETAIL A HARDWARE SCHEDULE 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, —SIGNED AND SEALED BY ROBERTO LOMAS, PE sHIM1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND(FLORIDA #62514) WITH THE LOWEST (LEAST) SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLEDoCL FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE. wz BEING CONSIDERED FOR USE. JAMB, HEAD, AND 2. 4" X 4" FULL MORTISE BUTT HINGES. � THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". txt/2' coRRucATED �tox2-WOOD SCREW (2 tox2-t 2 ' x 3'FROM EPCH END $' FROM ElyCH END l SCREWS~ 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM Mw"� AND AND 12 OC EACH END ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT —0M.p2�5" o m x z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM ACIc MINIMUM EMBEDMENT OF 1-1/4". q � CAULK ® uac 2/11/ 95 AC I • sruE N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO JLX OL win SINS TRANSFER LOADS TO STRUCTURE. - au. W. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE opiam w- ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) aaac-iwt-Fro�za os 8/12/2015 Florida Building Code Online Q $ 114 • • • • • • •• of SCIS Home Login i User Registration ( Hot Topica!1 Submit Surchaje Steffi&W& ( Publications FBC Staff ( BCIS Site Map Links Search ~^�H of ••• ••• ••• • Busines Professi„ I *USER: Product Approval ••• : ; .•. ;'. ;•• ••• Public User • •.• • • • • •• • Regulation 000 •00 '' Product AwroVai Menu>Product or Aooiication Search>Application List>Application Detail s„ t g FL# FL16736-R1 �7 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 httpsJ/www.floridabuilding.orgtpr/pr app dd.aspx?param=wGEVXQwtDqu8obl%2fZm6rgPbhlz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 1/4 8/12/2015 Florida Building Code Online :'.': : M4 368*4922 Ext 291 jlaIP��ol3@cv� 4 . . ... a . . . ... Category , Win4gWs Subcategory 11orlrAtal Srl eta Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida •• jp1pf4,io0b?EjVneer 4 Molullion 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 9� Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R1 COI EvalRel2 CWS-871B (HS-8200, 74x63, IMP).12d Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D haps://www.tloridabuilding.org/pr/pr app_dd.aspx?parain=wGEVXQwtDqu8obl%2flZm6rgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 214 8/12/2015 Florida Building Code Online • • ••• • ••• •• •• • •• •• •• •• • • • • • • • • • • • Date Submitted Date Validated 04/21/2015 Date Pending FBC Approval . 04/36/ 015. ... .. . . •. . •. • Date Approved .• Z/Z;?/20'15; ••• ... ... .•• . ..• • Summanr of Products .. . . . .• ... .. rcomplles Model, Number or Al f&,; ;.• Des iption HS-8200 PVC Horizontal §lider • • AA200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. f Use Installation instructions ed for use in HVHZ: Yes FL16736 R1 II CWS-8718 (HS-8200, 74x63 IMP).pdf ed for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 t Resistant: Yes Created by Independent Third Party: Yes Pressure: +60/-60 Evaluation Reports Large Missile, 74" x 630, DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.�df t be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRep CWS-871B(HS-8200, 74x63, mplies to ASTM E1300-04. IMP).pdf FL16736 R1 AE Ouanex(Mikron) NOA 12-1017 02,12df Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 II CWS-8696 (HS-8200 111x63, IMP).12d Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27�df I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE DuPont SGP NOA 11-0624 02 pdf Glass complies to ASTM E1300-04. FL16736 R1 AE EvalReo CWS-869B (HS-8200, 111x63, IMP).pd FL16736 Ri AE Ouanex (Mikron) NOA 12-1017 02 pdf Created by Independent Third Party: Yes sack Ne;i 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 https://www.loridabuilding.org/pr/pr app_ tlAspx?param=wGEVXQwtDqu8obl%2ffZtn6rgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 3/4 8/12/2015 Florida Building Code Online c• • • on trp• Q• • •y ••• mail455 2750 Flls entity.Florida Statutes,d,contact the office by effectiv October 1,2012,Ii ensues I�en*9 Zn$er C pte�,455U have aFSny Q mustoprovide the Departmens,please contact nt with an5email addnress if t to they have one.The emails provided may be used for official commuQicatior w�jjthC Ik�njee.HpwgPer email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email add-dress wh cf�i can be made availa619 to the public.To determine If you are a licensee under Chapter 455,F.S., please click here. • • Pr&duQWProv%1 Accosts: • • H ••• ••• ••• • ••• • • ••• • • • • •• • •• • • • • • ••• •• https://www.floridabuilding.org/pr/pr app dti aspx?param=wGEVXQwtDqu8obl%2f1Zm6rgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 414 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(TY-HZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 50' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-lA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886'02/04/05,ASTM E 1996'04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 : 0099.6 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas 9A.Tumer;l��E • •. 0000.. Installation: Units must be installed according to approval document CWS-871B. 0000" 0 :0000: 0 0000.. 0000 . 0000. Limitations of Use: This product: • 0000.. ... . 00000 • May be used up to the sizes and daylight openings indicated in CWS-871B 0 0 000000 • Achieves design pressures of+/-60 psf •• • • Is Large Missile impact resistant and does not require the use of shutters 0 **9699 0000.. • May be used in the High Velocity Hurricane Zone : .'. ' :...9: • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27 0 • • Requires ex • q Quan (Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02f t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5t'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �REtV��xt��i -`4 • No 58201 sro r • s MVe 4T0�1 V1"' 0. 4 •,,C1 . .kr. 4/18/2015 Lucas A.Turner,P.E. ��+ + AI ►r � � FL PE#58201 LUCOS A.Tuffm 2 D1 -1 :00 . ... . . ... % . . . % .. . . . . . . . . . . . . . . . • ••• • • . . ••• GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IpIIPACT ••• 4.THS SflODucTSHOWN HEREIN ISDESIGNED AND MANUFACTURED J •• • •• • •• T04COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WmowmTom • • • • • • • EDML4 INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE •• IS QA r FOR W IND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 ••• 000 ••• • •• IN A�$TTiI E 1996 PER THE FBC. WWWCWS•CC 751/.1 MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS.(SEE SHEET 2) .. .. ••• 8200 PVC 3.C"FIGURATKNNS:'OIP,eco'. 74'MAX.UNIT WIDTH . . . . • • . . • HORZ SLIDER • ••• • • • • •• 4.DESIGN PRESSURE RATING: 33'GLASS DLO • • • • • •• • -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT A • • • • • • • • �TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER m v INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04, a Q I I I 5.ANCHORAGE:THE 331PJ%STRESS INCREASE HAS NOT BEEN USED 3 o O 64 t/4" I I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR g o j MAXDETAILS.W WDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD E.5 m FLANGE B B ANCHOR CALCULATIONS. to HEIGHT I 0 Z 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT P°i O REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT ° o UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT �' w Z W 63• MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND a0 2 MAX I FLYING DEBRIS. � w a HEIGHTO X I �?6" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a Ir SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a w HEIGHT � v C 8.SERIES/MODEL DESIGNATION HS-8200. in Z 581318" I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: GLASS I 5 X a OPERABLE SASH,O=FIXED SASH �� DRE��N,� DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR E A+yg'+•L"Q��i� 5 LOCATION. ►�G,•'%, 0% loo I 1 I D rvj S"S I I a I 5 11.EXTERNAL WEEP SLOT=1/4'x 1'LOCATED 4"FROM BOTH ENDS. It I C "9 STA?pE OF 'it C= A A -- �ri�O�t5i9�HO.i.�•O+"''f4 �' 5 33"GLASS DLO ri,•��nNtapf;�� 38 5/18'MAX SASH WIDTH 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET w . GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY. DATE: SCE & ELEVATIONS ADE 10/10/13 GENERAL oLZINETTALSz MAX. UNIT SIZE DESIGN PRESSURE RATIO IMPACT RATING a . EXTRUSIONSEB.LE&l............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT cws871 e ANCHOR SCHEDULE&NOTES................4 INSTALLATION DETAILS...........................5 -7 SHEET 1:15 1 OF 5 . • .•. . . • .•. •. .. • • . .• .• • • • . . • . . . • . • • . .•. • . . • .•. • • ... . ••• 7 2 Q0Wmnmffl • • . • INTI 10� • •• 1900 SW 44TH AVE. • • • • • OCALA.FLORIDA 34474 • • 1 8 • • • WWW.CWS.CC 11 1 ••• ••• 1 ••• • 8200 PVC HORZ SLIDER ' "' ' IMPACT • • • oaf $ � o 41 40 3 1 W W Q m SECTION B-B Z 8 1 t NOTE:FIXED LITE AT HEAD o N AND SILL IS SIMILAR. $ W Z Ix 0 W t 19 c 8 a cc o � m Q 0 1 41 4HEAD IMPACT �Np1t��iN��I MIDSPAN OF SASHHOOK(NP) ,9 IV PN;c ' (ITEMS 35&38) 7/8"OVERALL JG�•v SF'`;'fieri it-4 No 58201 9� 1/8'ANNEALED or TEMPERED S IM INTERIOR 7/18•AIRSPACE 991.. STATE OF 5/18'LAMI 1/8'ANNEALED �FSi O R IP�,.��.�,� SWEEP LOCK D PRI "�4ts�ONA' ONLY ENGAGED PRIOR 090 DUPONT PVB INTERLAYER TO HURRICANE FORCE WINDS. 1/8"ANNEALED �� i�L LOCATED AT THIRD POINTS 19 4 (�27) PURFECT GLAZE 9P 4/11/2015 ;1—_ n SIKAFLEX 552 LUCAS A.TURNER,P.E. 10FL PE#58201 t 1239 JABARA AVE. NORTH PORT,FL 34288s 5 PH.941-380-1574 1/2'GLASS BITESECTION VIEWS AND _ 0GLAZING DETAIL 4 DRAWN 13Y. DATE: SECTION A-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1:20 0#: . SECTION C-C ALTERNATE FIN FRAME GLASS TYPE A CWS-871 B 1:1 SHEET 12 20F5 % •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• PARTS LIST 31/8' CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8' ( fRr/ja(vujfll 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum • • OWWnWOM • ••• • • t 1/2` 2 H-1699 ReInf.S.B.R./S.S.R, Keymark Alum 0" • • i • •• 5 3 1 SWIND 44TH AVE 3 H-1836 Meet.Rail,Fxd. Keymark Alum • OCALA,FLORIDA 34474 4 H-6052 Sash TgVM.Rail Mlkron PVC 211/16" ••• •• 3 I► • 1/16, 21/8' 1/16" W W W.CWS.CC 5 H-6048 Main Fr.,SH,w/Fln.,PVC Mikron PVC 1/16" 4 6 H 6050 Sash Meet.Rail,PVC Mikron PVC CORNER WELD (ALL�SIDES) 8200 PV '• • • •' •" " HORZ SUDER 7 H-6051 Sash Side Rail,PVC Mikron PVC • • • •mit • • 8 H-6%9 Main Fr.,SH,W19g.,PVC Mikron PVC PVC FRAME FLANGE-6ft ••• • • •• • FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit • i i • • TC RRAM•E FIN-6049: •• • • • • • ••• •• 1 10 P-3033 Screen Sprirg,SS Hurley 11 P-3113 Screw t 15/18" 13/18" 8/18" Support,PVC Team Plastic Rubber 6 12 P-3218 Screen Frame Allmetal RoliForm 4 7 13 P-3228 Screen Spline,.155 Dia,Bk. Caps t 5/8' 15/8` t 5/S" 15118" 14 P-4754 Screen Frame Corner Key Allmetal Nylon 1118` 1/16" 1/16. � t/tar FIXED MEETING RAIL w ui ¢ m 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH o7 16 P-3352 Set.Blk.,85 Dur.,lAr x&8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-60.50 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FDCED RAIL COVER-6063 OUTERFRAME LL F O 17 P-3429 Wstp.,0.270 x.187 back RnSeal,Gn Uitrafab e y y 18 P-3539 #8 x3/4 Square TEK 2 Zinc Fasterel Steel sw 3/4" R m Z w 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fasterel Steel 3/16" ,–+ 2 a 0 Ir 20 P-3733or [Cap Plug,1/2"Hole lu M&M Nylon O 1 t/16^ 1artTtL„' t/ts` Q L a I21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REWF.-1898 U p 22 P-4779 Roller,Tandem M&M Nylon e` i 15116 23 P-4051 #8 x 1 114 Ph FH TEK,Wit. Fasterel Steel aro, 7/1e" 1 1J4•-- 00—LL I a Z 24 P-4069 Keeper,Impact,PVC interlock 7B' 1116` ane` r �tgsaurtr�� 25 P-447s weep Cofer w/Flap M&M Nylon j-- ��:� PS;•.....,•iV4, 26 P-4638 #8 x 21/2 Ph Trus SMS Ajax Steel PLAN VIEW-1898 HEAD IMPACT HOOK-1999 1116• 27 P-4958 Rotary Lock Sullivan Zinc S.B.RJS.S.R.-1498 ROLLER TRACK-1776 `,`�j N. r t11 •�Z i�'r 28 P-4952 Keeper,Rotary Lock Suiihran Zinc 0 3116" 29 P-4959 Wstp.,0.420 x.187 tack FlnSeai,Or Uftrafab 1/4` O STATE OF 30 P-4633 Barrel Fastener Fasterel Steel I 7/# <a 31 S-1112 RDInbeement,Head Keymark Alum .rff�,,a��yg•� L 9/ •��F�q•<•O R,t •.•••0.a� 32 S-1498 Reinf.S.B.RJS.S.R, Keymark Ahem yg PVCGLAZEBEAD-8064 I 34 S-1776 Roller Track Keymark Alum L 1/16• GLAZE BEAD-1112 35 S-1999 Frame Hook,Head,impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 t/2` 11/8" 3/8' 15/16" 41/2015 36 S-2000 Panel Catch,Head,Impact Keymark Alum 3118` LUCAS A.TURNER,P.E. 37 S 6005 Ardl Lift Mikron PVC 1- 3, � tom, tn6, 1ne• FL PE#58201 38 S-6013 Som.Adapt.,w/Nib,PVC Mikron PVC �–I 1 t PVC SCREEN CATCH-6013 PVC ANTI-LIFT-BW6 1239 JABARA AVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 1 S-6063 IFIxed Rail Cover Mikron PVC PH.941-38D-1574 41 5-6064 lGlazing Bid Mikron PVC 6Jte` SHEET DESCRPTK)N: 42 GLASS ISEESHEET2 CARDINAL I GLASS BOM AND EXTRUSIONS 43 Iftfact Glaze"H",SikaFlex 552 Henkel/Sika I Silicone tn8" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 UW6a: .. LINE ITEMS NOT USED: CWS-871 B 33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 12 30F5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • 121/2"MAX.O.C.(TYP.) .1� • • • • • • • •• 11X10 SW 44TH AVE. 5 MAX I YP.) I 3.�') : •4-MAX.(T4.)--� ►� �'Mqj(Q�(TYP.) OCALA,FLORIDA 34474 r 3'(TYP) SEE NOTE 2 ••• •• •I I •• o SEE NOTE 2 W W W.CWS.CC S'MAX(TYPJ 4*MAX 1t14S — —— INSTALLATION �PVC 1 ANCHOR(rY�.S" : : .'. • i •• ••• 1 1 INSTALLATION HORZ SLIDER ' ' ': :�': : : • ' :' ': 1 ' ANCHOR(TYP.) IMPACT m v 17' 1: a ai Max.O.C. (TYPa , Y W I I I W Q m Z to 1 1 i 1 WZ W Wg0cr a a. -- -- -- -- o o cc— I o z y ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ((3 o m ¢ Z �tttttanutt t t 31' Ne 58201 t�'U NOTES,; r1S: STATE OF 9, ?ktfi.► 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �itF •�O R�O,.•'��`� ♦tttijr,ONA%- �a,�� 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 1/15 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 5. 4/11/201 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#582011239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 5. PH.941-38D-1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:X FOR MASONRY,1"FOR WOOD AND METAL DRAWN DATE: ADE 10/10/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE #: V.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 120 4 OF 5 • • ••• • • • ••• • • • • • • • • • • TYPICAL HEAD ANCHORAGE MIN EMBEDMENT SEE TABI 1 SUBSTRATE • • • gyp S ••• wmooW MIN.EDGE DIST. 1/4"M%" • • • S€E E 1• MIN.EDGE DIST. SUBSTRATE mrsmm SEE TABLE 1 • • •• OTHERS1800 SW 44TH AVE. • /4"SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474 1MAX SHIM SUBSTRATE BY OTHERS ••• ••• • • • ••• W W W.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8m PVC IN INSTALLER • R INSTALLATION ANCHOR HORZ SODER INSIDE AND OUT SEE TABLE 1 • • • • 11 MIN.EMBEDMENT SEALANT BEHIND • • ••• •• •• SEE TABLE I IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM • • • • • • Ir IN • • ••• •• Ad n I—A T1V PERIMETER SEALANT PERIMETER SEALANT BYSALLER BY INSTALLER INSIDE AND OUT INSIDE AND OUTY W INSTALLATION ANCHOR . SEALANT BEHIND SEE TABLE 1 W Q to SEE 1 ANCHOR FLANGE BY INSTALLER SEALANT BEHIND y FIN BY INSTALLER Z rBB*N HORIZONTAL SECTION (—C1 HORIZONTAL SECTION O 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE g HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ w Z> ¢ O W w IL a � W � 1/4'MAX SHIM p W SEALANT BEHIND FLANGE BY INSTALLER v C m Q Z PERIMETER SEALANT MIN.EMBEDMENTBY INSIDALLER E AND OUT SEE TABLE 1 ,,,,Gggtl�•j1G ER£N V G��',i SUBSTRATE BY OTHERS v' No 58201 SEE TABLE 1 MW.EDGE DIST. SEE TABLE 1 �90t STATE AR t VERTICAL SECTION .i�'� � 5 TYPICAL SILL ANCHORAGE • z TABLE 1:APPROVED INSTALLATION FASTENERS 4/ 11/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/18'TIW TAPOON 1-1/2' 1-1/8' FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT FILLED CMU 117 PCF MIN. 3/18"MW TAPOON 1' 2' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3118"ELCO ULTRACON 1' 1= INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT FILLED CMU(ASTM C-90) 3116'ELOO ULTRACON 1-1/4' 2-1/2' 9 BOX FRAME INSTALLATION SHEET DESORPTION: FLANGE 2X MIN.SOUTHERN PINE(G-0.55) 3116'TIWTAPOON 1-318' 7/8- HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON I INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/6• 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0.060")MIN.STEEL STUD #10.15 HLTI KW IC-FLEXOR TtW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0.0w 7/1 16r" ADE 10/10/13 1/S"ALUM.(6063.75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD 1/8' MIN.1/4*FILLET OF CONSTRUCTION GRADE ADHESIVE CAULK IS APPLIED a . FLANGE 7/18• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B STEEL(33 KSI MK) DRILLING SCREW THRU 0.125' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G-0.55) #8 WOOD SCREW 1-1/2' V2' SHOWN FOR FLANGE WINDOWS. SCAM, SHEET 12 50F5 Property Search Application - Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY Summary Report Generated On: 12/17/2015 Property Information Folio: 11-3101-015-0370 Property Address: 9337 NW 2 CT Miami Shores,FL 33150-2212 Owner BERNARD&ELSIE ETHEART Mailing Address 9337 NW 2 CT MIAMI SHORES, FL 33150-2212 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT ��Ik Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft 4 Living Area Sq.Ft Adjusted Area 1,268 Sq.Ft Taxable` a ValueInformation�V I Lot Size 7,500 Sq.Ft 2015`1 2014 2013 Year Built 1940 County Assessment Information Exemption Value $46,498 $45,931 $44,883 Year 2015 2014 2013 Taxable Value $25,000 $25,000 $25,000 Land Value $122,049 $100,962 $67,734 School Board Building Value $88,253 $85,970 $85,970 Exemption Value $25,000 $25,000 $25,000 XF Value $492 $498 J$69,883 Taxable Value $46,498 $45,931 $44,883 Market Value $210,794 $187,430 $ City Assessed Value $71,498 $70,931 Exemption Value $46,498 $45,931 $44,883 Taxable Value $25,000 $25,000 $25,000 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $46,498 $45,931 $44,883 Save Our Homes Assessment Taxable Value $25,0001 $25,0001 $25,000 Cap Reduction $139,296 $116,499 $84,325 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $21,498 $20,931 $19,883 Previous Price OR Description OR Book- Homestead Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 05/01/1994 $0 16470- Sales which are disqualified as a result of School Board,City, Regional). 1622 examination of the deed 11 09/01/1983 $65,000 Other disqualified Short Legal Description 272626 1 5341 08/01/1979 $55,500 10497- Sales which are qualified ODELL MANORS PB 41-57 1132 LOT 13 BLK 3 00000- LOT SIZE 75.000 X 100 09/01/1975 $32,500 00000 Sales which are qualified OR 16470-1622 0594 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 12/17/2015