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WS-15-3114 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249486 PermitNumber: WS-12-15-3114 Scheduled Inspection Date:April 11,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: Hollander,Adam&Sandy Work Classification: Window/Door Replacement Job Address:270 NE 92 Street Miami Shores,FL 33138- Phone Number (786)859-3111 Parcel Number 1132060133380 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING 12 IMPACT WINDOWS AND 3 IMPACT Infractio Passed Comments DOORS. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 08,2016 For Inspections please call: (305)762-4949 Page 10 of 42 Charles C. Mitchell,P.E. 924 N. Federal Hwy. Hollywood, Fla. 33023 Civil/Structural#11127 305-336-5069 "As-Built Certificate" April 6,2016 Building Official Building&Zoning Dept. Village of Miami Shores Miami Shores,Fla. Re: Sandy Hollander 270 NE 92 'St Miami Shores,Fla. Dear Building Official, • In reference to the windows&door bucks,the wood bucks were determined to be 2by p.t.and were attached to existing concrete openings w/V4"dia.tapcon screws x 3 3/4"long spaced at 6" from corners and max. 12"o.c.elsewhere.Note all tapcon embedment were min. 1 %i".The methodology used was to visually inspect the wood bucks prior to the installation of the window &door frames. In conclusion,all work inspected was determined to be structurally sound and meets my design criteria and specifications and installed as per the approved NOA. Sincerely, �G Charles C.Mitchell,P.E. Miami Shores Village t Dr g 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 3 r Phone: (305)795-2204 "i08' i v Expiration: 06/1912016 Project Address Parcel Number Applicant 270 NE 92 Street 1132060133380 Miami Shores, FL 33138- Block: Lot: Adam&Sandy Hollander Owner Information Address Phone Coll Adam&Sandy Hollander FL (786)859-3111 Contractor(s) Phone Cell Phone Valuation: $ 20,845.00 AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 . ,....�...�....._.._.._.,___..._..__ _._._....._�__..........�.� �.�...._._�.M.. _._.._ Total Sq Feet: 300 Type of Work:REPLACING 12 IMPACT WINDOWS AND 31 Available Inspections: No of Openings:15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.80 DBPR Fee $3.75 Invoice# WS-12-15-58078 DCA Fee $3.75 12/22/2015 Credit Card $300.10 $0.00 Education Surcharge $4.20 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $18.80 Total: $300.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named con actor to do the work stated. December 22, 2015 Authorized Signature:Owner / Applicant / ntractor / Agent Date Building Department Copy December 22,2015 1 Miami SMOres Village Building Department DEC 17 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 A � Tel:(305)795-2204 Fax:(305)756-8972 B INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014` BUILDING Master Permit No. '�"�� H PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �(( CONTRACTOR DRAWINGS JOB ADDRESS: Q70 / C_ q 2 sT City: Miami Shores County: Miami Dade Zip: 33/39 Folio/Parcel#: /r•- 3.2060- o 3 - —33 2?0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: /�Co-n/struction Type: / Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): AdAm m _46LLAWdE k-, Phone#:I�7 6 3%0-9227 Address: 7 0 N 6 9a 4 .5-T City: H I AM i S41D ALES State: ;r-(, Zip: 3 3/'3 9 Tenant/Lessee Name: Phone#: Email: ��CONTRACTOR:Company Name: nZ?&2/Cj4/V QR4 �LA51467.1 Phon Address: —0961 7) UJ 1 'SrV le-JQ3 City: h4 1 AM I State: �� Zip: Qualifier Name:�C7'Y_ 2 A) rl Phone#:_!E5 / /� State Certification or Registration#: G G / .�/3 X75_Certificate of Competency M / DESIGNER:Architect/Engineer: Phone#: Address: ,r f City: State: Zip: Value of Work for this Permit:$ D U Square/Linear Footage of work: -900 'S4 F Type of Work: ❑ Addition ©Alteration ❑ New ❑ Repair a la ❑ Demolition Description of Work: cC9 Specify color of color thru tile: Submittal Fee$ Permit Fee$ ALM 0�3 CCF$ L?o.1�V CO/CC$ Scanning Fee$ Radon Fee$: ° DBPR$ Notary$_ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUES �• 1 Bonding Company's Name(if applicable) Bonding Corrtpdny's'Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of o 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 G. Signature. OWNER or AGENT 4 CONTRACTOR The foregoing instrument was/acknowledged before me this The foregoing instrument was acknowledged before me this JLLJx�dayoff Q��7�b LS 2 ,201S , by �tjday of_oc7 - ,20 /-J by ,A[JA M Pp 1 1GL�ER-who is personally known to -OnaAa J :Rgjr4�Bawho is perste onally_known to me or who has produced r-s-V 5e- as r)e or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: � , NATHALIE DIAZ �° `2+ Nota Seal: ,':° Notary Public-State of Florida Seal: €• g Notary Public-State of Florida _• Commission dF FF 230938 3 ,g Commission#FF 230936 My Comm.Expires May 14,2019 r MY Comm.Expires May 14,2019 . P its ''n4linti Bondedtl NoNattonalNotaryAwL N3110181Notary A=L APPROVED BY Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami-Dade County Page 1 of 1 A 71�4 _' AISFR R, .::r ..<' a;, PROPERTY Summary Report Generated On : 12/17/2015 Property Information Folio: 11-3206-013-3380 �� 1 r, 270 NE 92 ST Property Address: Miami Shores,FL 33138-3132 " ADAM R HOLLANDER Owner n SANDY HOLLANDER 1900 N BAYSHORE DR 2115 Mailing Address MIAMI,FL 33132 USA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,017 Sq.Ft p Living Area 1,711 Sq.Ft Adjusted Area 1,859 Sq.Ft Taxable Value Information Lot Size 9,750 Sq.Ft 2015, 2014 2013 Year Built 1946 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $233,459 $231,210 $227,055 Year 2015 2014 2013 School Board Land Value $233,772 $204,930 $181,401 Exemption Value $25,000 $25,000 $25,000 Building Value $129,386 $126,040 $126,040 Taxable Value $258,459 $256,210 $252,055 XF Value $1,484 $1,492 $1,500 City Market Va..lue. $364,642 $332,462 $308,941 Exemption Value $50,000 $50,000 $50,000 ....... Assessed Value $283,4591 $281,210 $277,055 Taxable Value $233,459 $231,2101 $227,055 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value $233,459 $231,2101 $227,055 Save Our Homes Assessment Cap Reduction $81,183 $51,252 $31,886 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption $25,000 $25,000 $25,000 04/15/2015 $520,000 29583-0234 Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, 12/01/2002 $317,000 20925-4315 Sales which are qualified School Board,City, Regional). 11/01/1998 $172,500 18373-1540 Sales which are qualified Short Legal Description L 11/01/1996 $138,000 17439-0915 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 LOT 3&E1/2 OF LOT 4 BLK 25 LOT SIZE 75.000 X 130 OR 20925-4315 12 2002 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 12/17/2015 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .. . . .. . .. . ... ... ... . ... . >> 10 O O Existing Garage • 7 • ---------------------- CWS 8700- FRENCH 700-FRENCH DOOR JIM I i2 CWS 8200-HR CWS 8200 HR �'�✓� FL14850.1 FL16736.1 CWS 8200 HR FL16736.1 34 1/2"x 81 1/2" HL 51-7/8 x 49-1/2 FL16736.2 73 x 37-1/8 CWS 8200-HR 110-1/4 x 62 FL16736.1 Egress CWS 8700-FRENCH 35-7/8 x 49-1/2 DOOR O FL148534-1/2"x 81-1/2" H L Bedroom CWS 8200-HR /2 FL16736.1 35-3/4 x 37-1/4 Bath 01- ------------- --------------------- Bedroom 1---------------------BedroomNMI NMI FL1 6736.1 s CWS 8200-HR Egress CWS 8700- CWS 8200-HR 35-3/4x 49-1/2 CWS 8200-HR L FL16736.2 FRENCH DOOR FL16736.2 92-1/4 x 62FL14850.1 92-1/4 x 62 39 x 81-3/4- HR �i CWS 8400-CSM CWS 8300-PW CWS 8400-CSMT FL6890.1 FL 13010.4 FI-6890.1 Sandy Hollander 35-7/8"x 49-1/2 F is 52 x 61-7/8 1a 35-7/8"x 49-1/2 HINGE LEFT HINGE RIGHT 270 NE 92 Street O CWS 8300-PW FL 13010.4 Miami Shores, FI 33138 52x49-1/2 P:Riami Shores Viiiage r? Irn V B DATE ",'!Cf_WITH ALL FEDERAL DEC 17 2015 Rrcul_ATtoNs � WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 270 NE 92 Street PROJECT: Sandy Hollander Miami Shores, FI 33138 City State ZIP EXPOSURE " C " F WIND VELOCITY = 175 MPH ROOF SLOPE > 100 Roof Elev. Tributary Area(Sq.Ft) Roof Elev. Tributary Area(Sq.Ft) (ft) 10 1 15 1 20 2S 30 351 40 1 45 1 50 (ft) 10 15 1 20 I 25 30 1 3S 40 4S 50 15 + 40.1 39 38.3 37.7 37.2 36.81 36.5 36.2 35.9 15 + 40.1 39 38.3 37.7 37.2 1 36.8 36.5 36.2 35.9 43.5 42.4 1 41.7 41.1 40.6 40.2 1 39.9 39.6 39.3 - 53.7 51.6 50.1 48.9 48.0 1 47.2 46.5 45.9 45.3 17 + 41.0 40.0 39.2 38.6 38.1 373_1 37.4 37.0 36.8 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 - 44.5 43.4 42.7 1 42.1 41.6 1 41.2 1 40-8 40.5 40.2 - 55.0 52.8 51.3 50.1 49.1 48.3 47.6 46.9 46.4 0 + 42.5 141.3 40.6 39.9 39.4 39.0 1 38.6 38.3 38.0 0 + 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 20 , __ 14 2D A 46.1 44.9 44.2 43.5 43.0 42.6 42.2 41.9 41-6 A 56.9 54.6 53.0 51.8 50.8 49.9 1 49.2 1 48.6 48.0 C + 43.4 42.3 41.5 40.8 40.3 39.9 i 39.5 39.2 38.9 to + 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 N - 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.5 aCL 72 n I - 58.1 55.8 54.2E 53.0 51.9 51.1 50.3 49.6 49.0 w + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 w + 44.8 43.6 42.8 42 2 41.6 41.2 40.8 40.4 40.1 O 25 - --- - -- -- O 25 -43.6 2.8 -.8 -- - 48.6 47.4 46.6 46.0 45.4 45.0 44.6 44.2 43.9 0 - 60.0 57.7 56.0 54.7 53.6 52.7 51.9 51.3 50.6 �i 28 + 45.8 44.6 43.7 43.0 415 410 41.6 41.3 41.0 28 + 45.8 44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 -a_-e. _-- -. -_-- _-� - -- a i 49.6 48.4 47.6 46.9 46.4 45.9 45.5 45.2 44.9 a - 61.3 58.9 57.2 55.8 54.7 1 53.8 43.0 52.3 51.7 N + 46.2 45.0 44.2 43.5 42.9 42.5 421 41.7 41.4 30 + 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 30 --- -_ _.-._ -_ -- - - - _. a 50.2 48.9 48.1 47.4 46.9 46.4 46.0 45.6 45.3 � - 61.9 59.5 57.7 56.4 55-3 54.4 43.6 52.9 52.2 + 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 vi + 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 v, 35 -- _ �-- - ----- ---- in 35 - - ` 51.7 50.4 1 49.5 48.9 48.3 47.8 47.4 47.0 46.7 v 63.8 61.3 59.5 58.1 57.0 56.1 55.2 54.5 53.8 a + 49.1 47.8 46.9 46.1 45.6 45.1 44-7 44.3 43.9 0- + 49.1 47.8 46.9 1 46.1 45.6 45.1 44.7 44.3 43.9 y 53.2 1 51.9 51.0 50.3 49.7 49.2 1 48.8 48.4 48.1 y 65.7 63.1 51.3 1 59.9 58.7 57.7 X49 G6.1 55.4 L�•• C 45 + 50.5 49.2 48.2 47.5 46-9 46.4 45.9 45.5 45.2 p 45 + 50.5 49.2 48.2 47,5I 4Fs 46.4 45.9 45.5 45.2 tV 54.8 53.4 52.5 51.8 51.2 50.6 50.2 49.8 49.5 tv - 67.6 64.9 63.0 1 616x•60.4°1 SS4 •St$ Si7.7 47.0so •• • + 51.4 50.1 j 49.1 48.4 47.8 47.2 46.8 46.4 46.0 so + 51.4 50.1 49.1 48-1•.4•'16. 47.2 •46.8 46.4 46.0 • 55.8 54.4 53.5 52.7 52.1 51.6 151.2 50.8 50.4 68.9 66.2 64.2E 62.7 .f A 1 60.5 59.6 58.8 58.3 00*: 55 + 52.8 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 55 + 52.8 51.5 50.5 49.7 .49.4 t1 48.5 •L"S.1 %.7 47.3 •°° 57.3 55.9 54-9 54.2 53.6 53.0 i 52.6 52.2 51.8 x - 70.8 68.0 66.0 64s G3 3 f 612 51.2 �0.4 59.7 • • Does + 53.8 514 51.4 50.6 49.9 49.4 48.9 48.5 48.2 60 + 53.8 52.4 51.4 50.6 4904 49.4 V.� X%5 48. ..°• 58.3 56.9 55.9 55.1 54.5 54.0 53.E 53.1 52.7 - 72.0 69.2 67.2 65.f� t"i163i 63.3 02.3 99.5 60.8 • • GENERAL NOTES FIGURE 1° •°•• • • ° q••.•• D=10% OF LEAST HORIZONTAL DIMENSION• • ••••• 1. TABLES VALID ONLY FOR BUILDINGS OF • • • MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS'IS THE MEAN ROOF HEIGHT. •°. ° • • 2• ROOF ELEVATION "H", IS DETERMINED ZONE 4O BY USING FIGURE 1 AS REFERENCE. >ILZONE 5 : 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEANDROOF HEAIGHT AND APPLY TO ALL FLOORS. u u5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR DD SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS Dlots;10-02-13 REVISIONS: dm•n br AI.F. AL-FAROOQ CORPORATION DEC 1 no. date by descrl tion ENGINEERS&PRODUCT DEVELOPMENT eh•ekW dY H.M DWG N0. 1 1235 SW 87 AVE TEL (305)264-8100 MIAMI,FL 33174 FAX(305)262-6978 JAVAD AHMAD FLA P.E./ 70582; E9 CAN. 3538 SHEET 1 OF 1 II 8/21/2015 Florida Building Code Online • a ° i .f i o ° i i sr .. tAARJG( � acts Home + Log to user,Registration ( Hot Topic 1 Submit Surcharge ` Stats&Facts Publications 0 FSC Stag SCIS Ste Map Unks Search i us nes ProCsi I product Approval USER:Public User Regulation li ® Product Approval Menu>Product or Aoolication Search>Application List>Application Detail 032 FL# FL13 Application Type Revis Code Version 2014 Application Status [AppMj Comments Archived • • 0000•• 0000•• Product Manufacturer Custom Window Systems Inc. 0000 • •• • ' Address/Phone/Emall 1900 SW 44th Avenue *09:09 • ••• 000000 Ocala,FL 34474 000000 • • • 0000 (352)368-6922 :*0040: • • ekoss@cws.cc • • i•••0• 0000 • ••••a Authorized Signature Koss Erin •••••• •••• • 00000 • • �• 0000•• ekoss@cws.cc •• •' • 0000•• • • 00 Technical Representative Erin Koss 0000•• • •••••• • Address/Phone/Email 1900 SW 44th Ave. : ••• • •0000' Ocala,FL 34474 00 ' •' a•0 • (352)368-6922 Ext 291 00 0 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalRep CWS-3738(PW-8300.120x48.IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 httpsJ/www-floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvQEWFM6OVrs5wFsWUkbayx8BEGDJ57PKaSsOeAMA%3d%3d 1/3 f 8/21/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-433B(PW-8150.36x72.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +75/-75 Evaluation Reports Other: PW-8150,36"x 72",DP=+/-75 psf.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalReo CWS-433B(PW-8150.36x72. Glass complies to ASTM E1300-04. IMP).Ddf EL13010 3010 n3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions, 0 •...•• • • • Approved for use in HVHZ:Yes FL13010 R3 II CWS-5108(PW-8450.C&NTHDSL I_M_P).oaf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner38201 • •• • Impact Resistant:Yes Created by Independent Tii"'arty:Yes• •• 000000 Design Pressure: +67.5/-67.5 Evaluation Reports 000000 • • Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8"xFL13010 R3 AE - •••• • 72".Outer lite must be safety glass above 30 ft.in HVHZ. FU3010 R3 AE EvalReo - 106[P � �CONTHdSL • Glass complies to ASTM E1300-04. FL13010 R3 AE Ouanex 4MUKw al NOA 12-x1017.02.odf•• • • Created by Independent Tjio:$Ity:Yes • • • 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Windoru,130"ac 48". • • ••��• • Limits of Use Installation Instructlon8 � • � • Approved for use in HVHZ:YesFL13010 R3 Ii - - •••• • Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 820 . ' • Impact Resistant:Yes Created by Independent Third Party:Yes •• • Design Pressure:+70/-70 Evaluation Reports Other:PW-8300,120"x 48",DP=+/-70 psf. Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf Impact.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRen CWS-3736(PW-8300.120x48. IMP).odf FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes FDesignPressurs: PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. f Use Installation Instructions d for use in HVHZ:Yes FL13010 R3 II CWS-159D(PW-8300.72x76.IMP).ndf ed for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Resistant:Yes Created by Independent Third Party:Yes Pressure:N/A Evaluation Reports arge Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 7 odand DP's.Outer lite must be safety glass above 30 ft. FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf Glass complies to ASTM E1300-04. FL 13010 g3 AE EvalReo CWS-159D(PW-8300,7206, IMP).odf FL 13010 R3 AE Qgpnex(Mi mn)NOA 124017 02.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 hops://www.floridabufding.orgipr/pr app dd.aspx7param=wGEVXQwtDgvQMFEH6OVrs5wFsWMbayx8BF,GDJ57PKaSsOeALf2A%3d%3d 2/3 8/21/2015 Florida Building Code Online The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address Ifthey 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 hML. Product Approval Accepts: M67RICs 0000•• • • • 0.00.0 • • • • •0.00• • •• ••000• • 0000•• • • • 000•• 0000 • • 0• • • • ••04,99 •999 • •4,4,9• • •4,••4,• •94, • •4,4,9• 00 4,• 00 ••0000 • •4,999• • 9 • • • • •4,4,.9• •4,94,4,• • 0 0 • • • • •4,94,4,• •• • • 4,4,9 • • • 4, • https://www.floridabuilding.orgtpr/pr app_ tl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsOeAI t2A%3d%3d 3/3 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) 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 5h Edition(2014)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and 4A,and NCTL-210-3955-01 and 4A,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 39554A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E. 0000.. 0000.. Installation: Units must be installed according to approval document CWS-159D.:..-*: •• •• Limitations of Use: This product: 000:0. 0000.. • May be used in O configuration in sizes up to 48"x 72"unit size at design ppmr9s of 11;5.5.12f, • or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVIW of+/-65 psf ••;••• outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D •'•'•0 •• •• • Is large missile impact resistant and does not require the use of shutters 0.0.0. .• • May be used in the High Velocity Hurricane Zone •. 0 • • . . . 0000.. • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 Sof Rvade • • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayerper Miami;Da#e, %•• NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA•?3- • 0129.271 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 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 5a'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. tfh,y?REtV r,$�►i. '. r No 58201 � r * 4 4/18/2015 r r rjr"� STATE OF �` Lucas A.Turner,P.E. c ` C 0R t R•••''�`t;•`` FL PE#58201 ` t ueU R.TU"W 2D1 -48 22:13.0 VO .. .. . • . .• .• • • . • • . • • . . . • ••• • • . . .•• . . . • ••. GENERAL NOTES: PICTURE WINDOW - LARGE MISSILE IMPACT • • ••6.THE PflODUGT&WOWN HEREIN IS DESIGNED AND MANUFACTURED •• • • •• • TO CO111PLYWIT�HRTHE FLORIDA BUILDING CODE PIC),CURRENT wwlwwnrmmw •• • : •• ANITIOZ6 I 1 NNG THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 190 SW 44TH AVE •i• 000 •i• i DEFDIy N EY1 IN896DPONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 W W W.CWS.CC 491/4" 731/4 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8m PVC 48" 72" ••3.C"61GUF"ONS:"O".ARCHITECTURAL SHAPES INCLUDE,BUT ARE MAX UNIT WIDTH MAX.UNIT WIDTH•• •0 0 � 0 NOT LIMIMD TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW 45 GLASS DLO GLASS DLO • • • • i•.4' SIGN PROSURE RATING: IMPACT •• • • • • • jQATWJ DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———————————————— GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER I I I I I LIN TREA1ION TEST PRESSURE AND GLASS TABLES c 0 4. 7711/4" I ( 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED w p p j IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR F- w ¢ .ti m 731/4" I I FLANGE I I DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD p to MAXOVERALL I HEIGHT I ANCHOR CALCULATIONS. '� 0 HEICiHTE B B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT v o !A 76" I I REQUIRED. �i N Z W I MAX ( OL � ir . UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. a � a MAX I HEIGHT pp q m HEIGHT I I i 8.SERIES/MODEL DESIGNATION PW-8300. o Q Q F I 9L Lu 7311W I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: o 69 1/8* GLASS I I e GLASS I I O m FIXED SASH. o U m Q Oz DLO 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I LOCATION. ♦��,�`O+REf f t��♦ I I B I 'o f No 56209 % A A1-1= * a Bates STATE GF* z� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38D-1574 SHEET DESCRIPTX)N: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURALLSHAPES...................2 . ANY 48"x 72" +/-55 PSF ADE 05/06107 SECTION VIEWS...................................4 " " +/-65 PSF LARGE MISSILE IMPACT DWQt EXTRUSIONS&B.O.M..........................5 NON-HVHZ 72 x 76 CWS 159 D ANCHOR SCHEDULE&NOTES............8 HVHZ +!-67.5 PSF - sHEET INSTALLATION DETAILS.......................6 1:20 1 OF 8 % •• • • • % •• • • • • • • • • • • • 2DOWWrEMM • • ••• • • • • ••• •• • • • • •• • •• • • • • • • • 1900 SW 44TH AVE. • • • • • ocaLA,FLORIDA 34474 • • • • • WWW.CWS.CC 8300 PVC PICTURE WINDOW '. :•: : : :.' :' IMPACT EUI.I.ELLIPSE("OVAL")0 • • • • • • • • FULL CIRCLE TOMBSTONE o � o 0 LL Y W W FW- W QQm Q Z LL 60 o N NW Z W a a x w O D: F a D 0 D: p � p � W DID > > 0 1M CIRCLE o v m a Z plmiis�i OCTAGON TRAPEZOID 4141 No 5$201 :y9'z STATH OF ,+ NOTES: lose 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. Z� 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET D SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 gRCLE LL TRIANGLE ARCHITECTURAL SHAPES bfgww-B-yl DATE: ADE 05/05/07 Uwe#: . CWS-159 D SHEET 1:1 20F8 • • • •f• • ••• VVIMDOlUrlt//UUtYILS„_ —/In(� •• • • •• • •• • • • • • • • • •• 1900 SW 44TH AVE. • • • • • • OCALA,FLORIDA 34474 • • • • • • • W W W.CWS.CC ••• ••• ••• • ••• • 8310 PVC " ' • ' •• '•• •• PICTURE WINDOW ••• • • • •• IMPACT 000 • • • • 61 • 00 16111111 o W2oo } 1.OVERALL 1.OVERALL I- w a ¢ m cc 3/16'ANNEALED or TEMPERED 3/16'HEAT STRENGTH or TEMPERED 4 c�Z 1/2-AIRSPACE 3/8'AIRSPACE a o (q 6116"LAMINATED 7/16`LAMI GLASS ¢ w ¢ 0 WLuu 1/8'ANNEALED3/16'HEAT STRENGTH o �a p gag d_ ff .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER o o Q b3 1/8'ANNEALED 3116"HEAT STRENGTH ovm < 0 6 PURFECTGLAZE'H' 6 PURFECTGLAZE'H' Z SIKAFLEX 552 SIKAFLEX 552 __gg�gtaurr�r 10 ❑ 1/2"GLASS SITE 1 ❑ 1/2"GLASS SITE ,,`GC FT`'A.$�.�, 7 7 Ott ��il�'•.�ORl l0�$t� alit GLASS TYPE A GLASS TYPE Blxz LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 GLAZING DETAILS GLASS MAX SIZE DRAWN BY: ATE: TYPE W x H ADE 05/05107 DP+/-55 A 48 X72 CWS-159 D DP+/-67.5 B 72 X 76 SHEET 1:1 30178 .. .. . . . .. .. • . . . • • • • • . . . • .•. • . • • ••• 3q . .•. . •.. 4 \Ss� .. . . •. • •• . • • • •• • • • ••• 1900 SW 44TH AVE • • • • OCALA,FLORIDA 34474 •i• i.• • •i• WWW.CWS.CC INTERIOR 7 6 8 8e 8m PVC .. . . .. ... .. a PICTURE WINDOW a ••• •• a IMPACT 7 • • • • • • • • • 7 An110 .- � � n so w � oao a } F- wm v e s z SECTION VIEW B-B t tt tt to W W Lu D: o u a pp � e a w INTERIOR ' ' ' O U m 6 Z �Vptwgpt� t ��V>�.v�GEN.q�,•.�„�epi $v No 58201 `;�9 L tt 00 a s t STATE OF `k+: R top 0 NO AVV 1000 in I JF2 b 4/11/2015 LUCAS A..TURNER, NER,P.E. O O FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38D-1574 7 6 SHM p SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 o e: CWS-159 D SHEET 1:1.33 40F8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PARTS LIST FRAME CORNER CONSTRUCnON ITEM PART# DESCRIPTION VENDOR MATERIAL • • • ••• ' •" % Pam 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC • •• •• • •• " 19W SW 44TH AVE 2 H-6006B FRAME, PW, MAIN,SILL MIKRONPVC •• • • • ' OCALA.FLORIDA W74 00 3 H-60068 FRAME, PW, MAIN,L.JAMB MIKRON PVC • •• • • • • • wvvw cws cc 4 H-6006B FRAME, PW, MAIN, R.JAMB MIKRON PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC •• • • • •• ••• •• CORNER wsCALE iS sloEs) PVC 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER PICTURE WINDOW • ••• •• IMPACT 7 P-3352 SET. BLK.,85 DUR., 1/8"x 5/8"x 2"LG. FRANK LOWE RUBBER �•• ; ; •.' ; ; goo ••• 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE 9 P-3752 CAP PLUG, 1/2"HOLE M&M SILICONE o n Q 10 S-6064 GLZ BE., FXD. (1"O.A. I.G.) MIKRON PVC o 11 GLASS SEE SHEET w 2 o o rWQ ¢ m U 4 2 c Z 3 116" 3 116' °� O N ~ N ; Z w v w � O W CL � a w a M (Lg oaoantLu> ; o 21 is" vts+ O Q o U m 4 Z 2 71W OP��PS;DREVy?�i4 ♦`�G7�•�.�G£ASF`+�Q'yf�i t i/2' v r No 58201 �, x ?*: PVC FRAME FLANGE-H-6006B : STATE OF4!: tfl�rA`�� PVC FRAME FIN-H-6006A 114' z 4/11/2015 LUCAS A.TURNER,P.E. Aw --o 3" FLPE#58201 73116' 8 1239 JABARA AVE. NORTH PORT,FL 34288 T— PH.941-380-1574 SHEET D . PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY. DATE: ADE 05/05/07 6 t. R CWS-159 D SHEET 1:1 50F8 •• •• • • • •• 000 •• • • • • • • • • 14"MAX.O.C.(7fLj�tSEE • • • ••• • ••••4'MAW-(•YP. M1:O.C.�P.) co"mm 1900 SW 44TH AVE. (•MAX,(TYP,) NOTE 2 •4, • SEE NOTE 2 6"MAX,(TYP.) 0 0 1J1 i i • i OCALA,FLORIDA 34474 ••• ••• -- --- WWW.CWS.CC I I •• ••• •• 8300 PVC km O0 9 0 '• PICTURE WINDOW INSTALLATION V.):*: • •• • • i MWALLATION IMPACT 14" ANCHOR(1YP.) • • • • • • • • ANCHOR(TYP.) MAXO.C. I I •• • • I • • s•• •• (TYP-) I 0 I I I gado I I I I u, Yww I I I I Wgoo > I I I I I— wQQm I I I4 o I I I I N � zw I I I I c IL ---- I IIL O Q O Q W ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIM o U m Q O DP+/-55 PSF DP+/W PSF Z ��N*aNiya4` J`� �:DR�•tq:7''•tri v f � 58201 •�� NOTES: �SlS BTkTE OF tt ' 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. ,ri�,4�r+DA1a �O,r 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. Zr� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11)2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER P.E. FL PE#RAA BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED M TABLE 1,SHEET 8. PH.941-380-1574 E T . 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. ANCHOR SCHEDULE 8c INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL DRAWN BY: DATE: ADE 05/05/07 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. DING a SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN W TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 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/AAMAIWDMA 300(EXTERIOR DOORS) 120 6 OF 8 . . ..• . • . ... . . ..• . • . . ... 4'MAX(TYP) ' -8•ylA7c®.C.mft) • • •• * wNwwmmmm 6•MAX(TYP.) 7 61W MAX O.C.(TYP.) SEE NOTE 2 4•MAX(TYP.) i • • • • W 44TH AVE SEE NOTE 2 tI WO S FLORIDA 34474 W W W.CNfS.CC ————————— —————— ———————————————— I I I .. . .. :00 .. I 8300 PVC I PICTURE WINDOW 7 5V MAX O.C. . • • • • •• • MAX O.C. (TYP.) I . . . . . . . . • IMPACT (TYP.) I •• • • • • • ••• •• Qgv� s3g n II o a o Q0 INSTALLATION I INSTALLATION I O ANCHOR MR) I O ANCHOR MP.) LL Y W W I F W Q Q m Z I I I I I W LU o ma I I I I o � oa _a I I IW � oD: I I IL —————— > > > > ————————— I-101+ Um Q Z 11 ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) DP+/65 PSF DP t/-65 PSF v: No 58201 NOTES: gob STATS pF WAV+T 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. ...... �i�4S`+ORIA *ti��i• 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16•IS PRESENT. LOAD BEARING SHIMS SHALL BE y 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 i,SHEET 8 4/1`1/2015 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 8. 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 DESCIIAPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1•FOR WOOD AND METAL DRAWN BY: DATE: ADE 05/05/07 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 s SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 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(AAMNWDMA 300p(TERIOR DOORS) 120 7 OF 8 :. •: ':' .'• % .. . . %: . . ... . /meq MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE i •: •.• • •.• �NLr SY87 L#9S 1/4'MAX SHIM • .SEiTABLE 1 • • MIS.ED,C�U MIN.EDGE DIST. • i S TABjE 1• OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLEI • • •• �}•• • 104#I�rAXSllIM WWW.CWS.CC MIN.SUBSTRATE BY OTHERS SEIN E EDGE DISI. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT $.m PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR • .. 000 • BY INSTALLER SEE TABLE 1 . . . . . . . PICTURE WINDOW INSIDE AND OUT ••• • ' " ' MIN.EMBEDMENT • • • • • SEE TABLE 1 IMPACT SEALANT BEHIND 7--ry-� • • • • • • • FLANGE BY INSTALLER • • • • • • •.• • 1/4'MAX SHIM � a .- PERIMETER SEALANT PERIMETER SEALANT LIT BY INSTALLER c 0 BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR W p } SEALANT BEHIND SEE TABLE 1 F w ¢ a m FLANGE BY INSTALLER SEALANT BEHIND z o co RN BY INSTALLER INSTALLATION ANCHOR © HORIZONTAL SECTION �1 HORIZONTAL SECTION c� g O ri r a o y SEE TABLE 1 8 TYPCCAI.JAMB ANCHORAGE \,V TYPICAL FIN ANCHORAGE � HEAD AND SILL SIMILAR FOR FW INSTALLATION $ W Z > LU w c� w z 0 tr IL a 0- a a qq w oC o a Qo c w SEALANT BEHIND 1/4'MAX SHIM FLANGE BY INSTALLER O U m Q Z �,��gtoHp,, . PERIMETER SEALANT BY INSTALLER MIN.EMBEDMENT �.��V_•4y10 SF L'P�~fig INSIDE AND OUT SEE TABLE 1 y 58201 L L SUBSTRATE EEE TABLEBY OTHERS D: ST OF MW.EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION i'p..t,O RNp P� r'T HEAD BY INSTALLER \,!j TYPICAL SILL ANCHORAGE n` �'Ui�4 O 4/1� TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. PRAMETYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(20 KSI MIN.) 3/16'TTW TAPCON 1-1/2' 1-1/S" 1239 JABARA AVE. PERIMETER SEALANT FLANGE HOLLOW OR GROUT-FILLED CMU 117 PCF MKI 3116'17W TAPOON 1' 2' BY INSTALLER NORTH PORT,FL 34288 FIANGE CONCRETE(285 KSI MK) 3/16'ELCO ULTRACON 1' 1' INSIDE AND OUT PH.941-38D-1574 �D HORIZONTAL SECTION SHMTDE \BJ BOX FRAME INSTALLATION FLANGE 2XMW.SOUTHERNPINE(G-0.55) 311VIIWTAPCON 1—• 7/• HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE WN BY: DATE: 16 GAUGE(O.Nn MIN.STEEL STUD #10-16 HILTI KWD(-FLEX OR TTW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI MLN) TEKS SELF DRBlINCi SCREW THRU 0.060" 7/16' MIN.1/4*FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 4 1/8'ALUM.M.(8(6 083 T5 MW)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D FLANGE 1/8'STEEL(33 KSI MW) DRILLING SCREW THRU 0.125' 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FW 2XMW.SOUTHERN PINE(00.55) #8 WOOD SCREW 1-1/2' 7/16' SHOWN FOR FLANGE WINDOWS. SHEET 12 80F8 r 8/5/2015 Florida Building Code Online n r BsasHorne ssJ lag In I User ReglWatim J HatTopics I Subma Surcharge I stats&Facts J Publications 1 F8c Staff J aces Ske Map ( Urft J Search J nes FroeiProduct Approval JJ USER:Public User Regulation Product Approval Menu>Pmdug or Agplicjlgp Search>Application List>AppllcnUon Detail FL# FL6890-RS 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 0000•• 0000•• Quality Assurance Representative Jay Lathrop • • • • Address/Phone/Email 1900 SW 44th Ave. •••• • ;•• •, •• Ocala,FL 34474 0000•• • •• 0000•• (352)368-6922 Ext 291 •••i•• • • • jlathrop*cws.cc 0•••• 0000 • • 0 • •000•• 0••0• 0000 • Category Windows •0.0•• ••• • 001.0• Subcategory Casement ••••0• 0•i •••••• • •0.00• • • • Compliance Method Evaluation Report from a Florida Regist$red Arc$itect osa Licensed FloftV••• 0000•• • • Professional Engineer • • • •••••• Evaluation Report-Hardcopy Recel*9•• • ••• • • Florida Engineer or Architect Name who developed the Lucas A.Tumer Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certiflcate of Independence FL6890 R5 COI EvalReo CWS-161C(CA-8400.IMP).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-OS 2005 PA/TAS 201/202/203 1994 https://www.tloridabuilding.org/pr/pr app dfl.aspx?param--wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzlHrYUmo%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 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Surnmary of Products FL# Model,Number or Name Description 6890.1 18400 Vinyl Casement 8400 Vinyl Fig/Fin Casement umits of Use Installation Instructions Approved for use in HVHZ:Yes F16890 R5 II CWS-161C(CA-8400.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports other.8400 Vinyl Casement,Large Missile,DP=+/-67.5 F 6890 R5 AE DuPont PVS NOA t 3-0'l29 �gWf psf,Max.size 37"x 72".Outer lite In I.G.to be fully tempered FLO90 RS AE EvalRep CWS-161C e,. _8 00, MP odf when used 30 ft.above grade in HVHZ.Glass complies with F 6890 R5 AE Q ua� nex( ikron)NOA 12-1017 02.pdf ASTM E1300-04. Created by Independent Third Party:Yes eack Next Contact Us::1040 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 #%d%send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please OD2ntad 859.487.1395•*PPuursuant to sectio•••••• 455.275(1),Florida Statutes,effedive October 1,2012,licensees licensed under Chapter 455,F.S.must provide the 4parrttW�enbwith an email address Ifthey have 6 one.The emalis provided may be used for official communication with the licensee.However email addresses are public rWWd.Ifo/ou do noomsh tdfsupply a personal• address,please provide the Department with an email address which can be made available to the public.To determine:you n•a license @un%JApter 455`F•Sw••• please dick haL. • Product Approval Accepts: 000:00 • • • 0000•• 00 0.000• :•••i• •9060 • • Tatter 60.00• ••• • 0000• 00 • • • • MEN= 00 • ••••• • • • • • 0 0 09: • ••6.6• • • ••66•• •• • 00* 0 6 • https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgii4Bg7NfwG9nY8C &OVDVxOFNzIHrYUmo%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 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 441`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 51` 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,-lA,-2,-2A,and NCTL-210-3674-1,-lA,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AANIA/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: :••••e 0006:9 • May be used in X config.in unit sizes up to 36"x 72"with 1/8"(HS or Tem�S�routtoard,0 0 •. 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 68i'" 1/8""1". •""' 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 30.ft:tgrade ••• • • Requires max.glass daylight sizes as shown in CWS-161C ..:..' ...... ... . • Achieves design pressures of+/-67.5 psf ••: •••••• • Is large missile impact resistant and does not require the use of shutters ...... • • May be used in the High Velocity Hurricane Zone ...... • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27t ••••' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12!f011.02t •,• •; • 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. 01011��y,�D EtV f'�Ni� ............ • f .`�i;' No 58201 'P 4/18/2015 * :* Lucas A. Turner,P.E. FL PE#58201 STATE Cf� t . td,r ��r jx+tOr ►a °, 2DI 20 11AMCM • ..• • • ••• • • • • ••• CASEMENT - LARGE MISSILE IMPACT • • GENES f ••• CII' •• • • n PRO9JCT•SHMN 4111EIN IS DESIGNED AND MANUFACTURED wi • TOACOMDLY WITH TPIE R A BUILDING CODE(FIC),CURRENT 1800 SW 44TH AVE 381/4" • • EDI�IOMINCLUDIIV�, IE FIIp VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX OVERALL 3819' ••• /dV1,t3 I;ATED FO ND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLS WIDTH MA OVERALL FLANGE WIDTH DEFINED IN ASTM E 1886 PER THE FBC. UNIT WIDTH LIMIT STH GL4ZING QPTIQ(yS&(SESi*HEET 2) 8400 PVC MAX SASHvwDTH '" •, • • • • ' • CASEMENT MAX SASH WIDTH • •• CONIING•WR•/IInla:ALL%NDOWS ARE OPEN TO OUTSIDE LEFT OR • R•IC,H:- • . . IMPACT -------- . . ——F —————— — DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-13OG-04. I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER o I I INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. 731/x• I I _ u. w w .. OVERALL I / 1 I I ANCHORAGE:THE 331!3%STRESS INCREASE HAS NOT BEEN USED IN Hwa ¢ m FLANGE I I 64 IWTHE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION to HEIGHT I I MAX I I I DETAIL.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD Z OVERALLI B I I I B ANCHOR CALCULATIONS. TIT I I PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w cc NOT REQUIRED. a a 0 rr 7r I ( 651!2• 63. I V I � ALL FRAMES AND VENTS FULLY WELDED. cc MAX. GLASS MAX U DLO UNIT N�T i /` ,I i DLO SERIES/MODEL DESIGNATION CA-8400. > > p HEIGHT w THE DESIGNATION X STANDS FOR THE FOLLOWING: U m Q z e X-OPERABLE SASH 61• I , I I *iMAX tytnnstu��i MAX I I C SASHI / I I LOCATOION.ALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR g HEIGHT I I ♦,+G 0 1. 4SASH Y r HEIGHT D I I v t No 582Q1L I \ I ` I I I ��`:� STATE OF &J I I r A fir- OR A—————— 30 10 "k#,'/nN,n�s0�� g GLASS DLO y:e- ao RIGHT HINGED-SHOWN 4/18/2015 GLASSLEFT HINGED.OPPOSITE LEFT HINGED-SHOWN LUCAS A.TURNER,P.E. FIGHT HINGED.OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATIONNON-H Y HZ��L�7 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS DTE: GENERAL NOTES&ELEVATIONS...»..1 n „ - 0 UE DRAWN Y: GL40NG DETAILS................................2 37 x 63 ADE 05/05/07 HVHZ SECTION VIEWS....................................3 +/-67.5 PSF LARGE MISSILE IMPACT DW60: v.: EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/-65 PSF CWS-161 c ANCHOR SCHEDULE&NOTE&...........5 37"x 72N INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SHEET 1:15 1 OF6 i• •i 'i' a'• is •i 0:0 • • • • • • • • • • • • • • s • • • 00 0 000 •• • • •s s •• • SYSTEm • • • 0 1 9W SW 44TH AVE. • • • • • • • OCALA,FLORIDA 34474 ••• ••• ••• • ••• • WWW.CWS.CC •• • • • •• ••• •• 870 PVC :.: ; ; ; ; j• '. CASEMENT • • • • • •• • ' IMPACT 00 0 0 000 so 716'OVERALL 7/s"OVERALL eggg uj 1/S"ANNEALED or TEMPERED VS"HEAT STRENGTHENED or TEMPERED A g p 7/1s"AIR SPACE 7/16'AIRSPACE u. w w wa 5/16'LAMINATED GLASS 5/16'LAMINATED GLASS I- am 1/8"ANNEALED 1fi8'HEAT STRENGTHENED L6 080 DUPONT PVB INTERLAYER .090 DUPONT PVS INTERLAYER >�_y 1/8'ANNEALED 1/8"HEAT STRENGTHENED ¢ ¢ p W SIKAFLEX 552 OR SIKAFLEX 552 OR c o a a PURFECTGLAZE'H' PURFECTGLAZE'H' �u �u a aC w > > W GLASS SITE 1/2"GLASS SITE O 000aZ 1 1 (� D&Lot �t�taFimisijl 2REW +i+i v dp Mrs 58201 ;�N_11 y'o'�F'':4 o R i4�:'�r• GLASS TYPE A GLASS TYPE B 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.941-38D-1574 SHEET ESRIPTIDN: GLAZING DETAILS DRAWN BY: VATE' MAX UNIT SI2E MAX POS.DP42A S TYPE ADE 05/05/07 DWGr. v.: 37"x 63" +67.5 CWS-161 c X +67.5 SCALE SHEET 1:1 20F6 . ... .• .. .. ... • • . • • •.. •: . .• •; •• . ': .•• WINDONV srs'PEM • • • 1800 SW 44TH AVE. ltkERIOR •i• i •i OCALA,FLORIDA 34474 W W W.CWS.CC tt 48 18 ..• 840 PVC • : : o• ' CASEMEN .' IMPACT .• •" 108 W W � 1 4 t a t 1 8 1 3 WaoO }O c/)s6 SECTION VIEW B-B ZO a o (q 22 Q W a a d O 2 � W INTERIOR v m a z a�gsusirrhrj ��RREby lrpi N;qMrs v t No 58201 ,9 r t, i•�r�s nN�`�s•�s g 4/18/2015 S LUCAS A.TURNER,P.E. FL PE#58201 2 __ __ O 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEETDE IPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY. DATE: ADE 05/05107 Dwaa: . ITEMS NOT SHOWN FOR CLARITY: CWS-161 C 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SHEET 1 30F6 • . ... ••• :. .. • 000 00 . • ... 0 000 PARTS UST 3 vs• FRAME AND ITEM PARTS DESCRIPTION VENDOR MATERIAL , •• FR. ••1SASH CORNER 6008 MAIN, • •�0 . 2 60308 • 0 • •• ONRJC710N � S SILL73 MAIN, . N . • • 1900 SW 44TH AVE.3 H FR, E.,MAWJ .,RIGHT MIKR • FLORIDA 34474 47 a4 -6008 R,USE.,MAW,JB.,LEFT M N PV ••• • WWW.CWS.CC 5 H 6030A FR,CASE.,W/FW MIKRON PVC •i 32v327/32 6 H-6008 SASH,CASE.,TiGPIRAIL MIKRON PVC 7 H-6008 SASH,CASE.,SOT.RAIL MIKRON PVC 00 118"00 090 ••• 8"PVC 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKR N P C p • CASEMENT 9 H-6006 SASH,CA IDE RAIL,LOCK IKRON PV •• i • i i i.•PV.6MCiBEAD CORNER WELD 10 -1592 I B E AL • . • • • • IMPACT 11 H-1593 SCREEN RAIL P/ IDE YMA ALUM PVC FLAAGE FF�AMI • • • 000 •• •• �� 12 GLASS SEE SHE 2 H-60306 13 3028 SET.B .,85 DUR,1/8"X7/8"X2"LG. FRANKLOWE RUBBER14 P-3029 C FT UT UMMIT 211/32• 21/32• Ins•-�-y a "� o 15 P-3113 SCREW SUPPORT FOR PVC TEAM P RUBBE I I LL w w 16 P-3195 SCREEN SPRING,NO HO TENSION D 8 4g UP g a m 17 P-3197M&MN 8 v1s• vt3• m 18 P-3217 W TP.,WH LEAF SEAL,FRAME AMESBU RUBBER 21/4" 9 COIL .062 X.656 COIL,.05X.437 g 19 P-3228 _Sb REEN_S P NE,.155 DIA,B DAPA 20 P-3281 SPA ER,DURASEAL,SEE SHE 3 D A TRUSEALL v16• P 4491 P 4050 $ z w 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE w w O OG 22 P-3429 STP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH LTRAFAB PVC SASH o. n a 23 PURFECT GLAZE"H",SIKAFLEX552 HE EL,SIKA H-6008Cr 24 1 P-3539 #8 X4"QUAD PH TEK,ZINC,SCREW o o w 25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER17 17/32" > > o 26 P-3587 #8 1"P FH TE 2,SS,SCREW FA TE L SS 27 P-3613 CWS LB (LOGO) Z 29 P-3 CA685 S GO H LABEL NFRC TAB M &M NYLON 1 lite~ 1 vte• ,�� pDp °Wj��i*.� 30 P-3881 TEMPORARY LBL(NFRC/DP) 0' f• j'ICBkg 31 P-3940 SNUBBER, PVC SCREEN RAILSIDE/BTM �a •+y �' $ SCREEN RAIL v� NO 58201 q 32 P-40M TIE BAR GUIDE,ROTO.HDWE. ROTO SS H-1592 H-1593 _s'* 33 P-4004 #8-32 X 1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS '. p; arl 34 P-4005 NUPPORT PLATE,LOCK,SS,ROTO WE. (Use w/P-4006) ROTO SS STATE OF r 35 PF-40W L ,MULTI-POINT,ROTO OWE., HITE RO SS 3 vs• 3J4• '.aT�•� P ew: 37 P 4009 ROTO.36 P-4007 C &P ODER ASSM R TO LEFT/RIGHT ROTO HDWE.,CASEMENT)) OTORNYLON tvt� �`' 1 ,,,�"14,"Oi*NA� �+,, 38 P-4010 STUD BR .,ROTO OPER,LH., E. ROTO Q 6 Ll�l'-ys2' x.� 39 P-4012 IM,ROTO OPERATOR ROTO HDWE. 4.8mm) ROTO SASH REINF. 4/18/2015 40 P-4014 HANDLE, TD,ROTOOPER,ROTO HDWE.(WH ) S-1505 41 P-4018 /R R P N A E ENT) LUCAS A.TURNER,P.E. 42 P-4020 UPP RTWASH R,ROTO OP R,R TO HDWE.( ) ROTOa1/2" FL PE#58201 43 P-4021 #8-32 x 3/4" FH W/1/16"Lead,MS,SS,ROTO OP., FA TENAL vis• 1239 JABARA AVE• 44 P-4024 GAS ET,RO OPER., TO HDWE.,1/16" H P NORTH PORT,FL34288 /2• PH.941380-1574 45 P-4031-P-4040 TIE-BARS,RO H E.1-5 L PO S(BY OAHG .) ROTO 7p SHEET DESCRIPTION: 46 -4050 R INF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL AL 1 1— 3" 47 F-4-04-3 STRIKE,MU TIP INT M&M NYLON 1• T t BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4"PH FLAT TEK,SS F SCREW SUPPORT 49 P-4491 IREINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAM BY: DAIS' 50 P-4641 1#8 x 5/8"PH FLAT TE ,#7 HEAD, FA TE L SS H-6030A ADE 05/05/07 51 1 5-1505 IREINF.CASE.SAH KE MA ALUM DWG#- .. 52 1 5-5054 JQLZ.SO.,7/8' PVC CWS-161 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 7 SHEET 2:1 40176 . ..• . . . •.. • 8"MAX.O.C.(TYP.) 121/2"MAX O.C.(fYP.) SEE NOTE 2 4"MAX�•) 8EE 2 •• ••• •• •• S'MAX(TYP.) V MAX(TYP.) • • • *�� • • ••• 8'MAX(TYP.) 8'i�v�`^y�Q.�.(1YP.) • • 1900 SW 44TH AVE. 121/2'MAX O.C.(TYP.) 4'Y i'4YP.) •• • SEE NOTE 2 OCALA,FLORIDA 34474 6'MAX(TYP.)— SEE NOTE 2 • qt MAX(TYP,) W W W.CWS.CC 6'MAX(TYP.)— � I ' MAX D.C. � . . •• � 8400 PVC 1o' / (TVP.) ;•; :.• •• CASEMENT (MAX"P D.C. . . W04 • ..•/ IMPACT X 1434' i � nF MAX O.C. /� A F3 (M.) X I INSTALLATION\ ` W O Q m INSTALLATION ANCHOR"P.) Qm INSTALLATION ANCHOR(TYP.) Z O � o � ANCHOR(TYP.) > I I a¢ a¢ p w a O a m < 8'THRU FRAME ANCHOR 6"THRU FRAME ANCHOR a (L a W HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) O ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) FOR UNITS UP TO 37"x 72• FOR UNITS UP TO 37•x Sr ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN), U m Q z FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37'x 83' *gtlttalglq +fit DREti(I'��tl v: Na 58201 `t� NOTES: w9+1 STATE OF e 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. F�1'•.<,O R t O P•,.B�W ' 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 r,�iSjlnNi.. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIRED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/1`6/2015 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 JABAR5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 PORT, AVE. SPECIFIED IN TABLE 1.SHEET 6. NORTH PORT, 34288 PH.941-380-1-1 574 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: INSTALLATKNJS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X 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 WN Or DATE: 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. ADE 05/05107 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG e V.: S.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 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 3DO(E)(TERIOR DOORS) SCALE. SHEET 120 5 OF 6 . . .., . • • ... MIN.EMBEDMENT \�sYCiAYtI lt//[/UiJ(/(�`^Jl SEE TABLE 1 SU TE . • ••• L��/J TYPICAL HEAD ANCHORAGE BY OW • . " • •• • INTERIOR 114"MAX SHIM SEE 1 • • of D ' "• SUBSTRATE MIN.EDGE DIST. • E T LE 1 • • BY OTHERS 1800 SW 44TH AVE SEE TABLE 1 • • • • SEE TABLE 1 OCALA,FLORIDA 34474 • • •s• •I)44M&SHIM W W W.CWS.CC SEE TABLE BY OTHERS � MIN.EDGE DIST. SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 ENT INSTALLATION ANCHOR 8400 PVC •• • • ' BY INSTALLER SEE TABLE 1 • . ; , • CASEMENT INSIDE AND OUT • • • ' ' ' SEE TABLE 1MENT IMPACT SEALANT BEHIND .. • • • FLANGE BY INSTALLER 1/4"MAX SHIMAl PERIMETER SEALANT a3 In PERIMETER SEALANT BYIID DAN R O BY INSTALLER INSIDE AND OUTINSTALLATION ANCHOR u. w w SEALANT BEHIND SEE TABLE 1 Fw 6 6 m FLANGE BY INSTALLER SEALANT BEHIND cl) INTERIORFIN BY INSTALLER O INSTALLATION ANCHOR �61 HORIZONTAL SECTION C HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE 6 a N SEE TABLE 1 TYPICAL FIN ANCHORAGE Z> HEAD AND SILL SIMILAR FOR FIN INSTALLATION iL a[ w OCL L pC NOTE:ADDITIONAL THRU-FRAME ANCHORS o 0 0 2 (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE a t� SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. o o w SEALANT BEHIND 1/4"MAX SHIM FLANGE BY INSTALLER U m Q Z Ii1lUitttt PERIMETER SEALANT �N-S .LL .O W BY INSTALLER PSMEIETAEDMENT P ~EqINSIDE AND OUTSaMS'P- SUBSTRATE BY OTHERSSEE TABLE 1 DIST. ] 0.13A STATE OF rZL1 SEALANT UNDER SCR EW SEE TABLE 1 u HEAD BY INSTALLER �1 VERTICAL SECTION Fd' "p R;i3�` ~ 8 TYPICAL SILL ANCHORAGE ht��01NAL V�°1is* 4/18/2015 � z7- O TABLE 1:APPROVED INSTALLATION FASTENERS BVI LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT RUN.EDGE DIST. FL PE#TURNER, 58201 FLANGE CONCRETE(2.0 KSI MK) 3116"ITW TAPCON 1-112" 1-1/8' PER1238 JABARA AVE. PERIMETER SEALANT FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITVII TAP N 1" 2 BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 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' \�Ej BOX FRAME INSTALLATION SHEET DESCR FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPOON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DATE: 16 GAUGE(0.0607 MIN.STEEL STUD #10.18 HO.Ti KWK-FLEXOR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" ADE 05/05!07 (33 KSI YIELD 634 #10 G SELF-DRILLING5SELF-TAPPING SCREW THRU 0.00VREA MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED D°- R 1/8"ALUM.(6083-T5 MIN.)OR #10 GRADE 5 SELF-TAPP WG! FULI.THREAD FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN.SPRUCE-PINE-FIR(Ge0.42) #8 WOOD SCREW 1-1/2" 7/18" SHOWN FOR FLANGE WINDOWS. SHEET 12 6OF6 t 815/2015 Florida Building Code Online E fl X910 eaS Home I Login I Usar RegWmtbn I HotTopics I Submit Surcharge I stats&Facts ( fwbUcallom I Fac Starr 1 SCIS SU Map ( Links I searoh 1 .Bus nCes Proessi ' *USER:Product Approval Public User Regulation i ! Product Approval Menu>Product or Aopiicatlon Search>Application List>Application Detail FL14850-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekoss0cws.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/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc • • 0000•• 000000 Category Exterior Doors •••• •• • • Subcategory Swinging Exterior Door Assemblies : •••• 0400:4 0000•• • 0 0 • 0000000000 Compliance Method Evaluation Report from a Florida Registeriagoachitect 4AWd Florida Professional Engineer •00000 • 90:06• Evaluation Report-Hardcopy Recelvv:••. *00 • 00000 • • ••� 000000 ::000* • •• • Florida Engineer or Architect Name who developed the Lucas Turner •••••• • •• Evaluation Report : • i • 960090••••• i••••• • Florida License PE-58201 • • • :00006•••••• Quality Assurance Entity Keystone Certifications,Inc. •••• : • 000 • • • • • Quality Assurance Contract Expiration Date 07/21/2020 •• • Validated By Steven M.Urich,PE 4 Validation Checklist-Hardcopy Received i Certificate of Independence FL14850 R2 COI EvalRep CWS-6415(FD-8750.IMP).Ddf Referenced Standard and Year(of Standard) StandardYear AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 https://www.floridabuilding.orgtpr/pr app_ tl.aspx?param=wOEVXQwtDquHlPzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%3d%3d 1/2 e 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Umits of Use Installation Instructions Approved for use In HV Yes F-L14850 R2 II CWS-641B(FD-8750.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.Large Missile French Door w/Sidelights,Max.French FI 14850 R2 AE DuPont PVB NOA 13-4129 27,txif Door 6'x 8',Max.Single Door 3'x 8',Max.Sidelight 3'x 8',DP FL14850 R2 AE DuPont SGP NOA 11-0624 02.odf +/-70 psf.Glass compiles to ASTM E3300-04. FL14850 R2 AE Evallkep CWS-6416(FD-8750,IMP).odf Fl_14850 R2 AE Ouan .x(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party:Yes Sack Next Contact Us::1940 North Monroe Street.Tallahassee FL 32349 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 mall 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 small 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 h€L. :000:* • Product Approval Accepts: •••••0 •0•••• • • • • 0000 • • ••• • •• 0000•• securi ataraux ••0••• • s• • •0000•MEM • i•00•i •000 • • • • • • 0000•• 00••• •000 • • • • 0000• 000000 •••• • • • •• 000.00 •• •• • 0 e • • •0.00• • • � • • • •00••• 0000•• 000 • ••• 0 • • • • https://www.flotidabuilding.orgtpr/pr_App dtl.aspx?param=wGEVXQwtDquHlPzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrM4XRGwKNsNoA%3d9'o3d 2/2 U RNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750,SLT 8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5d' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641B,signed and sealed by Lucas A.Turner,P.E. j 3) Test Reports NCTL-210-3761-1,4A,-1B,-1C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641B. 0000.. Limitations of Use: This product: 0000.. • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x-geSidelites es? • with glass types and max.glass daylight sizes as shown in CWS-641 B •••;•• •• •••••• • Achieves design pressures of+/-70 p.s.f. """ :..••: 0000 • Is Large Missile Impact Resistant and does not require the use of shutters •• ••••• ••••• • May be used in the High Velocity Hurricane Zone ' • Anchors indicated in CWS-641B shall be pan or hex head type and shall havalfarad or waslior: 0000 0 (integrated or separate)diameter of 0.420"min. •••••• • • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.02f 00000 0 0 0 0 000000• Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27t : 0 0 0 0 :6000: • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A 12-1017.8 ;'0 0 0 • 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 5d'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. BREW xt��rt No 56201 4/18/2015 ■i a s � = Lucas A.Turner,P.E. STATE OF FL PE#58201 Qft OR i 2016-04-18 22:03-04:00 tee,nrl� . . ... . . . ... .. .. . . . •. •. • . . . . . . • . . • • • .•. . • • . ... GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT , i THE POED • • OOMLYW� EoFRDA BUILDING CO FBC),CURRENT CVVI( " • • • •EDITIAN INOLUDING THMIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. • • •IS TED FOR W D Z 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAL0.FLORIDA 34474 79"MAX FRENCH DOOR WIDTH 36 3/16•MAX. •i• i•• •i g4E 199CagW W W.CWS.CC SIDELITE WIDTH 2.GLAZING OPTIONS.(SEE SHEET 4) 37 W MAX H 33 W 5V MAX W870W10/50 PVC OO"jF S: LE OU fSW ING,SINGLE OUTSW ING GLASS DLO GLASS DLO ••26 6V 22 SW • i•i iITE (6D DOOR(S). TTARH DOOR(S) SWING DOOR D . . . •• • IMPACT . . UP 8T A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. MA -- -- MAX HANDLE SET @ 36- NIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. ` Q UNIT E HEIGHT HANDLE SET @ 34- $ HEIGHT E C.MULTIPOINT(4 PT.) x w •. 953/16" C C D 94 IVg" HANDLE SET @ 34• w ¢ m PMAX ANEL X X FLUSH INACTIVEOPA EL Q 12 PANEL MAXI ABA.MULTIPOINT HANDLE SET(@ T.) O HEIGHT HEIGB a o84 tq 5.DESIGN PRESSURE RATING: R a Z > GLASS 11 LASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND x O Lu GLASS SEE GLASS TABLES ASTM E-1300-04. a a DLO NOTE 4 I DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER cccc 1 INFILTRATION TEST PRESSURE AND GLASS TABLES a 40-MAX SINGLE ASTM E-1300.04. = j Q A DOOR WIDTH D C 6.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 11 37 6V MAX. 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m ¢ Z FRENCH DOOR PANEL WIDTH SIDELITE DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD situ/1++ 26 sw ANCHOR CALCULATIONS. IHSS DLO � P�OREw A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q�.•'�s-i.4 +.•�Q y �- 81/2" NOTE: NOT REQUIRED. �JOf••v F HINGE SPACINGS ARE 8-1/2" y`+? NO 58$01 tt93 8T I FROM ENDS AND 20"MAX O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS = MAX. 20- FOR 81"TO Sr UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD.UNIT % M 6 * +ar HEIGHT 8.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. „ {;• STATE OF �wr 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: `wwo�fit$~ .... 953116" I X=OPERABLE SASH,0=FIXED SASH ++4y�ONA1�iys�`"� MAX HPANEL EIGHT B X i B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR X� LOCATION. 4111812015 84 3/18• 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. GLASS SEE SEVERE WEATHER. FL PE#58201 DLO NOTE 4i 1239 JA13ARA AVE. 13.QUALIFIED ALTERNATIVE T/DEADBOLT HARDWARE IS NORTH PORT,FL 34288 GRADE 2 BY PAMEX AND DELANY. LANY. 8117 PH.941-380-1574 A f 14.MAX PANEL W IDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET WIMN: TABLE OF CONTENTS SINGLE DOOR NON-MULLED UNITS, GENERAL NOTES AND ELEVATIONS GENERAL DETAIL a ELEVATIONS 1-3 TYPE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY' GLAZING DETAILS....................................4 SECTION VIEWS....................................5-7 ADE 09/08/11 BOM............................................................6 37-5/8"x 95-3/16" ANCHOR sloPls.............................................9 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 B ANCHOR SCHEDULE&NOTES..............10 SCAM INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" SHEET 1:35 1 OF 12 • . .•. . . . ... .• .. . . . •. .. . • . . . . • • . . . . . ... . • . . ... 1513/6"MAX UNIT WIDTH 36 3/16'MAX. 79' • • • ••• • ••• SIDELITE WIDTH MAX.FRENCH DOOR WIDTH •• • • •• • •• • V�NDO�S7 • • • • • • • •• 1900 SW 44TH AVE. • • • • • • OCALA,FLORIDA 34474 33 SW 375/8'MAX •i• i•• •i• i •i• ••• WWw.CWS.CC PANEL W IDTH PANEL W IDTH 87CO10/50 PVC 9T •• • • • •• ••• SWING DOOR•• MAX • • • • • • • • • UNIT • ••• •• •ii•• •• •• i i IMPACT HEIGHT •• • • • • • ••• •• 94 6V 1 953116 SIDELITE 0 X X 0 PANEL• HEIGHT HEIGHTFLUSH o SIDELITE ON T 643n6• M g m SIDELITE SEE INACTIVE DOOR GLASS NOTE 4 PANEL GLASS Z DLO SHT 1 DLO U. U. O a o (q Z W 22 5/8" 26 5/8' a 0us.. a D: GLASS DLO GLASS DLO 0 2 FRENCH DOOR w/SIDELITES o o Ul > > m m 6 z 1153/16'MAX UNIT WIDTH ,�� ORiE4y,�i�� 76 3/16'MAX UNIT W IDTH a g •••••.�(7 4� 36 3/16"MAX 79' 36 3/16'MAX 40"MAX SINGLE `VG@�••. g51•"�»�,i SIDELITE WIDTH MAX FRENCH DOOR WIDTH SIDELITE WIDTH DOOR WIDTH : No 'N 33 5/8'MAX 337 6 WAX 335/8'MAX 37 5/8'MAX Wro; A a PANEL WIDTH DOOR WIDTH '9•: STATE OR 1 Vic MAX. 97,UNIT MAX HEIGHT UNIT HEIGHT 953(16 4/18/2015 94 6V 94 5V PANEL LUCAS A.TURNER,P.E. SIDELITE 0LNOTE X 953M6' SIDELITE 0 )( HEIGHT FL PE#58201 HEIGHT PANEL HEIGHT 1239 JABARA AVE. FLUSH HEIGHT g3 rte• NORTH PORT,FL 34288 83 5VTE BB(XT ON 84 3/16• 83 5/8' 843(16' PH.941-380-1574 SIDELITE DOOR GLASS INACTIVE DOOR G� SEE G DEScwPIM: DLO GENERAL NOTES AND GLASS DLO DLO 5��4 DLO ELEVATIONS DRAWN BY: DATE: 22 5/8" 265/8' 22 WW 26 5/8' ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWQ FRENCH DOOR w/SIDLITE SINGLE DOOR w/SIDELITE CWS-641 B SHEET 1.35 2 OF 12 • • ... • ... .. •. • . •. .. . • . . . . . . . . • • ••• • 40'MAX SINGLE ----' 79'MAX.FRENCH DOOR WIDTH 363/16"MAX. 2D0W=nMW DOORWIDTH • • • ••• •SIDE67,WIDTH 375/8'MAX. 37�^MAX, • • •• • ••J3 1900 SW 44TH AVE PANEL WIDTH PANELWIDTH • • • • • • �� DTFI • • • • OCALA,FLORIDA 34474 • • • • • WWW.CWS.CC 26 5d8" 28 5!8" ••• •• • •?Z 518'• GLASS DLO GLASS DO GLASS DLO NOTE: s trr HINGE FACING$ 8700/10/50 PVC 8 FLUSH ARE 8-1/2`FROM 81" PLUSH •• :00 811• SWING DOOR BOLT 21 5116' O O.C. O UNIT : :. UNIT IMPACT UNIT MAX HEIGHT 81'UNITHEIGHT. HEIGHTi i i•• i HEITT 793116" • • • • ••• •785V m 79 3116' PANEL PANEL _ PANEL X HEIGHT X X HEIGHT 0 HEIGHT r o 68 Lj 3/16" 68 3/16" 67 AS GLASS SEE GLASS SEE GLASS Y w DLO NOTE 4 DLO NOTE 4 DLO ¢ m SHT I SHT 1 81/Y p SINGLE DOOR FRENCH DOOR SIDELITE z > ar ¢ Otr a a a 18 o cc cc > > .. m Q Z ,�igtle�gty�t 1513/8'MAX UNIT WIDTH 1123/8`MAX UNIT WIDTH 363116'MAX. 79'MAX.FRENCH DOOR WIDTH 363/16"MAX 40"MAX.SINGLE .4�G�;:`��GEIVSF•,A'1+�i SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH ,!!j N• 1 }�r 33 5/8'MAX 37 5V MAX 33 5/8" MAX 37 5/8"MAX PANEL WIDTH PANEL WIDTH PANEL WIDTH I PANEL WIDTH ".p{ ;a STATE OF ibtZ 81" —FLUSH 81" FLUSH i�d'p oM 0...�o.' UMAX BOLT UBOLT Mill UNIT HEIGHT 79 3/16• HEIGHT 79 3/16• 785/a" PANEL 785/8' DOOR SID HEIGHT 0 x X 0 HEIGHT HEIGHT SIDELITE 0 x 0 HEIGHT 4/1812015 683/16, LUCAS A.TURNER,P.E. 67 5B" DOOR 67 5✓8' 68 3/16' FL PE#58201 SIDELITE SEE GLASS SIDELITE GLASS DOOR 1239 JABARA AVE. GLASS L J GLASS DLO NORTH PORT,FL 34288 DLO SHT 14 DLO DLO PH.941-380-1574 8HEET D . GENERAL NOTES AND GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELEVATIONS DRAWN BY: DATE: FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11 WG#: CWS-641 B SHEET 1:35 3 OF 12 • . ... . . . .•. . . . • ••. •. • • . . • • • . ••• . . • . ... GLASS TYPES • • . ••• • •. IA�pT •i • i • •i 2D caw WE i •• • •i i FIEIQHi SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1'OVERALL •• 1"*ERALL • A A A OCALA FLORIDA 34474 3116'TEMPERED • ••• ••3116 TEMPERE0*0D• B B W W WCWS•CC 5/16'AIRSPACE 3/8"AIRSPACE I7OW10/50 PVC 1/2•LAMINATED •• •7j16O EV1 VD ••• SWING DOOR 3/16•ANNEALED • :•• • 3NERLED •• IMPACT .105 DUPONT PVB INTERLAYER • =%E"t"?IONOPLAST INTERLAYER 3/16'ANNEALED 3116"ANNEALED v T z wO SIKA-SIKAFLEX 552 or SIKA-SIKAFLEX 552 or 11 HENKEL-PURFECT GLAZE"H" 11 HENKEL-PURFECT GLAZE-H' w uj m Z LL LL 0 3/4'GLASS BITE 3!4"GLASS BITE 1 12 tq 3 19 x air O w 10 10 9L a a O � rJ Q fL ILZ 1 1 ��.v..UcenrsF .2's v: No 582A1 *"s 'A 9 STATE QF = z� LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 D . GLAZING DETAILS GLASS TYPE A GLASS TYPE B DRAWN : DA : ADE 09/08/11 CWS-641 B SHEET 1:1 4 OF 12 • .•. . .•. .. •. • . •. .• • • • . . • • • • • • • . ••• • . . • ..• OMEMiS • INTERIOR ••• • :00 •• WINH 88 7 4 45 • • • • • • • •• 61 7 1900 SW 44TH AVE. • • • • • • OCALA,FLORIDA 34474 • • • • • • • WWW.CWS.CC 87MM 0/50 PVC ' ' •• : : •• :00 •• SWING DOOR s3 . : i i • • •• • . IMPACT 0 0 a 5 � a 5 — g : o 64 �� x Lu V ZO a o_ to 8 41 1 4 18 6 `p"E ZW Lu w O Lu CL (L O �U W SECTION VIEW B-B m ¢ z ,�•t�tttttat��••• ��t pp1AR1±W rv�i v NO 582111 i�'A'+„ ALTERNATE 1 ALTERNATE 239 stATs 01= ? + 9 17-1 17-1 4/18/2015 4 a 5 MORTISE LOCK W/FLUSH BOLT MULTIPOINT LOCK LUCAFL P TPE#�R P.E. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 14 SHEET DE3CRIPTX)N: gg SECTION VIEWS 6 SINGLE DOOR DRAWN W. DATE: ITEMS NOT SHOWN FOR CLARITY: 1 10-12,13,15-17,22,43,48,54,57-58 ADE 09/08/11 A: R ITEMS NOT USED IN VERSION SHOWN: CWS-641 B SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,62,65-66,72,76 SHEET 12 5 OF 12 • • .•. • . . ... .. .• • . . .. .• . • . • . • . • . • • • • ••• • • • • ••• MO Al 00 WNDOWMT •• • 1900SW44THAVE. • • • • • • OCALA,FLORIDA 34474 • • • • • • • W W W.CWS.CC ••• ••• ••• • ••• • INTERIOR 8700/10/50 PVC •• • • • •• ••• •• SWING DOOR • ••• • • •• • 61 7 IMPACT 7 61 3 1 86 14 14 • • • • • • 68 I I I I •• • • • • ••• •• m 1 v o o IMw ¢ m Z m LL LL ° � >30Lu uj . ojr uj a a a 0 0 ao > > o 19 4 4 11 66 13 4 2 1 4 1 18 19 444 m ¢ Z P`or"01E++f,"�4 SECTION VIEW C-C �� BFo;"'�. v' No 58241 �13 9�t $TATIE qFr its lz;;-,, 4/1 1 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTIM: SECTION VIEWS FRENCH DOOR NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DA : TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 ADE 09/06/11 DWG t. REV.: ITEMS NOT USED IN VERSION SHOWN: OWS-641 B 8-9,15-16,25,40,4Z 45-46,48,52-53,58,60,74.76 SHEET 1:2.5 6 OF 12 • • • • • • • • • • • • ••. . • • • ••• 6 •• • • 0: IOIt •0 0 2DZ0wgm=nmaffl s 190 SW 44TH AVE. • • • • • • • • • OCALA,FLORIDA 34474 • • • ••• ••• ••• • ••• •• W W.CWS.CC 8700/10/50 PVC r.i ^ •• • • :0, ••• SWING DOOR e� • • • ••• • ••• e • ••• • • •• IMPACT • • • ••• 19 4 4 m IL O SECTION VIEW E-E a o v> Q c O W a a a x SEALANT APPLIED TO a a 3 ADJOINING FACES a a W 6 8 1 BY INSTALLER > > c m ¢ z INTERIOR ',�geeue�ee,�� #10 HEX WASHER HEAD TEK �� ,.`�G E N '• ��i� JOINING DOOR FRAME TO SIDELITE. .•*� •4�tR�S". 6'FROM TOP AND BOTTOM v; No 582A1 y P•r 1T MAX.O.C. �.*� * z '6i eft " 9; STATE OF ' Z �i•O,�t t.r oti 5 LUCAS A.TURNER,P.E. SEALANT APPLIED TO #10.24 x 1-3/4'TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 ETD IP110N: 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: 10-11,16,22,28,43,57 SECTION VIEW D-D ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: e: • 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,5456,58-61,63-71,74-78 CWS-641 B SHEET 12 7 OF12 • • • • • • • • • • • • ••• • • • • ••• PARTS LIST PARTS UST IT6N PART# DESCRIPTION MATERIAL VENDOR ITEM PARTS DESCRIPTION MATERIAL VENDOR 1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GAS El DOOR O L K FOAM HO PRODUCTS 2 H 1857 ASTRAGAL INACTIVE,FD,PVC ALUM KEYMARK 52 P-5134•SC #10 Y•148/4" SQ 7Y F HNGE FASTENAL WNDOWMMMMI 3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 -7-51-5-1-f-GAS FOAM HO PRODUCTS 1900 SW 44TH AVE. 4 H-1860 REINFORCEMENT,VERT. ALUM KEYMARK 54 P-5157•SC #10.24)61/2' I UrxiaW ,1 @ KEEPER FASTENAL OCALA.FLORIDA 34474 5 H-1861 RENFORCEMENT,HORLZ. ALUM KEYMARK 55 P-5158• SEA&0 0 000 a RUBBER TEAM WWW.CWS.CC 6 H-1878 MAN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FN,BLACK ULTRAFAB 7 W1880 MAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X 3/4'HEX WASHER HEAD,@ FRAME FASTENAL am/10/50 PVC 8 W1881 MAINFRAME,SIDELITE @ DOOR ALUM KEYMARK 58 P-5186 x 4$-1/,Vtf4 ,FL SIS wS5®ry:UNGER SS FASTENAL SWING DOOR 9 H-19M MAINFRAME,SIDELTTE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S 1783 RE NNG E• • ALUM KEYMARK 10 P-3039 SETTTNGBLOCK,1/8X1X2 FRANKLOWE so S-1784 EW&rr • ALUM KEYMARK IMPACT 11 SIAKFLEX552 or PURFECT GLAZE"H" SIKA-HENKEL 61 S-1806 COTE JAMBlANCHER• • ALUM KEYMARK 12 P-3503 SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 VE BS, E ,S ALUM KEYMARK m 13 P-3511 SCREW#8 x 518'SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK v � 14 1 P-3587 SCREW#8 X 1',PH FLAT TEK @ ASTRAGAL,INSER7rLOCK FASTENAL 64 1 S-1840 ICOVER,HEADANCHOR ALUM KEYMARK 15 P-3767 SCREW,#10 X 1"HEX HEAD,TEK @ SIDELITE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK $ o 16 P-4146 SCREW#8 X3/4 PHIL,FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARK o } 17 P-4278 FUZZY PAD,.200"x 1.250'W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK w a m 18 P-4522 #10 x 1 1/4",PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK Z 19 P-4774 WSTP,BULBIL.EAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARK O 20 P-4790 FLUSH BOLT,ASSM,TOPBTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK a o m 21 P-4794 SCREW#8 x 5/8"SQ.FLAT TEK @ INSERT ATTACH FASTENAL 71 S-6083 PANEL,TOPBTM RAIL,SIDES-DOOR PVC MIKRON $ Z > 22 P-4802 ALL THREADED ROD(TIE ROD) MCMASTER 72 S-6083 PANEL,TOPBTM RAIL,SIDES-SIDEUTE PVC MIKRON w w O cc 23 P-807 HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD(17 PVC MICRON a a nF 24 R48o8IPiew HINGE,SET HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK IU w 2 25 P-4814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDELITE AMESBURY 75 GLASS SEE SHEET o c cyi 26 P-4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT,VERT. ALUM KEYMARK > > o 27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK 28 P-4866 GUIDE,TIE ROD NYLON M&M 00 a z CKET SULLIVAN 30 P-4885 SHOOT BO29 P-4871 ITIE ROD LT,TOP ZINC PADDOCK ,��p3aARtEW'T�,f� 31 P-48M SHOOT BOLT,BOTTOM PADDOCK ��v .• GBM$• Q�i 32 P-4851 LOCKBAR,INACTIVE,8 FT PADDOCK j�:• F••'•�� 32 P4884 LOCKBAR MULTI POINT,SPT,8 FT PADDOCK ••v; No 58201 10 G 32 P-4901 LOCKBAR,MULTI-POINT,4PT,6'8 FT PADDOCK 32 P-4902 LOCKBAR,INACTIVE,n FT PADDOCK :0= 1 rk 33 1 P-4903 IHANDLE SET,ACTIVE PADDOCK �p0 STATS OF Jz 40 34 35 P-4913 HANDLE D WSTP.50X50 FOLDED BULB SEAL,@ DOOR SCHEGEL '9�. v' 36 P-4917 CAP,ASTRAGAL,OUTSIDE NYLON M&M 37 P-4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M �Z 38 P-4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M 39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 4/18/2015 40 P-4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E. 41 P-4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 42 P-4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 1239 JABARA AVE. 43 P-4933 NUT,318"-16 FLANGED W/SERRATED UP,SS,@ PANEL MCMASTER NORTH PORT,FL 34288 44P-0934 SCREW,#12-24 X 1/2",PH FLAT,MS,@HINGE FASIENAL PH.941-380-1574 45 P-4936 DOOR KNOB,ACTIVE PANEL ' DELANY ION ET DESCRIPT : 46 P-4937 DEADBOLT,ACTIVE PANEL DELANY BOM 47 P-49M SCREW,#10 X2"REINF.ATTACH. FASTENAL 48 P-4997 STRIKE,DEADBOLT PADDOCK DRAWN BY. 49 P-5127 SCREW,#12 X2",PH PAN,SMS,ANCHOR FASTENAL �� 50 P-5130 GASKET,DOOR SILL,FRONT FOAM HO PRODUCTS ADE 09/08/11 DWGa NET :- ALTERNATE APPROVED LOCKSETS: CWS-841 B ;AMEX GRADE 2 LOCKSET AND DEADBOLT SCALE` SHEET 1:1 8 OF 12 . . ... . . . ... . • ••• • . • . ... 49/1s• —1 314• 2314•—►I Qmm 27/1i�i • 17/�uil :s7—r1 •• 18/16' 19W SW 44TH AVE. i 1/16' g/� OCALA,FLORIDA 34474 1/16" • ... .. * •.• • L WWW.CWS.CC 1116' THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 a 5/i6" 8700/10/50 PVC 5,2• .•• : .'. :'• �" �•• SVVING DOOR 1/16• •� �� i i !1/a" • 5!6' IMPACT —49/16" .. i i p i 61 3/8" 60 5H6• r 6 1/16` FILLER-1784 v 11/16"1i„6� REINFORCEMENT-1857 FRAME COVER-1806 g p L sr w DOOR SILL-1878 !8. 2 3/8" w a m PVC DOOR PANEL-6083 2 5 3 r— 11/16' 8 Z c� � LL 0 4 9/18' 11/2" ��• 1/18' o co PVC OLAZINCi BEAD-6084 " �" Z W 7 Ej SIDELITE COVER-1816 a n F OC n. 5 4 5/t s" Lou w 2 1 9116" 1/16" 215/16" 1/16• 1/16, 11/8' > 1 15!16" � .. DOOR JAMB-1880L 314" m 6 Z L 68 1/76" ,t►p►utirriy DRIP CAP-1817 p S)RiE 4 9/16' REINFORCEMENT-1861 REINFORCEMENT-1858 BASE SWEEP-1915 �•�,JV r EN Fr�'`��y vp No 58201 •;�M I I 34` 2 21/Y L8 18/16' ►{ 9Q's" STATE OF mow: 4 6 I 13/16' 0 ,moi♦�F�$�t O R C31r��, 1/16' 13/,6 1/16" 1!16" .♦♦♦�p�ONALR�,��+� 215/16" 1H6, 215✓16" �— ♦♦tttitita►►►� 1/16" INSERT,BACK-1865 DRIP COVER-1916 y� SIDEUTE-1881 4118/2015 LUCAS A.TURNER,P.E. 4 9/16,—�{ REINFORCEMENT-1860 REINFORCEMENT-1862 FL #RA AVE.011239 JABARA A NORTH PORT,FL 34288 3" PH.941-380-1574 9 9/16' 21/16' , -_ 6 SHEET DESCRIPTION: L lu^Uj 1/16, 65 L_ 1/18" EXTRUSIONS lt�=y s" 1/8' INSERT,FRONT-1864 DRAWN BY: DA SIDEUM-1900 ADE 09/08/11 INSERT,INACTIVE PNL-1849 or REV.: ASTRAGALCOVER-1859 CWS-641 B scue SHEET NOTE:ALL EXTRUSIONS ARE 6063-76 ALUMINUM 12 9 OF 12 . . ••. . . . ... •• .. . . . .. .. • . . •.. . . . . ... ANCHOR @ MIDSPAN(TYPJ 4"(TY'•) • 000 MMM • •i •• • • 000 WINDOW 1900 SW 44TH AVE. 6'MAX.(TYP.) r r 4"(M') ANCHOR @ MIDSPAN(TYP:•• ••� 4� ) •i• • W�Acw RIA 34474 B'MAX (TYP.)� I I 2"(TYP.)'WOODMIETAL S'MAX�)—�j r 4"1�Tr 6'MAX(fYP)� I (TYP 2'(fYP.)-WOOD/METAL 1 8700/10/50 PVC SEE NOTE 2 • • • •• SEE NOTE 2 • SWING DOOR • IMPACT • . ... 17• MAX D.C. 1r MAX '� (TYP.) INSTALLATION O.C.(TYP) —INSTALLATION O X O ANCHOR"P.) O X X Q ANCHOR(EYP.) o w Q m co LL O IL Z 9 ¢ ¢ O a a F cc q4 QQ a SIDELITE DOOR SIDEUTE SIDELITE DOOR DOOR SIDELITE Q a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) w > > o maZ 'CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD AND METAL INSTALLATIONS.00 NOT INSTALL THESE ANCHORS INTO MASONRY. S.Tlr N. 5821)1 NOTES: x>s: $TATS OR sem+ 1.INSTALL CHOR CH ON TION. SILL ANCHOR 2.SHIM S REQ AT EACH IA ST4ALLATION ANCHIOR USING LOAD BEARING SHIMS.SPACING MAX.ALLOWABLEHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS r,,,'�hi► nn SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE S SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 11. 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 LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-380-1574 B.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: ANCHOR SCHEDULE AND INSTALLATIOS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTEWTO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY,2-3/16"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 09/08/11 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. W SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS S SHOWN IN TABLEI,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 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: SCALE: SHEET FMA/AAMA 100(FW WINDOWS),FMA/AAMA 2W(FLANGE WINDOWS), FMAAYDMA 250(BOX WINDOWS),FMA/AAMAANDMA 3DD(E)(TERIOR DOORS) 1:8 10 OF 12 . . ... . • . ... . • .•. • • . • •.• TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. ury I ErW . . • 1/4'MAX.SHIM SEE TABLE 1 . . .�*• �-� •• MIN.EMBEDMENT WINS 41 CONTINOUS DBL 1/4'�EADS OF• • • . SEE TABLE 1 1800 SW 44TH AVE. SUBSTRATE BY OTHERS AROUND PERIM ALL I •• FLORIDA 34474 SEE TABLE 1 MIN.EMBEDMENT POINTS BETO ME AND TRATE SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1 8700/10/50 PVC � SWING DOOR PERIMETER SEALANT 1/4'MAX.SHIM BE • • i i i i • IMPACT BYINSTALLER INSIDE AND OUT • •• INTERIOR d 5 � � o CON71NOUS DBL 1/4'BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR Y w AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 SEE TABLE 1 p j POINTS BETWEEN FRAME AND SUBSTRATE Q m BY INSTALLER. HINGE MIN.EDGE DIST. Z SEE TABLE 1 LL LL a_ U. (p PERIMETER SEALANT BY INSTALLER Z w INSIDE AND OUT HINGE MIN.EMBEDMENT w w O oC PERIMETER SEALANT SEE TABLE 1 a a BY INSTALLER SUBSTRATE BY OTHERS— INSIDE THERS INSIDE AND OUTS ol EE TABLE 1 HORIZONTAL SECTION < < y 11 TYPICAL JAMB/HINGE ANCHORAGE MIN.EMBEDMENT m < Z SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 Ottttttttt�ttti iOPEW MIN.EDGE DIST. 213N6' 8 1/2" SEE TABLE 1 ANCHORS THRU ? rA-'\vEFn!CAL SECTION TYPICAL SILL ANCHORAGE HINGE(TYP.) _ p% * t afi �", STATE OF + r0 TABLE 1:APPROVED INSTALLATION FASTENERS iMK TE TYPE ANCHOR TYPE MIN IIIN.®GE DIST. E 285 KSI MIN 1/4'ELCO U.IRAOON 1-3/4• 2-1/2' '7 OR GROUT-FILLED CMU(ASTM C-90) 1/4'ELOO ULTRACON 1-1/4' 2-1/2' ' OUTHERN PINE(G-0.55) 1/4'ELCO ULTRACON 1-3/8" 7/8" SEE NOTE 4/18=15 MAX LUCAS A.TURNER,P,E. OUTHERN PINE(00.55) #12 WOOD SCREW 13/8" 7/8" FL PE#58201 16 GAUGE(0.0607 MIN. #12-14 HILTI KW 0C-FLEX OR ITW FULLTHREAD 1/2" 1239 JABARA AVE. STEEL STUD(33 KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU 0.060' NOTE: NORTH PORT,FL 34288 1/8'ALUM.(6063-T5 MW.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD HINGE SPACINGS ARE: PH.941-380-1574 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 1/2' 8-1/2' FROM ENDS SHEET DESCRIPTION: HINGE ANCHORS INTO CONCRETE(2.85 KSI MW.) 3/18'ELCO UL7RACON13 4° 2-1J2" 21-5/16'MAX.O.C.FOR UP TO 81'UNIT HEIGHT. HINGE ANCHORS WTO HOLLOW OR GROUT FILLED 2(" MAX.O.C.FOR OVER 81'UNIT HEIGHT. INSTALLATION DETAILS CMU ASTM C W) 3/16"ELCO ULTRACON 1-2/4" 2-1/2" DOOR DRAWN BY: DATE: HINGE ANCHORS WTO 2XMIN.SOUTHERN #10 WOOD SCREW 13/8' PINE(G=0. ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. #10.16 HLTI KWK-FLEXOR ITW FULL THREAD 1/Y waa .. STEEL STUD KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU 0.080" HINGE LAYOUT CWS-641 B HINGE ANCHORS 1/8'ALUM.(6063-75 MW.)OR #10 GRADE 5 SELF-TAPPM/ FULL THREAD1�, 1� • SHEET EE 1/8'STEEL KSI MW DRILLING SCREW THRU 0.125' 1 2 11 12 . • ••. • • w ww•• TYPICAL HEAD ANCHORAGEw w ,�NTy�y�yi I • • 1/4'MAX SHIM MIN.EDGE DIST. s-' w w w SEE TABLE 1,SHT 11 w� w • • w• • w w w w MIN.EMBEDMENT WINCOW SYST' ol • • SEE TABLE 1,SHT 11 1900 SW 44TH AVE CONTINOUS DBL 1/'4EADS OFJ`EAL:NT • • • AROUND;V,, ALL 1 •• OCALA.FLORIDA 34474 SUBSTRATE BY OTHERS POINTS BE 14YE N E AND SUBSTRATE W W WcWS.CC SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY NVSTALLER. SEE TABLE 1,SHT 11 MIN.EDGE DIST. w• • • • •• ••• SEE TABLE 1,SHT 11 VM/10/50 PVC I( ALL1STyC�p1 alcliOr: = :• SWING DOOR sE Tr►erE 1•sHr 1 • IMPACT PERIMETER SEALANT 114'MAX SHIM . • ♦ • : i w• i BY INSTALLER a fps .• • • • • • ••• INSIDE AND OUT a . v v INTERIOR o CONTINOUS DBL 1/4'BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR o j POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,BHT 11 1 w a m BY INSTALLER. U. O a o (q PERIMETER SEALANT BY INSTALLER W INSIDE AND OUT w w PERI7nlMETER SEALANT a a a BY INSTALLER SUBSTRATE BY OTHERS o INSIDE AND OUT SEE TABLE 1,SHT 11 rDD: �HORIZONTAL SECTION 12 TYPICAL JAMB/HINGE ANCHORAGE a a uJ MIN.EMBEDMENT > > o SUBSTRATE BY OTHERS SEE TABLE 1,SHT 11 m Q Z SEE TABLE 1,S14T 11 RREW MIN.EDGE DIST. JSG '' O 4pp�'.P�✓'�i SEE TABLE 1,BHT 11 +`a t ,VERTICAL SECTION v No 582Q1 r 12 TYPICAL SILL ANCHORAGE 9a STATE OF = i' 4/1802015 �i+tnnn+N�'u z� LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIP . INSTALLATION DETAILS SIDEUTE DRAWN Y: DATE: ADE 09/08/11 or. .. CWS-641 B SHEET 1:2 12 OF 12 c 8/10/2015 Florida Building Code Online n fi v �Ian�rtm d SCIS Home ( Log In t User Registration Hot Topics Submit Suscharge ;Stas&Facts Rublkations 1 FBC Staff ( BCIS Site Map Unks ! Search Busines ••• ••• ••• • ••• • Professi I Product Approval •• • . . •. ••• •• USER:Public User • • • • • • • • • Regulation . . . . . .. . . .. . . . . . ... .. � ® Product Approval Menu>Product or Application Search>Application Ust>Application Detail Nis= FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 hnps://wwwAoridabuilding.org/pr/"pp-Otl mpx?pmm--wGEVXQwtDqu%bl%2flZm6rqPohLz6ontOaKpvglOMeNaBBBv3yAqMA%3d%3d 1/4 8/10/2015 Florida Building Code Online • • •j• • • • • -(A2) 68;6V*.Ejt 29• 1 jla'lrop Cn-(:C . . ... . . . . .% Category F;1ndow% Subcategory nUl ••• . ••• Slider. ... ... ... . ... . Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida 90rof'essional fingiiaeer •• •a?;I<Qal 4icolRe�brt*-njardcopy 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 41 Validation Checklist - Hardcopy Received Certificate of Independence FL16736 RI COI EvalRen CWS-8716 (HS-8200, 74x63. IMP).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.orgtpr/pr app dd.aspx?param=wGEVXQwtDqu8obl%2fZm6rgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 2/4 r 8/10/2015 Florida Building Code Online % • • ••• • • ••• •• • •• %• •• • • • • • • • • • • • Date Submitted 04115=:5; •;• Date Validated 04/21/2015 Date Pending FBC Approval 04/25/20,1.5 ••• .• . . •• • .. . Date Approved ; 06j22/2M5.' ... ... ... . ••• • Summary of Products .. . . . .. •.. .. FL# Model, Number or Name'. ;'; ; Db 'cr��tio�i. 16736.1 HS-8200 PVC Horizontal STider* A- 200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 II CWS-871B (HS-8200. 74x63, IMP)2ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.12df I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRep CWS-871B (HS-8200. 74x63, Glass complies to ASTM E1300-04. IMP).Ddf FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes rGlasscomplies HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. f Use Installation Instructions d for use In HVHZ: Yes FL16736 R1 II CWS-869B (HS-8200 111x63.IMP) ed for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Resistant: Yes Created by Independent Third Party: Yes Pressure: +60/-60 Evaluation Reports arge Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.gdf t be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.pd plies to ASTM E1300-04. FL16736 R1 AE EvalRep CWS-869B (HS-8200, 111x63, FL16736 Ri AE Ouanex(Mikron) NOA 12-1017 02.gdf Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coavriaht 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://wwwAoridabuilding.orgtpr/pr app dd.aspx?param=wGE"QwtDqugobl%2fIZm6rgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 3/4 8/10/2015 Florida Building Code Online mail to this entity.Instead,contact the office by phone or by t�eRiitloial rRail.tP ybu:6c•jny Questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees acAse!under -I t- .�MF.S•must provide the Department with an email address if they have one.The emalls provided may be used for official communication wilh thejlcgr;ge.:id=ve4er erjaI1,,,V lIesses are public record.If you do not wish to supply a personal address,please provide the Department with an email address whit can be made availabble to a pubblic.To determine if you are a licensee under Chapter 455,F.S., please click her . • Product ApWovawAcceptsx ••• WWk• • ••• • ••• ••• ••• • • • ••• • • • • •• • •• • • • • • ••• •• https://www.flotidabuilding.orgtpr/pr app dtl.aVx?param=wGEVXQwtDqu8obl%2fIZm6rgPohLz6ontOaKpvglON3cNaBBBv3yAgMA%3d%3d 4/4 URNER 1239 Jabara Ave. - North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44d'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 5fl' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-869B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A,-4,and 4A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B.. ;•••`• •0•••• Limitations of Use: This product: 0 0 0 0.. : '. 000006 • May be used up to the sizes and daylight openings indicated in CWS-869B *00 0•• 0 :0004 • Achieves design pressures of+/-60 psf '•'• ' 0000.. 0000 . 0000. • Is Large Missile impact resistant and does not require the use of shutters • • 0*0 • May be used in the High Velocity Hurricane Zone •••••• 0 •• •• • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dad UQ).A. 13- . 0129.27t,and in the fixed glass requires Dupont SentryGlas Interlayer per Aan i-Dade *000:0 11-0624.021 • • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.*f2-1t17.03t' :': ':0606:• �' •• • 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. A��t,oRE4y No 50201 * 4/18/2015 : " Lucas A.Turner P.E.STATE OF dd, �. .-','.4 FL PE#58201 ID Lucas A.Tuiner it dF +e+•++ •+ 20154W18 22:2144'.00 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT . . d*WE PROONCT9NOWNHEREIN ISDESIGNED AND MANUFACTURED •• • • •• iO COMPLOr W f!H THE FLORIDA BUILDING CODE(FBC),CURRENT • • • • 4EDnft IjbLUd1ftTHE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1800 SW 44TH AYE. •• IS RATED�lOORR y(INI�ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OC�FLORIDA 34474 ••• ••• ••• • IN ASTMi�t6 PfiR THE FBC. WWW.CWS.00 2.GLAZING OPTIONS:(SEE SHEET 2) •• • • • 34PON6IQyRAT"S:"OX","XO". I PVC . . . . • . • • HORZ SLIDER 1121/4"MAX.OVERALL FLANGE WIDTH • ••• • • :,DES R PRE RE RATING: IMPACT • • • • • ••- E(JATIVE DE N LOADS BASED ON,TESTED PRESSURE AND 111"MAX.UNIT WIDTH 4141• • i ••• � � T ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER U) v INFILTRATION TEST PRESSURE AND GLASS TABLES 49 IS(IS" 245(8 GLASS DLO GLASS DLO ASTM E-1300-04. Q &ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR DETAILS.WLODURATION FACTOR Cd-1.6 WAS USED FOR WOOD w a m ANCHOR CALCULATIONS. ONS. y 641/0 I I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT I O MAX I t REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT v o OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS'PRODUCT,BUT w+ Z W HEIGHT B B FLANGE MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND d 9 0 OC FLYING DEBRIS. o ctu a 83' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT Ir I IT �( I GLASS O ; V 561/4» USED AT FIXED MEETING RAIL AND HEAD/SILL HEIGHT DLO D D DLO 8.SERIES/MODEL DESIGNATION HS-8200. ro < Z 699/16• 6 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: TFI_ SASH,O=FED SASH t $%#Iglo+� o MAX ,� ORE � SASHHEIGHT I I I I D 10 SOLATION. C LLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARy1C E NSF'"�'�, I 6 av; 58201 • 11.EXTERNAL WEEP SLOT-Ile x 1"LOCATED 4"FROM BOTH ENDS. 10 STATE OF ;AU z71&,6• 8 C A QT:A � Z1 MAX.SASH WIDTH ,,',��St+OirNinaH��a,, 0;7- 4111 t2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS...........1 DATE:DRAWN BY: GLAZING DETAILS..............................»....2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATIN IMPACT RATING Gr. EXTRUSIONS&B.O.M...............................4 ANCHOR SCHEDULE&NOTES.............».5 111"x63" +/-60 PSF I LARGE MISSILE IMPACT cwS_m B INSTALLATION DETAILS...........................6 ` SHEET 120 1 OF 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • •• • • •• • •• • e CmeffriEffimis • • • • • • • •• 1800 SW 44TH AVE. i •• i i • • OCALA,FLORIDA 34474 ••• ••• ••• • •i• ••• WWW.CWS.CC 8200 PVC • 716^OVERALL • • • •• • • • ••• •• HORZ SLIDER • • • • ••000 • • 0• IMPACT 3/18"ANNEALED OR TEMPERED •7181 011ER*LL• ••• i •• • • • • •EM ••• •• 1!4'AIR SPACE 1/8'ANNEALED OR TPERED my 7/16"LAMI 316'AIR SPACE a 3/18"ANNEALED 5/16'LAMI g o O 080 SENTRY GLASS TONOPLAST INTERLAYER Y w 118'ANNEALED w a m 3118'ANNEALED .090 DUPONT PVB INTERLAYER z PURFECT GLAZE"H 116'ANNEALED N p SIKAFLEX 552 `� o w Z W PURFECT GLAZE"H" w ir SIKAFLEX652 o p a W pc 11 1!2'GLASS SITE a (L Lu (J Q 11 1/2'GLASS SITE =) 0 0 m 4 Z No 58201 'qAx OF GLASS TYPE B 9� STATE OF f� SASH GLASS �i'nF':,<O R ... C? GLASS TYPE A ��i4i�/OP�Ap��se MED GLASS Z 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 GLAZING DETAILS DMWN BY: DATE: TEF 10/11/13 UWU-#-: REV- CWS-869 B scALE: SHEET 1:1 2 OF 6 . . .•. . • . .•. • • • • • • • • • • • • ••• • • • • ••• INTERIOR 4 mM •• • • •• • •• • 1900 SW 44TH AVE. 1 19 w 49 1 1 1 • i :• • • OCALA,FLORIDA 34474 .e. , . www.CwS.CC '® 8200 PVC • •• HORZ SLIDER • • • •• IMPACT 11 3 2 5 6 1 1 6 1 SECTION VIEW D-D g c JAMB ROTARY LOCKS x w JAMB ROTARY LOCKS: w a m MAY BE SUBSTITUTED FOR JAMB � SECTION VIEW B B IMPACT LOCKS ON FLANGE UNITS. �� Z 1 REQUIRED ON FIN UNITS. a o � "' Zw � g Q a o wrr 31-37 11 1 tD60 1 HEAD IMPACr HOOKMIDSPAN OF SASHES P.) ,`�p��p�f11>R£� v�G (ITEMS 44&46) .,��V ,•�.�CE `4F'•.gyri ai No 58201 .s INTERIOR IP STATE OFpit I00. ID JAMB IMPACT HOOKS(REM 42) OR ROTARY LOCKS(ILOCATED AT THIRD PONT?OITS. 16 I X I 4111/2015 t „ I NOTES: -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. 1 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#56201 go e -ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288 4 PH.941-380-1574 ISHEET DE 1 I 1 SECTION VIEWS DRAWNY: DATE: SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWGt. REV.*• 1:20 CWS-869 B SECTION VIEW C-C ALTERNATE FIN FRAMEj SHEET 30F6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... REM PART# DESCRIPTION PARTS UST VENDOR MATERIAL 31/8•—� CORNER CONSTRUCTION 31/8' 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC • • 31 • ••• V�NDOVd 2 H-1681 Fixed Raft,Heaw Duty,Aluminum Keymark Alum 1 • • • • i• 1800 SW 44TH AVE. 3 5.6077 Cover,HD Fixed Rail,PVC Mlkron PVC • ••• • • • i WO W LAS CCA 34474 5 P-4638 #8 x 21/2"Ph Mod Truss Type A TE Ajax Steel 211/16• 1/16• 3 elle" � 1! • 6 P-3342 Seem Sealer,SM-5504 Schnee Silicone ��WELD 7 S-1776 Roller Track Keymark Alum (ALL SIDES) Mw PVC 8 5.6013 Screen Adapter,Jamb,PVC Mlkron PVCL 1� ••• i ••• i•• i•• 1:8 HORZ SLIDER 8 S-6014 Screen Adapter,Hid&Sill,PVC Mikron PVC PVC FRAME FLANGE-6048 • •••HIPM118 RAIL-1681•• IMPACT PVC FRAME FIN-6048 • • • • • •• • • 10 P-4479 Weep Corer w/Flap M&M Nylon •• • • • • • ••• • 6 11 S-6064 Glazing Bead Mikron PVC ro • 12 H-6050 Sash Meeting Rail,PVC Mkron PVC 23/18" t 15✓18" t 3/16" F.—23/18• 5 �u 13 H-6051 Sash Pull Rail,PVC Mlkron PVC 14 H 60.52 Sash Top/Bat.Rail,PVC Mikron PVC 11 15/8" 1518. 1 5✓16" Y w 15 H-1497 Reim Sash Meet.Rail Keymark Alum t/18• 1/16" tl16" Vt6• 2 w a m 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum CO) 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTM RAIL-6050 PVC SASH SIDE RAIL-6061 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 O 18 P-3429 Wstp.,0.270 x.187 back FlnSeal, Ultrafab 0 3116• FDCED MEETING RAIL SCREWED TOGETHER WITH `� o � 19 P-3783 Lock,Impact,PVC kLtedock OUTERFRAME w Z w t:s W �3 g rr 20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O a w F- 21 P-4069 Keeper,Impact,PVC Interlock �--{ w a 22 P-3539 #8 x 3!4"Square PH Tek,Wirt. Fastenal Steel 1 e. I moi- 314' o �j 23 P-4958 Rotary Lock Interlock 15(18• 1• 1 1 o 0 24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 7/8• L 1/18• 15!1116•„ 25 P-4M Keeper,Rotary Lock Interlock 1116' SASH MTG.RAIL-1497 }— z 26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1998 SASH REINF.-1698 t�trtnrirrr��, 27 P-3541 #8 x 1/2"Quad PH TEK 2 Dnc Fastenal Steel HEAD IMPACT HOOK-1998 --il 314• ,`�� J2REIV1 28 GLASS SEESHEET2 CARDINAL GLASS 583(16" 3r1G� 71ts- 11/a• �,aG••,•y�C¢�S� 'P�� 29 Purfoct Glaze"H"or Sikaftex 552 HerkeVSka Silicone O 1�—� t 7 v= No 58201 30 P-3028 Set.BSc.,85 Dur.,1/8"x 718"x 2'Lg. Frank Lave Rubberifis- 6• I -.�518•f► S.B.RJ3.S.R-1498 1/16" 3-0, * Sa 31 P 3218 Screen Frame Alimetal RollForm ►- ROLLER TRACK-1776 S IDS STATE OF +41� 32 P-4754 Screen Comer Key Alimetal Nylon t/16• iO'n 34 P-3029 Screen Pull tab 33 P-4755 Screen rKey w/Safety Tab ASI1Irmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1wmit 101. t 1 r7/8*1 ,, O..AL� 35 P-3033 Screen Spring Fla.Spring SS 0 3/16" .0 9/� I 36 P-3228 Screen Spline Dapa O PVC GLAZEBEAD-6064 L 1/16" 4/11/2015 37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber �� 1/2" t Ila• FL PE#58201 41 P-3752 Cap Plug,1/2"Hole M&M ma Nylon 16(16• �� 3/8' 15118' NO1239 JABARA AVE. RTH PORT,FL 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum ��T,� 43 S-1112 Reinforcement,Head,Jamb Keymark Alum 7L 1/601 PH.94TION: 1574 44 S-2D00 Impact Channel,Sash Keymark Alum 1/16• PVC SCREEN CATCH-6013 PVC ANTI-UFT 6005 45 P-3748 #6 X5(8 Ph FH TEK,7Jnc,Painted Ajax Steel PLAN VIEW-1577 ALUM Sgs►I IMPACTHOOK-1577 1 BOM AND EXTRUSIONS 46 S-1999 Impact Hook,Frame,Head Keymark Alum 316•-�3" -{ 112• 5/18• I e . 47 H 6048 Main Frame,SWHS,Fin,PVC Mikron PVC I TEF 10/11/13 48 S 6055 Roller Track,PVC,(And-lift) Mikron PVC � SCREW SUPPORT-3113 PVC SCREEN SUPPORT-8014 9 49 P-5250 Lack,Impact,PVC,WRIpper Interlock CWS-869 B 50 P-4730 #8 x 1!2'Ph Mod Tnrss TEK Faeter�I Steel UNE ITEMS NOT USED: 4'38-39 SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. r1:2 4 OF 6 I •• •• • • • •• •• • • • • • • • • • • • •i ••• •i ••i •i i•• WN OR"m s 3'(1YP) •• • •• • • •• 1900 SW 44TH AVE. 6-MAX(TYP.) (�) � (TMP) SEE NOTE 2 4-MAX(TYP.) 8'IRAX.CIC.(TYP.) • • i • i OCALA FLORIDA 34474 MAX O.C. ••• ••• ••• • ••• • WWW.CWS.00 s•MAX mPa a'MAX(rYPaZ _ rT 8200 PVC INSTALLATION(�') —— •• : : .'. :'. :•• •• HORZ SLI ER MAX o.c. • ••• • • • • •• • IMPACT . . . . .. • • (TYP.) . • • • . • . • 1r ('hoc. X O X X O X a 0 Z i w Z W ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a 'd 0 0 Q a � � w � U 0 m a Z *�V .MSG E N;q�L��i�"• ,:v t No 58201 ti�S' l5kt NOTES: �� iO.pL,A f,Jt 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��iFd'`�•;�R.1. p @�+�, 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 all 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET S. PH.941-380-1574 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL DTIAWN By.. DATE: TEF 10/11/13 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, o: R SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 B 9.SEALWG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 125 5 OF 6 ' � 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• amm MIN.EMBEDMENTTYPICAL HEAD ANCHORAGE SEE TABLE 1 BY O�ER% • ••. • ••• MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1• • gm N. E D • SUBSTRATE SEE TABLE 1 •• E BLE • • SEE TABLE 1 1900 SW 44TH AVE. OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS ••• ••• 1!4" SF�M •• • W W W.CWS.00 SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 PVC BY INSTALLER INSTALLATION ANCHOR •• • • • • • INSIDE AND OUT SEE TABLE 1 •• • MIN EMBEDMENT HORZ SLIDER SEALANT BEHIND • • • • •• • SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM ••• i • • • • PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER G BY INSTALLER INSIDE AND OUT INSIDE AND OUT 7t INSTALLATION ANCHOR Y W INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W Q a}D SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND 03 FIN BY INSTALLER 0 B HORIZONTAL SECTION C HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE p HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ awry Z a W a WO Wcr F 1/4'MAX SHIM p f SEALANT BEHIND FLANGE BY INSTALLER m Q z PERIMETER SEALANT MIN.EMBEDMENTBYINSTALLER INSIDE AND OUT SEE TABLE 1 ,4��_j(J 11121V r?.y�C B Ilf g� ^��i,,i SUBSTRATE BY OTHERS A--'J No 58201 �� SEE TABLE 1 MN.EDGE DIST. ?*' SEE TABLE 1 x 6 S ¢ A VERTICAL SECTION r��•S STATE OF 6 TYPICAL SILL ANCHORAGE �., ;..4 1 X� 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 MN.) 3/1 S'RW TAPOON 1-1/2" 1-1/8' FL # PERIMETER SEALANT 1238 JABARA RA AVE.A FLANGE tQjjo OR G -FILLED CMU 117 PCF MN. 3116'RW TAPPON.. 1' 2' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MN) 311W ELCO ULTRAOON i' 1' INSIDE AND OUT rD-"\ HORIZONTAL SECTION PH.841-380.1574 FLANGE GROUPFILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4' 2-112' \,V BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G-0.55) 311(r f11N TAPCON 1-3l8" 7/S' HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MINN,SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 16 GAUGE(0.06(")MN.STEEL STUD #10.16 HILTI KWIK-FLEXOR RW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DATE: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRI-LNG SCREW THRU 0.060" 7/1(r TEF 10/11/13 MIN.1/4*FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED a 1!8'ALUM.(33 KSI MN)OR #10DRI GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS4669 B FLANGE 1/8"STEEL(33 KSI MN.) DRILLING SCREW THRU 0.125" 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FN 2X MIN.SOUTHERN PINE(G-0.55) IiiWOOD SCREW 1-1/2' 112' SHOWN FOR FLANGE WINDOWS. SHEET 12 60F6 $/1W015 Florida Building Codg Onli%le 60* • • • 000 •• •• • • • •• •• • s a AidaSCIS Home Log In User Registration Hot Topics Submit Surchar2A• Sits&Fif Public ats 4•SBC Staff I BCIS Site Map Links Search Busines Product Approval •• i• i• •• i••• ••• USER:Public User • • ••rcfessiAl • Regulation .. . . ... .. Product Aoonwal Menu>Product or Aoolication Search>Apolication Ust>Application Detail FL# FAppmved 1 Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 hnpsJ/www.flondabuil&ng.org/pr/pr_app_dd.aspx?param=wGEVXQwtDqu8obl%2fIZm6rgPohLz6ontOaKpvglOMeNaBBBv3yAgMA%3d%3d 1/4 8/12A015 Florida Building C4 Onlige ••• • • • ••• (352) 3$&922: E3ct:W.0; jlathrop@cws.co • • ••• • • • • ••• Category Windows ..• ••• Subcategory HorizcoitaI$tidler •• :•• • • ..• •.• •.. • ..• . Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ProfessjdAaCE0gjf1q.e;•. ;•• ••• i tl Evaluati®nsRep®rt:.oti&bcop�,Received ... • .• • . •. • •. . •.. .. Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ✓! Validation Checklist- Hardcopy Received Certificate of Independence FL16736 RI COI EvalRen CWS-8718 (HS-8200. 74x63. IMP).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://wwwJloridabuilding.orgtpr/pr app dd.aspx?param=wGEVXQwtDqu8obl%2fMn6rgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 214 8/1212015 Florida Building Coje Onlige ••• • • • ••• ••••• • • • •• •• • • • • • • • • • • Date Submitted 04/15/i3015o •:• : : : : •:• Date Validated 04/21/2015 Date Pending FBC Approval 04/2522015• •; ••� •� :•• Date Approved 06/22j20;6 • :' : :': Summary of Products .. • . • •. ••. .. . .• •. • .• • •. . FL# Model, Number or Name a f�escr:pt:®01 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 Ri II CWS-8718 (HS-8200, 74x63, IMP).{�df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 630, DP +/- 60 psf. Outer lite in FL16736 111 AE DuPont PVB NOA 13-0129 27.pddf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 Rl AE EvalRep CWS-871B (HS-8200, 74x63, Glass complies to ASTM E1300-04. IMP).pdf FL16736 III AE Ouanex ( ron) NOA 12-1017 02.pddf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 Rl II CWS-869B (HS-8200 111x63, IMP).1df 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 Rl AE DuPont PVB NOA 13-0129 27.p_df I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.1?df Glass complies to ASTM E1300-04. FL16736 R1 AE EvalRep CWS-869B (HS-8200, 111x63, IMP).pd FL16736 RI AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 A 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 h"://www.floridabuilcing.orgtpr/pr app dfl.wpx?pamm=wGEVXQwtDqu8obl%2flZm6rgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 3/4 8112`2015 Florida Building Co�e Online • • mall to this entity.Instead,contact the office by phone or by traditional mol!ifVu hDve jny'q ons,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Ch ter•455pril avus-t p1"ovi$e the Department with an email address If they have one.The emails provided may be used for official communication with the license.HcjYey jr�er jal?d�ress?ag Eublic 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 pu lic. fo ermine if you are a licensee under Chapter 455,F.S., please click here. Product Approval A ts:•W&N •• • ••. IN • • • • • • • ••• ••• ••• • ••• • securiWmEmcv E MM-- • • *00 00 • • 0 0 •• • • • • • ••• •• https:/Iwww.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDqu8obl%2fZrn6rgPohla6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 414 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5l' 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-210-3887-1,4A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886'02/04/05,ASTM E 1996 ,04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B ;••• •••••• . . • Achieves design pressures of+/-60 psf •• •. • Is Large Missile impact resistant and does not require the use of shutters •••••• •• 000000 0000.. • May be used in the High Velocity Hurricane Zone :6600: • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.£�t••• 0000 6 ••••• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A..U-J9 17.0;.. ••�••• 00 . . 60 6• .. 0.00.0 t I have evaluated the interlayer and framing materials in these Dupont and Quan&vXOAs and find 6• that they comply with the requirements of the 51`Ed.(2014)Florida Building Carle for use in•this 6 0666:0 666666 product. . .'. ' :0066: .. 0000 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. � .•-4 No 58201 'e 06 P p. •jr STATE OF :�' 4/18/2015 R'O�`` � �. Lucas A.Turner,P.E. a ��q t► � N A� tis�� FL PE#58201 Lucas A.Tuffm 2015-04-18 21-04.100 0 0 000 . 0 0 *so so 00 0 0 0 00 .. 0 . 0 000 . 0 0 0 0:9 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT . . 1.THEPitODUMOHOWNIdEREWADESI3NEDANDMANUFACTURED •• • • LO OOMPLY WAlH THEiiORIBf4 BUILDING CODE(FBC),CURRENT •• EDITIQN INQMDIN61 H ELLOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RA-;lED••• ••• IN Ag"E 1996 PER Z FjpC, •71`r LEVEL D IMPACT USE AS DEFINED WOW .CFLORIDA 3 CC A 34474 75 1/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8m PvC so 93.CONFiGUROyON%Vr.�XQ• HORZ SLIDER 74"MAX.UNIT WIDTH • • • • • • • • • 33"GLASS DLO •• iIt pEEG" S9URAf RATINyGO F�0S4 IMPACT A ••• tai N�AD$ �.5 ED ON,TESTED PRESSURE AND IPOSJ�iRIVE DESIG LOAD ED ON,TESTED PRESSURE,WATER v INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. Q I 1 I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED I I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Y cWp DETAILS.W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOODMAX w a m FLANGE B B ANCHOR CALCULATIONS. ca HEIGHT I U Z i 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT `� o UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT m Z W 63' I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w O 1= MAX FLYING DEBRIS. a B UNIT o x I HEIGHT I ArAAX 6' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a w HEIGHT v i 6.SERIES/MODEL DESIGNATION HS4=. m Q O 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z GLA �6" 1 B X=OPERABLE SASH,O-FIXED SASH DjREgq�t, A1; W DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR AVQS•;�;'+E I I I U LOCATION. +r`v t No I a I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 41 FROM BOTH ENDS. it t -- -C,- -- -- �O STATE OF +r ♦T�,A C s A ��''y��ip aM 33'GLASS DLO- 36 5116" LO 365/16"MAX SASH WIDTH y� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRPTION. GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY. DATE: GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13 SECTION VIEWS&GLAZING DETAILS...2 MAX. UNIT SIZE DESIGN PRESSURE RATIN IMPACT RATING a° •• ANCHOR SCHEDULE&NOTES................4 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 s INSTALLATION3507— DETAILS...........................5 SHEET 1:15 1 OF5 .• .. . • . .• .• . • . • . • • • • ••• • • . ••• • • • • ••• alt L//��/�// wmoowmrem INTERIOR : • ': •• • • • 1800 SW 44TH AVE. Ilv/I 0 • OCALA,FLORIDA 34474 11 1 18 1 1 6 • 000 • • WWW.CWS.CC • 8200 PVC • HORZ SLIDER ' ' ' IMPACT • . •• • • • • • • • • • • • • • •• 1 3 1 w wam SECTION B-B m U Z NOTE:FIXED LITE AT HEAD O AND SILL IS SIMILAR. ' o D o ?mWZ > t a � Lu cc to ooa O UW � lDQ0 18 1 4HEAD IMPACT HOOK(IYP.) ``WOREIV S, (IITESMS 335 AN&36 }SASH 7/8'OVERALL 58201 1/8'ANNEALED Or TEMPERED S 7/10"AIRSPACE A 2� INTERIOR I :'A; STATE OF :fUZ I 5/16'LAMI ooh,gyp 4 - 1/8"ANNEALED �i�(c ... Rti0,,.�",��,�i� SWEEP LOCK(7Yp) �iONA��Q��i` ONLY ENGAGED PRIOR MQ DUPONT PVB INTERLAYER ��ryry• TO HURRICANE FORCE WINDS. t/'8ANNEALED �f 4 I LOCATED AT THIRD POINTS 4/11/2015 fT 1 I X I (ITEM -VGLAZE" t SIKAFLEX 552 LUCAS A.TURNER,P.E. 1 ' FL PE#58201 i 1238 JABARA AVE. 8 5 NORTH PORT,FL 34288 PH.941-380-1574 tSHM 1/2'GLASS SITE ON: � SECTION VIEWS AND DRA-- -- m GLAZING DETAIL 4 WNB: DA : SECTION A-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1:20 G r. .. SECTION C-C GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1135911- SHEET 12 20F5 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• PARTS LIST 31/8" CORNER CONSTRUCTION ITEM PARI# DESCRIPTION VENDOR MATERIAL 31/8' t 1497 ReiM.Sash Meet.Rall Keymark Aium • •• •• _011 2DOW ftMnMH 2 H-1699 Reim.S.B.RJS.S.R, Keymark Alum • • • 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum 8 • 6 • OCALA,FLORIDA 34474 4 H-6052 SashToprBot.Rail Mlaon PVC 211/16• 39/16' • • • /16; 2118' 1/16• WWW.CWS.CC 1/76" 5 /1-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC CORNER WELD s H-6050 seen Meet.Reil,PVC Mikron PvcL (ALL SIDES) 8200 PVC 7 H-805t Sash Side Rail,PVC Mikron PVC 4►r " i i •'• V• HORZ"SLIDER '• :': : : :•• :vxE° ':,s36 IMPACT 8 H-6049 Main Fr.,SH,%Mg.,PVC Mikmn PVC PVC FRAME FLANGE 6049 �a�Mle 9 P-3029 Screen Pull Tab Summit PVC'i i"-Fi '•' i i i•• ••' 1 10 P-3033 Screen Spring,SS Hudey 1-23116--113118"11 P-3113 Screw Support,PVC Team Plastic Rubber12 P-3218 Screen Frame Alimetal RollForm13 P-3228 Screen Spllne,.155 Dia.,Blk. Dapa t 5/8• 1Fw 1 58• t 5118" Y Lu 14 P-4754 Screen Frame Comer Key Alimetal Nylon 1/18" 1/16' FIXED MEETING RAIL w ¢ m 15 P-3342 Seam Sear,SM-5504 Schnee SiliconeH SCREWED TOGETHER WITH 16 P-3352 Set.Blk.,85 Dur.,1/8"x 518'x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-8050 PVC SASH SIDE RAIL-6061 PVC SASH TOPIBTM RAIL-6052 PVC FDO RAIL COVER-6063 OUTER BFRAME 17 P-3429 Wstp.,0.270 x.187 back FInSeal,Gri Ultrafab 18 P-353,9 #8 x 3/4 Square TEK 2 enc Fastenal Steel y8. 3t4"-1 �{ w z w 19 P-4730 #8 x 1/2"Truss PH TEK 2 ax Fasterai Steel 03116• �-F- 2 a 0 cc 20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1• 1 15/11„ vts` o P-3783 or O 1/16• s zzz 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 j p 22 P-4779 I Mier,Tandem M&M Nylon I15/16• 23 P-4051 #8 x 1 114 Ph FH TEK,Wht. Fastenai Steel 3/a• 7116• 1 11a• m a z 24 P 4069 Keeper,Impact.PVC Interlock 7!8" 1/18" 3/16. r ',j4Ntetffffffi 25 P-4479 Weep Cover w/Flap M&M �— P>JOREW 26 P-4638 #8 x 21/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1998 T 1116" 1/18" !�►�GQ.••��C¢k SQ A w 1 S.B.RIS.S.R.-1498 ROLLER TRACK-1776 S-a% No 582pq �7/�7y 27 P 4958 Rotary Lock Sullien 21nc 28 P-4952 Keeper,Rotary Lack Sullivan ZincrO 3/16" 29 P-4959 jWstp.,0.420 x.187 back FinSeai,Gin Ultrallab O r7�l .p STATE OF 'Zrr 30 P-4633 Barrel Fastener Fastenai steel ''��'' 1 •iO.p 31 S-1112 Reinfarcemerlt Hid Keymark Alum I -.�yg-�.- 7� WS. O R.:0' 32 S-1498 Reint.S.B.RJS.S.R, Keymark Alum T- v16• ONA1.-- 34 S-1776 Roller Track Keymark Alum &8* 1/16" PVC GLAZEBEAD-6064 GLAZE BEAD-1112 Ntaanan 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2 11/8•-i 318" �1511W M11�0136 S-2000 Panel Catch,Head,Impact Keymark Alum37 S-6005 Anti Lift Mikron PVC 3/18LUCASA.TURNER,P.E. 38 S 6013 Scm.Adapt.,w/Nib,PVC Mikron PVC ~— � 1 t/1e• FL PE#58201 11 PVC SCREEN CATCH-6013 PVC ANTFLIFT-600.5 1239 JABARA AVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Cover Mikron PVC PH.941-380-1574 1 y DTON: 41 S-6064 Glazing Bead Mikron PVC �1� 1/8• I 42 GLASS SEE SHEET2 CARDINAL GLASS .� BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Hei*el/Sika Sillcorre 1/18• PVC SCREEN SUPPORT-6914 DRAWN BY: DATE: ADE 10/10/13 a: V.: CWS-871 B 33 3ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 12 30F5 • • • • , • • • • • • • • • • • 000 00: :0* awm 0 wow mmr 1212"MAX.O.C.(TYP.) i •' ' •' • "• 11900 SW FLORIDA E. 6'MAX(MW.) _I ,_ 3„( ) SEE NOTE 2 '"MAX�') Ir•• •• s i i ice) 000 '•' SEE NOTE 2 W W W.CWS.CC 34474 6"MAX(MW.) Ryp•) � t , INSTALLATION 00 ' :' : . .. 82PVC HR(Y ) 0 • HORZ"SLIDER INSTALLATION • • ;•' ANCHOR(TYP.) IMPACT MAX O.C. • • • • • • • • • • • • • ••• •• m � 17" MAX O.C. I t I 1 I o c�a I O X I I O X t wun, m rn U Z I I t t Riw0 ul -- -- 1 -- -- -- -- -- - o m y ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) U o maZ jo No smi NOTES: �j„�� BTATE MI" "�wy� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �' Sf 4Np �4�,,s 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 all CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, x 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11f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bw e: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. 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),FMAlAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERK)R DOORS) 120 4 OF 5 r + •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• MIN EMBEDMENT 2DOW lU/UU(J TYPICAL HEAD ANCHORAGE SEE TABLE 1 • T�/+B •: ••• y • ••• LTJ MN.EDGE DIST. 1/4'MAX SHIM • �TiiRR�6�1 • •'EE T D • r BY STT RAT 1900 SW 44TH AVE. SEE TABLE 1 } • SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS • •••I ••• • 1/4"Mwh • W W W.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 82DO PVC BY INSTALLER INSTALLATION ANCHOR . : .'. : •• :•• • HORZ SODER INSIDE AND OUT SEE TABLE 1 • 000 • • • • •• • MIN.EMBEDMENT SEALANT BEHIND ••• : : ••• i•: • SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4'MAX.SHIM � �vt BY INSTALLER PER I_E1 A�M o A Q PERIMETER SEALANT BY NSTALLER INSIDE AND OUT o INSIDE AND OUT INSTALLATION ANCHOR 0 INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W ¢ tD FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER v Z SEE TABLE t 8 HORIZONTAL SECTION rC'N HORIZONTAL SECTION {�i O b TYPICAL JAMB ANCHORAGE b TYPICAL FIN ANCHORAGE `� p T HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ w Z W tuE0 CL a am O U 1/4"MAX SHUN SEALANT BEHIND U O FLANGE BY INSTALLER tD Q Z PERIMETER SEALANT MIN.EMBEDMENTBY INSTALLER 11124 INSIDE AND OUT SEE TABLE 1 ��V "yN0 �4$"'.�; y,,i SUBSTRATE BY OTHERS v• 58201 SEE TABLE 1 MIN.EDGE DIST. * 2 A VERTICAL SECTION SEE TABLE I 95 STATE OFttt 5 TYPICAL SILL ANCHORAGE z TABLE 1:APPROVED INSTALLATION FASTENERS 41 1112015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3118"RW TAPCON 1-1/2' 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FLLED CMU 117 PCF MIN. 3116"RW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE TRETE 2.65 KSI MN. 3/16'ELCO ULTRACON 1" 1' INSIDE AND OUT t-DPH.941-380-1574 , HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/18"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHM DESCRIPTION: FLANGE 2XMN.SOUTHERN PINE(G=0.55) 3/16"f1W TAPOON 1-318" 718' HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.06(')MIN.STEEL STUD #10.16 HLTI KW K-FLEXOR rrW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRIWNG SCREW THRU 0.060" 7/18' ADE 10/10/13 1/8"ALUM.(6083-T5 MIN.)OR #10 GRADE 5 SELF-TAPPNG/ FULL THREAD MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED ao FLANGE 118'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FN 2X MIN.SOUTHERN PNE(6=0.55) #8 WOOD SCREW 1-112" 112" SHOWN FOR FLANGE WINDOWS. SHEET 12 5OF5