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WS-16-544 r Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-253747 Permit Number: WS-3-16-544 Scheduled Inspection Date: March 21,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: DE PASQUAL,EMILIANO Work Classification: Window/Door Replacement Job Address:67 NW 103 Street Miami Shores,FL 33150-1233 Phone Number Parcel Number 1121360131090 Project <NONE> Contractor. AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING 11 IMPACT WINDOWS AND 2 IMPACT Infractlo 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 March 18,2016 For Inspections please call: (305)762-4949 Page 18 of 34 • �r .r Charles C. Mitchell, P.E. (o d LN 924 N. Federal Hwy. Hollywood, Fla. 33023 Civil/Structural#11127 305-336-5069 "As-Built Certificate" March 16,2016 Building Official Building&Zoning Dept. Village of Miami Shores Miami Shores,Fla. Re:Emiliano De Pasqual 67 NW 103rd St Miami Shores,Fla. Permit#WS516-544 Dear Building Official, • In reference to the windows&door bucks,the wood bucks were determined to be 1 by p.t.and were attached to existing concrete openings w/I/a"dia.tapcon screws x 3 1/4"long spaced at 6" from corners and max. 12"o.c.elsewhere.Note all tapcon embedment were min. 1 %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, Charles C.Mitchell,P.E. a C s Miami Shores Village E 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 Phone: (305)795-2204 , h Expiration: 0$!2612016 Project Address Parcel Number Applicant 67 NW 103 Street 1121360131090 Miami Shores, FL 33150-1233 Block: Lot: EMILIANO DE PASQUAL Owner Information Address Phone Cell EMILIANO DE PASQUAL 67 NW 103 Street MIAMI SHORES FL 33150- 67 NW 103 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION 305 2640446 Valuation: $ 26,160.00 ( ) (305)513-0514 Total Sq Feet: 260 Type of Work:REPLACING 11 IMPACT WINDOWS AND 21 Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:8 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice# WS-3-1668848 DBPR Fee $3.45 03/01/2016 Credit Card $304.10 $0.00 DCA Fee $3.45 Education Surcharge $5.40 Permit Fee $230.00 Scanning Fee $24.00 Technology Fee $21.60 Total: $304.10 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 1 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- med&on or to do the work stated. March 01,2016 Authorized Signature:Owner / Applicant / VItractor / Agent Date Building Department Copy March 01,2016 1 1r11A1111 011V1 GJ r 111a6c; Building DepartmentR. f1 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 MA Tel:(305)795.2204 Fax:(305)756.8972 $Y. INSPECTION'S PHONE NUMBER:(305)762.4949 N FBC 20 t -A BUILDING Permit Noll PERMIT APPLICATION Master Permit No. 6 sl 4 -`j Y Permit Type: BUILDING JOB ADDRESS: l 7 N w— Q 3 S� City: Miami Shores County: Miami Dade Zip: 3315"0 Folio/Parcelt / I - A/3c, - 01 az - 1090 Is the Building Historically Designated:Yes " NO Flood Zone: OWNER:Name(Fee Simple Titleholder): EMI//A' fJQ 'Pa Se U0(, Phone#:C341915, Address: (6 7 Qr 10,23 '-l _ City: RiAM t 6AfLS State: �` �- Zip: �. 15V TenandUssee Name: Phone#: Email: CONTRACTOR:Company Name: 'Y mat c IV S 10&NJ ga4ec '&x Phon.&� .y .-ice/.3 -©s Address: /090-I ,AIW 14 ;51 !�':;TE7 /0 City: f State: 1___L_ Zip: 3 3 17 L' Qualifier Name: /`E Phone#��jA r-q•S 10 7 State Certification or Registration#: C 7 Certificate of Competency#: Contact Phone#:Q18&) 239'-086,6_ Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ a't(g . l(00 . 0 Q Square/Linear Footage of Work: 2-6 O Type of Work: OAddition I111(Alteration. ONew ORepair/Replace ODemolition Description of Work: fz"(Q C,►Ve 0� (,)t h Q C)W. S qri 2 �1 m e/}(.t Q0c)Y2 S COZOT thru t&: Submittal Fee$fir,► Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL W.F.NOW DITF. I. BohVing Company's Name(if applicable) Bonding Company's Address City a State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Andress City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 14WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /r.4N® Signature �—� �E (�aSC°,t/HCe Signature '�-4 Owner or Agent 79 Contractor The foregoing instrument was acknowledged before me this A7 The foregoing instrument was acknowledged before me t�hiiss� day of ,201 ,by<�k&Amo b 1-a5C'w^L day of 20 YS,by s,,�e�»�t't y IICUd/;7L who is personally known to me or who has conduced lf-"' _ who is personally known to me or who has produced C- ,05 E- As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: NATHAME Print: "" NATHALIE DIAZ Print: . Notary Public-State of Florida DIAIT +% Notary Public-State of Florida . Will 936 My Commission Expires: •E Commission#FF230936 My Commission Expires '•;"PF FroMy Comm.Expires May 14,2019M ''��"•• Bonded through National NotAssn.'�, y Comm.Expires May 14,2019 Baled through National Notary Assn. I� l� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012XRevised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Propert Search Application- Miami-Dade County Page 1 of 1 -OFFICE OF THE PROPERTY APPRAISE. 13 Summary Report Generated On : 3/1/2016 Property Information Folio: 11-2136-013-1090 U iii df'Po 67 NW 103 ST Property Address: ; Miami Shores,FL 33150-1233 Owner EMILIANO DE PASQUAL j Mailing Address 67 NW 103 ST MIAMI SHORES,FL 33150 USA Primary Zone 0800 SGL FAMILY-1701-1900 SQ f. Primary Land Use 0101 RESIDENTIAL-SINGLE .., FAMILY: 1 UNIT Beds(Baths/Half 2/1/0 92 3:�. ��ii�1F➢ii5 Bi°�0>ql� ':,,Illi �e�„ Floors 1 Living Units 1 Actual Area 1,336 Sq.Ft Living Area 874 Sq.Ft Adjusted Area 1,182 Sq.Ft Taxable Value Information Lot Size 9,150 Sq.Ft 2015 2014 2013 Year Built 1935 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $120,944 $119,588 $117,082 Land Value $164,440 $98,074 $44,981 School Board Building Value $121,273 $120,138 $109,529 Exemption Value $25,000 $25,000 $25,000 XF Value $12,512 $12,542 $12,572 Taxable Value 1 $145,944 $144,588 $142,082 Market Value $298 225 $230,754 $167,082 city Assessed Value $170,944 $169,588 $167,082 Exemption Value $50,000 $50,000 $50,000 Taxable Value $120,944 $119,588 $117,082 ........... .................................................._............._........................ .... Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 ......__.. Save Our Homes Assessment ITaxable Value $120,944 $119,588. $117,082 Cap Reduction $127,281 $61,166 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead lExemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 03/22/2012 $235,000 28047-1978 Qual by exam of deed School Board,City, Regional). 03/01/1998 $72,000 18003-4193 Sales which are qualified 02/01/1987 $53,000 13197-0122 Sales which are qualified Short Legal Description 36 52 42 31 52 42 MIAMI SHORES SEC 5 PB 10-47 LOT 17&W1/2 LOT 18 BLK 124 LOT SIZE 75.000 X 122 OR 18003-4193 0398 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/ 3/1/2016 O O TM-PW Emiliano De Pasqual CWS_LHA FL15920.1 O7 FL14850.1 94-3/4 x 56-112 .� CWS-DBL-CM 67 NW 103 Street 72 x 80 ; FL6890.1 Sidelite 1/4 x 55-1f2 Mu3�ix3 036-1/4 Miami Shores, FI 33150 24x80 FL9520.1 Total:96 x 80 Total:72-1/2 x 55-1/2 10 Egress 0 x o 11 CWS-HR CWS-CM-HR FL16736.1 p � � a FL6890.1 35-3/4 x 37-1/2 W ' v 1/2 x 50 CWS-PW -�-- FL13010.4 I FV-rr CWS-CM-HR 35 x 15 e^ '�R�° " F --- FL6890.1 -------- t- 35-1/2 x 50co -------------------------•-------•---------------...------- -;- a �� 'r' r - - _ -Be room------... -T. Bedroom _ t c 4 _-- - ' _-- nFL6890.1 CWS-CM-HR Egress - - Bath 174 x -1/2 CWS-DBL-CM Entry Door Bedroom 12 FL6890.1 (2)36-1/4 x 36-3/4 CWS-DBL-CM •••a Mull:lx3@36-1/4 13FL6890.1 •• -o1 *.I.: --• FL9520.1 (2)36-1/4 x 49-1/2 Egress-• '�� - -• Total:72-1/2 x 36-3/4 Mull:1 x3 @36-1/4 TM-249 HRO FI-9520.1 15-0611.05 Total:72-1/2 x 49-1 M ••• •• • • • 38-1/4 X 82-112 • • • • • • • • • • • • . • • O CWS-CM-MLR . • •• •. • • • • • • 'z FL689i• � • P.♦ i•• ••• 35-1/2 x 49-1/2 Y'' i •-• • • - - ••• - • • • • • • • • • WIND LOAD TABLE FOR COMPONENTS AND CLADDI)*&. 0 0 CLIENT: American Storm Protection ADDRESS: 67 NW 103 StOeC PROJECT: EMILIANO DE PASQUAL Miami Shores, FI 39t9®o • City State.ggeo 0 EXPOSURE "C" WIND VELOCITY = :175 Ep-Q MPHEQ-Fo-S LO RE >AO oo:ooe l 000000 Roof Else. Tdbutery Area(Sq.Ft) Roof Eley. Tobu&& ul� (Sq • so 20 30 a so 10 20 00 00 36.S n9 40.1 37.2 X3 3&9 401 X3 37.2 is 43.S 41L7 40.6 ft 39.9 11-3 S3.7 50.1 d 46.S fti45.3 4L0 39.2 38.1 37.4 36.8 a 41.0 39.2 S&I 37.4111, 36.8 • 17 17 44.S 427 41L6 4 40.9 40.2 S5.01' 46.4 SL3 49.1 476 415 40. &4 3&6 X0 42. 20 6 3 20 S 4OL6 38.6 380 al 441 410 42.2 4L6 56.9 53.0 Sma 49.2 48.0 43 4 4L5 403 39 5 3&9 22 47.1 45.1 0 43.2 415 r SELI 54.2 51.9 SD.3 49.0 40.6 42.8 4L6 40L8 4R1 44.8 47.8 41.6 40.8 *4 40.2 1 25 25 48 6 44.6 wo srxo 516 46.6 45.4 51.9 SM6 45.8 43.7 424 °i 4LO 'S.8 43.7 S 41.6 4LO n 22 4i) 49.6 4W 47.6 46.4 -Ais- "A 6L3 57.2 S4.7 43.0 SL7 14 �4, o' 44 46-2 44.2 42.1 4&2 ".2 UMM 42.9 42.1 4L4 so 142.9 30 50.2 48.1 46.9 46.0 45.3 6L9 57.7 55.3 43.6 512 47.7 46.5 4&3 43.4 42.7 47.7 AM'41 45.5 4444.3 43.4 42-7 aws 35 SlL7 49.5 48.3 47.4 46.7x, GSA "sgs S7.0 S5.2 Sig 1 46.9 6 44.7 43.9 49.1 46.9 45.6 44.7 419 40 40 53.2 SLO 417 p 48.8 48.1 65.7 SL3 S8.7 S6.9 SSA SOLS 41L2 46.9 45.9 &2 S 4&1 46.9 45.9 45.2 41 4S 45 SL4 !48 S2.5 5L2 49.1 47.8 46.8 46.0 50,2 49.S 67.6 63.0 60.4 S8.5 47.0 N. 51. 4M 4V7.8 46.8 460 so a S5.8 SaS 52.1 SL2 SDA 68 9 64.2 6LS S9.6 lAt S&I fir SO.5 49.1 4a&1 47.3 S2.8 S2.9 S(xS 7 49.1 481 47.3 ci 55 S5 S7.3 54,9 53.6 S2.6 5L8 70.8 660 63.2 512 S&I - 4&9 4&2 wj S3.9 RA S3.8 wfl SIA 49-91 SL4 49.9 4&2 60 so F41S-&-3--F""-55:9- Am 54.5 . 55.5 51-7 R472 0 67.2 6018 GENERAL NOTES FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 Fr. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2. ROOF ELEVATIONW. IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4C= BY USING FIGURE 1 AS REFERENCE ZONE 58M 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D ROOF HFAIGHT AND APPLY TO ALL FLOORS. S. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D 0 D SHOWN BUILDING HEIGHT IN END ZONE. 1 6. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL SE4L OF AN.ENGINEER EMPLOYED BY AL-FAROOO CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. a. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS daft 10-02-13 REVISIONS: dmu by:KF. date I by I AL-FAROOQ CORPORATION ENGINEERS&PRODUCT DEVELOPMENT dm"bjr 1235 SW 87 AVE TEL(305)2645100 Dw ft 1 MIAMI,FL 33174 FAX.(305)26243978 JAVAD AHMAD FLA P.E.f 7M%ES CAN. t 8/21/2015 Florida Building Code Online � d BM Home Login User Regie mum ( Hot Topic SubmitSurcharge Stats&Facts ftNeadom MC Staff I 8CIS Sfte Mery 4•:Na I Search Bus nes .... ...... .• Pro 1 Al Product Approval . . • USER:Fubllc User •00••• •0 •• 0000•• • Re ulat*on •••••• • Product Aoo mi Menu> > >Applicatbe Detaa •••• •••• • • 0000 0000 0000• FL# FL13010-R3 •••••• • • ••i••• • • 0000•• Application Type Revision •• •• • 000000 Code Version 2014 •••••• • •• Application Status Approved i • i • • ••••i• 0000•• • • • 0000•• 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 ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Emall 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 (352)368-6922 Ext 291 jlathropDcws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.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 G9, Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS-373B(PW-8300.120x48.IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMAtWDMA/CSA 101/I.S.2/A440-05 2005 AAMAtWDMA/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 https://—.floridabuilding.org/pr/pr_app_dd.mpx7p---wGEVXQwtDgvQEb8FJEH6OVrs5wFsWUkbayx8BBGDJYMQSsOeALflA%3d%3d 1/3 8/21/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code 0006 • • • • ••90• 66090900 • • 6 • 0 •••••90 •00• •00 00 0000•• • • Product Approval Method Method i Option D 00 :6000: •000 •000 • 0 • 0 •6690 •90•• 0000• Date Submitted 04/15/2015 • • •90.9090• • • 0000• Date Validated 04/21/2015 • • 90 90.6•• 00 •0 • ••690•• Date Pending FBC Approval 04/25/2015 6•••0• • .• Date Approved 06/22/2015 :00:0: • • • • • • 0 0009•• •00000 • 6 • 0 0 Summary of Products • • 6 •••••• 00 • 0000 • • FL# Model,Number or Name Description 00- 13010.1 •13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Mg/Fin Fixed Window,36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS 33B(PW-8150.36x72.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pre�ssure:+75/-75 Evaluation Reports Other:PW-8150,36"x 72",DP=+/-75 psf.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.Ddf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRen CWS-4338(PW-8150.36x72. Glass complies to ASTM E1300-04. IMP).Ddf FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fln Fixed Window,Continuous Head&SIII. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150.CONTHDSL.IMP).Ddf Approved for use outside HVHZ,Yes Verified By: Lucas A.Turner 58201 Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other..Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8"x FU3010 R3 AE DuPont PVB NOA 13-0129 27.odf 72".Outer lite must be safety glass above 30 ft.in HVHZ. FL13010 R3 AE Eva ll CWS-5108 fPW-8150.CONTHDSL Glass complies to ASTM E1300-04. IMP).odf FL_ 13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". Limits of use installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-3735(PW-8300.120x48.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:+70/-70 Evaluation Reports Other:PW-8300,120"x 48",DP=+/-70 psf.Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.Ddf Impact.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-3738(PW-8300.120x48. IMP).odf FL13010 R3 AE Ouanex,(MakroNOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fln Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 Lr CWS-159D(PW-8300,72x76.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other..Large Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27.Ddf Max.size and DP's.Outer lite must be safety glass above 30 ft. FL13010 R3 AE DuPont SGP NOA 11-0624 02.Ddf In HVHZ.Glass Complies to ASTM E1300-04. F:130 0 R3 AE EvalRgn CWS-159D(PW-8300,72x76. IMPt.udf FL13010 R3 AE O�a� nex( f Mn)NOA 12-1017 02.odf Created by Independent Third Party:Yes ® Nezt Coated Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850487-1824 https://—w.floridabuilding.org/pr/pr app tlmpx?pu m—GEVXQwtDgvQEWFM6OVrs5wFsWUkbayx8BEGDJ57PKaSsOcALf2A%3d%3d 2/3 8/21/2015 Florida Building Code Online The State of Florida is an AA/EEO employer.Convrtaht 2007-2013 State of Florida.::Privacy Statement::Accesslbliav 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 email address If they have one.The emalls provided may be used for aMdal 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 licenses under Chapter 455,F.S., please dick hM. Product Approval Accepter •••••• s9• s90• 0000.• 0000•• see*: 0000•0 • 0.0.00 • • • 0000•• 0000 0000 • • 9000 0000 60000 00.90• • • 0000• 00 09 • •09000 • •9999• • • sees** • • • • • • • • 000000 •• • 0900 • 9 • • https://wwwiloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEWFEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOcALf2A%3d%3d M URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C. .O.A. B93'j9 T . .... ...... Evalifitiod Repof't 15!%D •, :::::.'April 18,2M 5 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"1,7g;unit sih.Ff,% ,•••• or 72"x 76"unit size DP67.5(DP65 outside HVHZ) ..:..' .. .. . ...... Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34J74.•� • . . . . ...... Statement of Compliance: This report evaluates the above-listed product per the r@quiments 8f FAC ;.,.•; Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requurenlents ofthIV ' 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 3955-1A 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. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.271 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5h 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. O EtV :.•' No 56201 Vol * 4/18/2015 :► : 8T{4TE OF 140� Lucas A.Turner P.E. �" .'�� .• , +� FL PE#58201 ATunrer irn 20044-1922:1344M • • ••• . . . ..• • • • • • • • • • • • • ••. . . . • ••• • gc UBE.WlNQ0Wz LARGE MISSILE IMPACT GENERALNATEC; Q§�j 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • • • • • •• •• • s • • • • • • • • •• TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT • • • • . • • • • EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1800 SW 44TH AVE. • • • • • • • • • • AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 • • • 000 ••• • DEFINED IN ASTM E 1886 PER THE FBC. W W W.CWS.00 481/4• 73114* 2.GLAZING OPTIONS:(SEE SHEET 3) "�^�i1s3"L Q S MAX OVERALL FLANGE WIDTH .•---f,-- •�i4H . E WI 1: •• •• 7r 3.CONFIGURATIONS:*Cr.ARCHITECTURAL SHAPES INCLUDE,BUT ARE PVC • MAi �W • •• MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTUREWINDOW • • �,,,II��,, �1� 4.DESIGN PRESSURE RATING: IMPACT % •• •• GLASSDLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ---------------- GLASS TABLES ASTME-130D-04. mv——————— -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLESASTM E-1300.04. li I -- -- 771/4• 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IL W W .. 1 O ALI I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR Q a m 73 Ifir DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD a tq MAXI i ANCHOR CALCULATIONS. OVERALLFLANGE B 1 B I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT HEKiHT I I REQUIRED.MAX IIT I UNIT 0 I 7.ALL FRAMES ARE FULLY WELDED. MAX HEIGHT pcc UN(ITitiT SERIES/MODEL DESIGNATION PW 8300. F 0 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: > > > o �GL� 1 i e alb i O-FIXED SASH.DLO HG U m Q Z DLO g 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR C LOCATION. P• pRE��iy�� 8 1 P_,B "W TG 4�i 1 ��.•y�GB/1/g�".� 'moi No sez01 y =*e * i* 6 — A — — Ll—— —— —— —— a�' scare aF 'II,w % 4�ry��•aOh»��' ty��. ♦��h/mNAy11, go> ••�� 0;7- 411112015 LUCAS A.TURNER,P.E. FL PE 9 58201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.941380-1574 SHEET DESCFJPTM: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN GLAZING DEETAI�I.H Ems:..::::.... :"::3 ANY 48"x 72" +/-55 PSF ADE 05(05/07 SECTION VIEWS..........................__......4 a .: EXTRUSIONS&B.O.M...........................5 NON-HVHZ72"x 76" +/-65 PSF LARGE MISSILE IMPACT CWS-159 o ANCHOR SCHEDULE&NOTES.........6.7 INSTALLATION DETAILS................-.....8 HVHZ +/-97.6 P F I 90WE, SHEET 120 1 OF8 • •.• • • • •• �SYSI'e�ls l��.a • • - • • • •• 1800 SW 44TH AVE. • • • • • • • OCALA,FLORIDA 34474 • a a • • • • • W W W.CWS.Cc 0 00 006 00 8300 PVC �� 0 0 0 PICTURE WINDOW • ••• • • •• IMPACT • • • • • • • FULL ELLIPSE rOVALn FULL CIRCLE g TDMBSTM o c0 LLI g Ul 93 z Wok IL IL a W 1/2 CIRCLE 0 oleo <191 TRAPEZOID ,{7'v; No 58201 , • loxk STATE OFRI l NOTES: ryiq/ONAL� �+M�aaNa 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. ` - 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 W IDTH AND HEIGHT OF FL.PE#58201 RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,1239 PORT,JAaARAVE FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 8&7,WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 114 CIRCLE TRIMME ARCHITECTURAL SHAPES wri BY: DAM ADE 05/05107 a . CWS-159 D SHEET 1:1 20F8 • . ... • . . ..• .. .. . . • .. •. . • . . • . • • . . . . . .•. . . • • •.. ia. • •• •• wwccw mrrmis • • • • • • • • • 1800 SW 44TH AVE • • • • • • • • • OCALA,FLORIDA 34474 • • • ••• ••• • W W W.CINS.CC .. . . .. ... .. 8300 PVC • PICTURE WINDOW . ... . . . . .. . • •' IMPACT .. . . . . . ... .. 1"OVERALL p OVERALL F w < Q m 3/18'ANNEALED or TEMPERED3(16'HEAT STRENGTH or TEMPERED ZO 1/2"AIRSPACE 316'AIRSPACE 6 o T SW LAMINATED 7/18'LAW GLASS � � � Z W 1/8'ANNEALED 3116"HEATSTRENGTH o c 080 DUPONT PVB INTERLAYER .080 SENTRY GLASS IONOPLAST INTERLAYER a 1/6'ANNEALEDo o jlj 3!16'HEAT STRENGTH > > > p e PURFECT GLAZE*W 6 PURFECT GLAZE W U m Q Z SIKAFLEX 552 SIKAFLEX 552 10 ❑ 1/2"GLASS SITE 1 ❑ 1/2'GLASS BITE Q�, •V 8G NSA y'Pq iii 7 7 Sr�v r No 58201 1 1 9 t r31ATH OF f on GLASS TYPE A GLASS TYPE BIAZ 4/11 f2015 LUCAS A.TURNER,P.E. FL PE#58201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 GLAZING DETAILS GLASS MAX SIS wA.B,,, DATEF TYPE W x H ADE O5✓O5✓07 DP+/-55 A 48 X 72 UNd-a CWS-159 D DP+/-67.5 B 72 X 76 SHEET 1:1 30F8 • • .•. . . • ..• •• .. . • . .• .• . . . . . • . . • . . 3 • ••• • • • •• Q • • • • • •• •• oy mnmffl • • • • • • • • • •• 1800 SW 44TH AVE 000 • • • • • • • • OCAI A,FLORIDA 34474 • • • • 000 • www.cws.cc INTERIOR 7 6 es .. . . . .. ... •• 8 6 8300 PVC • PICTURE WINDOW O 8 • ••• • • • • •• • • • • • ••0 • ©� IMPACT t0 0 to � .. � oo WW Oil a < m 8 9 z SECTION VIEW B-B Z cc a a ° Icc 1R cvmaZ ��g4a�yw�'N ,�►onpr ry�G 8 A13 , r �i Ne 58209 '� a s 9i, eraTe of Zzu �4'� Ft �9 t 0 Iraaa> Z:% p 5 LUCAS AA. URN .TURNER,P.E. O D FL PE f 58201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.84138D-1574 7 8 SECTION VIEW A-A SECTION VIEWS DRAWN W. DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWNr. . CWS-159 D SHEET 1:1.33 40F8 . . .•. . . . ... .• .. • . . .• •. . . . ... . . . . ... PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERWL ' •'• • •i ••• WINDOM/g ,1S • • 1 H-60068 FRAME, PW, MAIN, HEAD MIKRON PIC; • • • • • • 19ooswaaTHAVE. 2 H-6006B FRAME, PW, MAIN,SILL MIKRON P C •' '• 000 •0• • www. FLORIDA 34474 www.cws.cc 3 H-6W6B FRAME, PW, MAIN,L JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN,R.JAMB MIKRON PVC ••• •• CORNERWELD(ALLSOM 8300 PVC 5 H-6006A FRAME, PW, MAIN,FAV MIKRON PVC. • . • • • . • • SCALE IS 6 P3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBE :': : •' • •• PICTURE WINDOW • IMPACT 7 P-3352 SET. BLK.,85 DUR., 1/8'x 5/8'x 0 LG. FRANK LOW E RUBBER• : 00 000 •• 8 PURFECTGLAZE'H',SIKAFLEX552 HENKEL/SIKA SILICONE 9 P-3752 CAP PLUG, 1/2'HOLE M&M SILICONE g a 10 S-6064 GLZ BE., FXD. (1'O.A. I.G.) MACRON PVC c c 11 GLASS SEE SHEET 3 "- w o gam C� c� 3,/8' 31/8' LU ❑ o 21/18' Elji ,118" 1118' 0 0, 27/8' %us"REW , t U2' r1'�p No 58241 �, PVC FRAME FLANGE-H-W06B of y9� STATE OF PVC FRAME FIN-H-6006A in 4/11/2015 LUCAS A.TURNER,P.E. t/18• t/2 FL PE#58201 7/8' 10 L 1239 JABARA AVE. She" 8 NORTH PORT,FL 34288 t PH.941-380-1574 PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 vwwF- CWS-159 D SHEET 1:1 50F8 . . .•. . . . ..• .. •. . . . .. .. • • . . • • . . . . . . • ... . . • . ... ((//((f�'J�j//��\\��,,,]]��jj�� /�/� IC MAX O.C.(IYP.) I\v/I • • R MAX ir1�) • 8•l�q}(O.C.RYP.) YIIINDOW SYS rwu V MAox(TYP,) SEE NOTE 2 2 •4•n�'Ax.4rYo.) . • • 1900 sw 44TH AVE. S'MAX(TYP.) • • • • • • • • • OCALA,FLORIDA 34474 —————————— • • • ---------- WWW.CWS.CC I I I 8300 PVC • • �•C+ •• i• '• I PICTURE WINDOW INSTALLATION • • • •• INSTALLATION IMPACT 14 I ANCHOR(fYP.) • • • • • • • • ANCHOR OW.) MAXO.0 •• ' ' ' I •" •' I "P.) Lu W n a I I I I � � aam I I i z z I I ¢ W a � a°C ——---—————-- ANCHOR ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIM o v m a O DP+1-55 PSF DP 4/-55 PSF Z �gfn�Ittpti i fTl a GBiIIS'�'«y• y'* r`3�{ No 5m =.b tt >ararc OF ;w r NOTES:. ,4,r 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. ,�� 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 1/18'IS PRESENT. LOAD BEARING SHIMS SHALL BE yon CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. &ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4111/2015 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 01 BE PROTECTED TO PREVENT REACTION 12399 JA 3 �BARA A AVE.A &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,SHEETS. PH.941-380-1574 SHEET o . 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 8 INSTALLATIONS 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 CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL DI DATE. ADE 05/05/07 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. G e SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET& 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 120 6OF8 . • ... . . . ... .. .. . . • •. .. . . . . . . • . . . . . . ... . . . . ... ... . • . .• lam ® AAX wwmwmnmm s•MAX(TYP.) 7&S'MAX O.C.(TYP.) RrPd • . • W% Q.O. )• 1900 SW 44TH AVE SEE NOTE 2 6'MAX OW.) t 4x • • • •i• •i• '•' SEE NOTE 2 OCALA,FLORIDA 34474 W W W.CWS.00 -- --- --------- ---------------- I I .. . .. ... 8300 PVC • ' ' PICTURE WINDOW 76V I MA)PD.OT •• • IMPACT MAXOZ. • • • • • • • I I kaINSTALLATION v ANCHOR(TYP.) 1 I ANCHOR(TP.) LLJ� W o uluj Naco am I I � ZQ d a 0 g w > > > ' o comaZ ANCHORD Y-65 (FLANGE) ANCHOR LM LAYOUT (FIN) ,, ... 3: N. sato, ''z4`AA NOTES: ~�� STATE OF sus 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,�S�'�•�.R..1.�'�'fl�2r 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/1("IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y 3 ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET& 4(11(2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 6.ANCHOR F-MBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE INSTAL ATIONS 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:X FOR MASONRY,1'FOR WOOD AND METAL DRAiNN O ADE 05(05/07 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. VwGr 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),FMAIAAMA 20OTLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMAIAAMANYDMA 30OXXTERIOR DOORS) 120 70F8 . . .•. . • • ... .. .• . . . .. .. . . . • . . . . . • . • • ••• • • • • ••• MIN EMBEDMENT TYPICAL HEAD ANSEE TABLF•1• ••. ••• • By p�p ••• 114-MAAHIMIffl • • • SEl'TAB 1 •• MIN.EDGE DIST. SUBSTRATE MIRrD SYSTENIK • • • • • SEE TABLE 1 BY OTHERS 1800 SW 44TH AVE. 01 SEE TABLE '•• '• • • i• • 1/4'MAX SHIM SEE TABLE 1 wWw.CWS.CC FLORIDA 34474 SUBSTRATE BY OTHERS MIN.EDGE DIST. + SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR •• BY INSTALLER SEE TABLE 1 :. '. PICTURE WINDOW INSIDE AND OUT • • • •• • • MIN.EMBEDMENT . . . . • SEETABLEI IMPACT SEALANT BEHWD • • ••• •• FLANGE BY WSTALLER 1/6 MAX SHIM • PEEALANT ByRIMETER SEALANTPERIMETER Q BY INSTALLER L ONSIDE AND OUT o O INSIDE AND OUT INSTALLATM ANCHOR1tLL! N w w SEALANT BEHIND SEE TABLE 1 1- w Q a m FLANGE BY INSTALLER SEALANT BEHIND MTALLATION ANCHOR rB-'\ HORIZONTALSECTION rC-'\ HORIZONTAL SECTION FIN BY INSTALLER O SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE V TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FOV INSTALLATION yq ZOcc W CL Iia 6 � � go SEALANT BEHIND 1/4 MAX SHIM G U m Q a FLANGE BY INSTALLER ,"Mo u!#4r, PERIMETER SEALANT BY INSTALLER 4SEE TEBABE ABLE 1 ENTINSIDE AND OUT ,�� Ire 58241 SUBSTRATE BY OTHERS ++,-p R 40 SEE TABLE 1 MIN.EDGE DIST. % STATE OF SEE TABLE 1 HEAD BY SEALANT SCREW t- _81 TYPICAL SI ANCHORAGE cAL SECTION � ��NAL ?, X� TABLE I:APPROVED INSTALLATION FASTENERS 4/11)2015 LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(20KSI MK) 3H8'RWTAPCON 1-1/2' 1-1/8" PERIMETER 1238JABARAAVE. SEALANT FLANGE HOLLOW OR GROUT-FILLED CMU 117 PCF MW 3118"ITW TAPCON 1' 2' BY INSTALLER NORTH PORT,FL 34288 FLAK CONCRETE(285 KSI MOV.) 3/t3'ELCO ULTRAC ON i' 1' INSIDE AND OUT PH.941-380-1574 CD-'\ HORIZONTAL SECTION 8 BOX FRAME INSTALLATION FLANGE 2X MOV.SOUTHERN PINE(G=0.55) 3118"ITW TAPCON 13/8' 7/3' HEAD AND SILL SIMILAR FOR BOX INSTALLATIONINSTALLATION DETAILS OR ELC O ULTRACON FLANGE 2X MW.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-3AT- 7/8` FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DMWN Dr. DATE' FLANGE 16 GAUGE(0.06n MOV.STEEL STUD #10.18 HO-TI KWIC-FLEXOR I1W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05105/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW 7HRU 0.060' 7/18' 1/8'ALUM.(6063.75 MOV.)OR #10 GRADE 5 SELF TAPPNKG/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FLANNGE 7/18" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D 1/g STEEL(33 KSI MOV) DRILLING SCREW 7HRU 0.125' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASSOUTHERNSHEET 2X MIN.SOUTHERN PM E(6=0.55) 08 WOOD SCREW 1-1/2 7/16- SHOWN FOR FLANGE WINDOWS. 12 SOF 8 t f 8/5/2015 Florida Building Code Online r MIND 0 Paida r�r qu � r I �ti Ci 11nd BaS Home I Log In I User Registratim I Hot Topks ( Submit Surcharge I Stats&Facts I Publications FBC Stall ( acts Site Map ( Urft I Search Bus1nes Protessi IWPV uct Approval Pu blk User Re A n Product Aooroval Menu>Product or Aoolkadw Search>Aoolkadon List>Application DetaB momFL# FL14850-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss0cws.cc 0••• Technical Representative Erin Koss 0 0 0000 0 •0.0•• Address/Phone/Email 1900 SW 44th Ave. • 0 • 0 •• Ocala,FL 34474 •• • • • (352)368-6922 Ext 291 •• 0•• •• •• •0 0 0•• • • • ekoss0cws.cc 000000 ••••.• •••• 0000 • • Quality Assurance Representative Jay Lathrop •0000• •0000°00• •• ••• Address/Phone/Email 1900 SW 44th Ave. 00:09:• • ••••• Ocala,FL 34474 0000 �••••• •000.00 (352)368-6922 Ext 291 00 0 0 0• • 0 jlathrop0cws.cc • • • •0 ° • • • • 000• Category Exterior Doors 0 0 0 0 0 0 9 rY 0.00 i •0•• • • Subcategory Swinging Exterior Door Assemblies 0••0 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas 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 FA Validation C heddist-Hardcopy Received Certificate of Independence F 14850 R2 COI EyalReD CWS-6418(FD-8750.IMP).odf Referenced Standard and Year(of Standard) Standard Year 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://—w.floridabuilding.org/pr/pr app dtl.wpx?pamm=wGEVXQwtDquHlWe,PouW7oGhYGF3pWxjAQ%2f%ZSOvrNE4XRGwKNsNoA%3d%3d 1/2 4 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certifled By Sections from the Code Product Approval Method Method 1 Option D I 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 rin Model,Number or Name Description FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact Limitsf Use Installation Instructions F ed for use In MVNZ.Yes FL14850 R2 II CWS-6418(FD-8750.IME).odal for use outside NYNZ:Yes VeriPled By: Lucas Turner 58201 t Resistant:Yes Created by Independent Third Party:Yes Pressure:+70/-70 Evaluation Reports Large Missile French Door w/Sidelights,Max.French Fl-1 50 2 AE DuPau PVB NOA 13-0129 27.pd x 8',Max.Single Door 3'x 8',Max.Sidelight 3'x 8',DP FI 14850 R2 AE DuPont SCP NQA 11-0624 02.edf sf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvaiRep CWS-6418 -8750,IME)Z& FL14850 R2 AE_O uanex Mikronn)NOA 12-1017 02j& Created by Independent Third Party:Yes ® Next • • • 0641••• •• •• 0000•• • • • •••0.41 • 41••06• Contact Us;;1940 North Monroe Street.Tallahassee Fi.32399 Phone:850-487-18_21441. *000 0 • The State of Florida Is an JWEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AcceftcAment::%"It6ment •6••• Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a sulPYcsscards request,do net send elecgbit1000 41 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contect@850.487.1395.SMA4111 to Section fli0 0 0 0 455.275(1),Florida Statutes,effective October 1,2012,lig licensed under chapter 455,F.S.must provide the DApibtnit At with an eAlall address H they AN0 one.The smalls provided may be used for official communication with the licensee.However email addresses are publicII(( do not wish tp supply a personal 41 address,please provide the Department with an email address which can be made available to the public To determine 1ATilcensee under chapter 455,F.S., • please dick here. 0 0 • • •••••• ••41.41• Product Approval Accepts: 0 0 0 :0000:• - • • • •41.416• MWE https://wwwiloridabuilding.org/pr/pr_app dtl.wpx7pmm=wGEVXQwtDquHIF-dePouW7oGhYGF3pWxjAQ%2f%2fSOvrM14XRGwKNsNoA%3d%3d 2/2 • URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 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 44"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 50' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,-lA,-1B,4C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 00000 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucjs A,Curner,P2.• 0• 00 . . • • Installation: Units must be installed according to approval document CWS-641B. *0000 •••••• 00.00• • 0000.. 0000 0000 . • Limitations of Use: This product: 0 ' 0000 0000 0000. • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x$Z:Sidelite sizes . ..:•• with glass types and max.glass daylight sizes as shown in CWS-641B 0 •••3•• 0909:6 • Achieves design pressures of+/-70 p.s.f. •••••• '. • Is Large Missile Impact Resistant and does not require the use of shutters :•••:• •• • May be used in the High Velocity Hurricane Zone ""0 0 .. 0000 • • Anchors indicated in CWS-641B shall be pan or hex head type and shall have a head or wUWr (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#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 5*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. � s RE1Vr 4k 01Z 511 . N0 51 4/18/2015 * j't` Lucas A.Turner,P.E. _. STATE ®F Bit" FL PE#58201 �''�,'�` •:;`� ti p `.=W-& Luas X Turat • . .•. . . . .•. .. .• • • . .• .. • . . ... . . . . .,. GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISgLUMPAGT . 1•THE CpUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED • • • • • •• •i7vum O LY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT VVINDORAI mn •• • • QED NCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVt�AND 1900 SW 44TH AVE. • • • • ••• •i• •S ASAIA E 1996 I THE FBC.ISSILE LEVEL D IMPACT USE AS DEFINED WWW.�� 34474 79"MAX FRENCH DOOR WIDTH 36 3/18•MAX SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 37 Wr PANELWIDTH PANEL W IDTH •• • • • •• ••8 C018•IiURAT10NS SINGLE OUTSW ING,SINGLE OUTSW ING 8700/10/50 PVC 26 516' 22 518- • . , • . • . �DELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO D :•• • w LITE(S),SIDELITE NOT ATTACHED. • IMPACT • • • ••4.LOOK OPTIONS. I UP TO 8'8": 87• -- -- Ul BMAX A'DOUBLE BORE HANDLE SET Q 36.O(2)INTERIOR FLUSH BOLTSMAX UNIT B.MORTISE LOOKw/TWO(2)INTERIOR FLUSH BOLTS. ILI UNIT E HEIGHT HANDLE SET 34•HEIGHT C C ED 94� C.MHAANDDLLEOSEET @ W95 3n8- 12 MAX, ABOVE88':MAX X XL P PANEL A.MULTIPOINT(5 PT.) g Z PANEL HEIGHT HANDLE SET @ 34" i"i a Q HEIGHT _R S2 84 3/16• 5DESIGN PRESSURE RATING: $ $ > GLASS 11 GLAAn -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND w wDLO SEE DLO GLASS TABLES ASTM E-1300-04. a aNOTE4 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES40•MAX.SINGLE ASTM E-1300-04.DOORWIDTH s s A D 6.ANCHORAGE:THE 331!3%STRESS INCREASE HAS NOT BEEN USED 37 518"MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR °0 a Z FRENCH DOOR PANEL WIDTH SIDELITE ANCHOR CALCUL AD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD �4psu�Ily��i 26 50W GLASS DLO A 1 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE ��@�o"Mc'.�p wi 1 NOTE: NOT REQUIRED. �O"•�•�' F �•,l'��¢ 8112 HINGE SPACINGS ARE 8-112" 97" FROM ENDS AND 20"MAX O.C. &ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS MAX 20" FOR 81"TO 97•UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD.UNIT HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. =340 t STATE OF ��;" 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: �i4�0 •» `•••a`��r 953116- X=OPERABLE SASH,O-FD(ED SASH into , MAX PANEL BJNOTF-41 B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR HEIGHT LOCATION. X� 41812015 843(16" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. GLASS SEVERE WEATHER. FL PE O 58201 DLA 1239 JABARA 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS NORTH FL VE. 34288 81/2" GRADE 2 BY PAMEX AND DELANY. PH.941-380-1574 A 14.MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR D . NON-MULLED UNITS' GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES It ELEVATIONS.-.....1-3 BY' DAM' GLAZING DETAILS............ ..._......_..._....4 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SECTION VEWs.............-.......-...........Sa SINGLE ADE osros/11 BOM......................................_......._...........a 37-5/8"x 95-3/16" EXTRusIONs........._................... .............9 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 B ANCHOR SCHEDULE&NOTES..............10 INSTALLATION DETAILS..................11-12 SIDELITE 33-5/8"x 94-5/8" SHEET 1:35 1 OF 12 • . ... .• ..• .. .. . .. • • •.• • . . • . . • • . . • . . •.. . . • • •.. Cr MAX 15138'MAX UNITWIDTH 36 3MSIDELITE WIDTH MAX FRENCH DOOR WIDTH • • • • • •• •• • WgNDOAN SitbTB�IS • • • • • • • • • •• 1900 SW 44TH AVE ,MAX ••• ••• ••• •i• •i• '•' OCALA FLORIDA 34474 33 37 WWW.CWS.CC PANEL WIDTH PANEL W IDTH sr .. . •• ... .. 8700110/50 PVC MAX ;.: : :. SWING DOOR UNIT . . . . . .. IMPACT HEIGHT • • • • • • • • • •• •94 6V • • • • ••• •• HE0 X X O PANE HEIGHT = a FLUSH HEIGHT O BOLT19 Y W $11 E S UNWME INACTIVE DDOOR g m GLASS PANEL GLASSDLO DLO 0 W 22 518" 28 58" CL o GLASS DLO GLASS DLO R $ FRENCH DOOR W/SIDELITES i o > > O m < Z 115 3x18"MAX UNITWOTH —76311(r MAX UNIT W IDTH ♦ �,.1 :?V, �i 363118"MAX 363/18"MAX 40"MAX SINGLE � SIDELITE WIDTH MAX FRENCHH DOOR WIDTH SIDELITE WIDTH DOOR WIDTH ir NO 58201 } 33 68"MAX 3758"MAX 33 58"MAX 37 518'MAX PANELWIDTH DOORWIDTH PANELWIDTH DOOR WIDTH g t STATE OF Or eT •,O��hh ONA �'� � UNIT MAX HEIGHT HNIT EIGHT94 6V 94 6V 95 3/16" SIDELITE PANEL LUCAS A.TURNER,P.E. SIDELITE X X EIGHT �L` HEIGHT 0 X HEIGHT FL PE#58201 HEIGHT 1239 JABARA AVE. 83 5J8" FLUSH NORTH PORT,FL 34288 SIDEUTE T LIEUTEDOOR 83 sw 843(16" PH.9413801574 ON GLASS 843118"DLL tt 4 P �SEE INACTIVE DOOR JNSOETEE DLOGENERAL NOTES AND ELEVATIONS DRAWN BY. DATE: 22 58" 26 518' 22 58' 26 58' ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO a r. SINGLE DOOR W/SIDELIT'E CWS-641 B FRENCH DOOR w/SIDLITE SHEET 1:35 2 OF 12 •• .. . . • •• .. • • . ..• • • • • ••• 40•MAX.SINGLE 79' H WID 363116'MAX DOOR WIDTH • •.i-- FRF�fC DOR TFC .. auftff 376V MAX 37518'MAX* • • • • •• •• • SIDELITE WIDTHwmoow mmm PANEL WAX PANEL WAX* • • • i • i i•• 33 5J8'MAX 1900 SW 44TH AVE • • • • • • • • • PANEL W IDTH OCALA,FLORIDA 34474 26 6V 26 5/8• ••• •• • 22&W WWW.CWs.Cc GLASS DLO GLASS DLO GLASS DLO NOTE: 7 h2l 2' HINGE SPACINGS • •• I 87=1 a50 PVC 81• FLUSH ARE&1/2•FROM 88 • • • • MUSH 81' SWINGp�R MAX BOT 18'UNIT ENDS AND 21-5/16' UNIT ••• • r 1•• • MAX HEIGHT MAX O.C.UP TO HEIGHT i i i • i - UNIT• HE GHT IMPACT 81•UNIT HEIGHT. 79 3/16• • • • • •• • 78 61T to 7m9 (r PANEL PANEL PANEL X HEIGHT X X HEIGHT 0 a HEIGHT a 875/8• g o GLASS SEE � SEE GLASS Yg w DLO �4 DLO NHOTTE 4 TI DLO L L y 81/2• 0 SINGLE DOOR FRENCH DOOR SIDELITE v o air w d a F W > > O maZ 1513/8•MAX UNIT WIDTH p•`` REQ�4i 112 318'MAX UNITW IDTH �� A w....,T 4 383/16•MAX 79'MAX FRENCH DOOR WIDTH 363/18'MAX. 40'MAX SINGLE ��J ,ry�GENgk;G•Q�yi SIDEJTE WIDTH SIDELITE WIDTH DOOR WIDTH =`J:• sv No 58201 33 518•MAX 37 5/8•MAX 33 618'MAX 37 518•MAX k PANELWIDTH PANELWIDTH PANEL WIDTH PANEL WIDTH vi �— Ty9�'t STATE OF AV MAX BOLT UNIT 881'X FLUSH yyr�tc�$4 O R I��'' UNIT UNIT BOT �yhi�N1Mn�1 0 HEIGHT 796. HEIGHT 79311 SIDS DOOR PANEL 785/8' PANEL x� HEIGHT 0 X X 0 EIGHT SIDELITE, 0 X 0 HEIGHTloamis 87518• 683/18' 883/18• LUCAS A.TURNER,P.E. SIDLITE SL DOOR 67 518' DOOR FL PE#58201 GLASS SIDELITE 1239 JABARA AVE. DLO NOTE 4Lj DLO GLASS DLO NORTH PORT,FL 34288 SHT 1 DLO PH.941380-1574 ::�L SHEET DESCRUnION. 22 S D ASS D 22 5/8' 28 5/8' GENERALELEVATIONS AND GLASS DLO GLASS DLO GLASS DLO GLASS DLO DRAWN BY. DATE: FRENCH DOOR W/SIDELITES SINGLE DOOR W/SIDELITES ADE 09/08/11 UWUt. . CWS-641 B SHEET 1:35 3 OF 12 • . •.• . . . ..• • • ••• • • • • ••• • ••• • • • •• GLASS TYPES • • • • • •• •• • NAX UMT 1NIND0YV SYFnMS • • • • • • • • • •• HEIGHT SIDELITE SINGLE FRENCH• • • • • • • • • 1800 SW 44TH AVE 1'OVERALL • • • • 1'C MALL A A OCALA,FLORIDA 34474 • • • ••• ••• gH�q g W W W.CWS.CC 3/18'TEMPERED 3/18'TEMPERED ur 5/18'AIRSPACE 3/8"AIRSPACE 87MI0/50 PVC •• • • • • • 1/2"LAMINATED •. :.: •: • . 7?I•jr•LAMINATED SWING DOOR 3/18'ANNEALED • • • • • 3Vt8'••ANNEALED IMPACT • • • AM DUPONT.PVB INTERLAYER •• • • • • • • • •• Jlffi SENTRY GLASS TONOPLAST INTERLAYER w .- 3/18'ANNEALED 3/18'ANNEALED v v o SIKA-SIKAFLEX 552 or SIKH-SIKAFLEX 552 or x w .. 11 HENKEL-PURFECTGLAZE'H' t1 HENKEL-PURFECTGLAZE'H' g m Z 3/4'GLASS SITE 3/4'GLASS BITE 86ztu o: maOZ t t •+�`�`4�pRE�?•i4 .--41 No mol y J7 j: STATE dF sem= At.4118(2015 z2 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 D TE: ADE 09/08/11 UWU-r. .. CWS-641 B SHEET 1:1 4 OF 12 •• •• • • • •• •• • • • • • • • • • • • • • • • • • INTERI • wNoow SY Nell AA��////�JII 7 4 w •• i i • • • • 1 7 19W SW 44TH AVE. • • • • • • • • • • OCALA,FLORIDA 34474 • • • ••• ••• • W W W.OWS.CC 1 6a 8700/10/50 PVC '. ;•; ; ;t '. SWING DOOR • • • • •• • IMPACT � o _ m U o to SECTION VIEW B-BCL c ma0 �q�fu�luj�i t yN4 No 58201 z ... 9} r� ALTERNATE 1 ALTERNATE 2 fps STATE OFRl 4,•P .c p:mss.` z� !MORTISE LOCK W/FLUSH BOLT LUCAS A.TURNER,P.E. MULTIPOINT LOCK FL PE#58201 1239 JABARA AVE. 0 NORTH PORT,FL 34288 PH.941-380-1574 14@ SWEET DESCRIPTION* SECTION VIEWS g SINGLE DOOR ITEAAS NOT SHOWN FOR CLARITY: DRAWN BY. TF- 1 10.12,13,15-17,22,43,48,54,57-58 ADE 09/08/11 ITEMoeS NOT USED IN VERSION SHOWN: CWS-641 B SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-63,60,62,65-M 72,76 SHEET 12 5 OF 12 . • ... . . . •.• .. •. . . . .. .• • . . . • . . • . • . . • .•. . . . . ••. • ••• • • • •• �1!/sY8m s . . . • • .. .• . • • • • • • • • • •• 1800 SW 44TH AVE. • • • • • • • • • OCALA,FLORIDA34474 • • • • • • •• ••• •••• •• • W W W.CWS.CC • • 'NiOR 8700/10/50 PVC •• •• ••• •• SWING DOOR IMPACT 7 81 3 1 851 14 i i i i•• i i 1 7 • • • • • • ••• • 1 v v 52 I I I wgm z LPJJ _ _ o0 a o Q MIE $ Z W � a� ow u. a � I 1 4 1 1213 2 1 4 1 18 18 4 yq�r�m a Z o SECTION VIEW C-C �d#@ag•••GE •a4qy�"�i• .•`�Y.� N. 58201 z�9 r Q9�sS STATH OF ��;,_ ry�y ,`�h$4giin n ��* z� LUCAS A.TURNER,P.E. FL PE A 55201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SECTION VIEWS FRENCH DOOR : NOTE:VERTICAL SECTION SIMILAR 17fER4S NOT SHOWN FOR CLARITY: WN BY: DATE TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 ADE 09/08/11 a. . ITEMS NOT USED IN VERSION SHOWN: CWS-641 B 8-9,15-16,25,40,42,4546,48,52-53,58,60,74.76 SHEET 1:2.5 6 OF 12 •. .. . • • .. .. . • . . . . . . . . . • . ... . . . . •.• • • • • • • • • I IOR a 1900 SW 44TH AVE • • • • • • • OCALA,FLORIDA 34474 • • • • • • • • • • • ••• ••• • WWW.CWS.4C 8700/10/50 PVC •• •• ••• •• SWING DOOR . . . . . . . s ••• •• IMPACT • • • • • • • 5 M mQm 19 a a w SECTION VIEW E-E a_ o 5 $ $ Z w w wOD: CL a E ADJOIN NO FACES APPLIED TO 8 1 13Y INSTALLER c maZ INTERIOR .112su 446.�0 #10 HEX WASHER HEAD �yy T.� JOINING DOOR FRAME TO SIDELITE. �;GQ;••�,�CSEWg�;4'}1�+tn�C 8'FROM TOP AND BOTTOM fq No58201 tt7�L 1TMAX.O.C. j*: * .*s oi 9Q't STATE OF = L'` In R%O 1;2�Z 411812015 5 LUCAS A.TURNER,P.E. SEALANT APPLIED TO_ #10-24 x 1-314'TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE 1239 JABARA AVE. BY INSTALLER SEE SHEETS 1 8 3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHM DESCRIlyfM SECTION VIEWS 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY. DAM SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: 1-3,6-15,17-18,2D-21.23-24.26-27,30-39,41,4"6,48-52,54-56,58-61,63-71,74-76 CWS-641 B SHEET 12 7 OF 12 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PARTS LIST PARTS LIST �q REN PART# DESCRIPTION MATERIAL VENDOR ITER PARTS DESCIPTION MATERIAL VENDOR /J }7n( j/nTgy� 1 H-1833 MAN FRAME,HEAD ALUM KEYMARK 5 31 SKET R S BA FOAM HO PRODUCTS �/U4kil7UrW/[/U(! 2 H-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK P-5934 CCREWq#10 X 1-3/4'4FLATiSOUARE TYPE FO HINGE FASTENAL WINIDOWMIVIISM 3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 51 8)E FOAM HO PFIODUCTS 1900 SIN 44TH AVE. 4 H 1860 REINFORCEMENT,VERT. ALUM KEYMARK .P-5957 CREW#90.24 x 1/2%FI U�aut PH,184W O KEEPER FASTENAL WWW.OCALAFLORIDA 34474 5 W1861 REVFORCEMENT,NORM ALUM KEYMARK 158 B RUBBER TEAM WWWAWS.CC 6 1-1878 MAN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FN,BLACK ULTRAFAB 7 1.1880 1MAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X3/4'HEX WASHER HEAD,0 FRAME FASTENAL om/10/50 PVC 8 H-1881 MAINFRAME,SIDELTTE @ DOOR ALUM KEYMARK 58 •4P-w86. SGREVwiB 32)61.1 4'PYbGL MS,SS Q PLUNGER SS FASTENAL SWING DOOR 9 HH-19M MAINFRAME,STDELTTE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S- S ALIGN KEYMARK 10 P-RMS SETITIG BLOCK,1/8X1 X2 FRANKLOWE WroffiWINFORCEMENT5 ALUM KEYMARK IMPACT 11 SIAKFLEX552 or PUR FECT GLAZE'H' SIKH-HENKEL B,WWRWWMALUM KEYMARK 12 P-3503 SCREW#8 X 1/2'PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 3-1816 R ILL,SO)EUrE ALUM KEYMARK 13 P-3511 SCREW 08 x SW SO.PAN TEK a TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK 14 P-3587 SCREW#8 X 1',PH FLAT TEK @ ASTRAGAL,NSERT LOC FASTENAL 64 S 1840 VER,HEAD,ANCHOR ALUM KEYMARK 15 P-3767 SCREW,#10 X 1'HEX HEAD,TEK 0 SIDELRE FASTENAL 65 S-1849 NSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK 16 P-4146 SCREW 1M X3/4 PHIL,FLAT SS TEK Q SIDEU7 E SHIM FASTENAL 66 1 S-1859 ICOVER ASTRAGAL,FD ALUM KEYMARK Y w .. 17 P4278 FUZZY PAD,.200'x 1.250'W/ADHESIVE ULTRAFAB 67 1 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK Q m 18 P-4522 #10 x 1 1/4',PH FLAT,SMS-HINGE Q PANEL FASTENAL 68 1 S-1865 NSERT BACK,BTM ATTACH SILL ALUM KEYMARK y 19 P-4774 WSTP,BULBAEAFS,PANEL AMESBURY 69 5-1915 BASE,SWEEP ALUM KEYMARK Z 20 P-4790 HUSH BOLT,ASSM,TOPBTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK y 21 P-4794 SCREW 1M x 5/8'SO.FLATTEK @ INSERT ATTACH FASTENAL 71 Si PANEL,TOP/BTM RAO,SIDES-DOOR PVC MOKRON g > r25 P2 ALL THREADED RSD ROD MONASTER 72 Ski PANEL TOPBTM RAO SIDES-SO)ELRTE PVC MOKRON , P-4807 HINGE,GLIDE HOPPE 73 S43084 GLAZING BEAD 1 PVC MOKRON a a p4smpm HINGE,SET HOPPE 74 H•1888 RENFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK �+ + P-4814 WSTP,.50X750 FOLDED BULB SEAL,0 SIDELITE AMESBURY 75 GLASS SEE SHEET 4 p P-4863 LOCK STROKE PLATE PADDOCK 76 H-1862 REINFORCEMENT,VERT. ALUM KEYMARK >P 4864 RI NVO STROKE PLATE PADDOCK 77 P-4887 MORTISE LOCK P-4866 GUM,TIE ROD NYLON M&M m a z 29 P-Wl TIE ROD BRACKET ZAP SULLIVAN 30 P4886 SHOOT BOLT,,TOP PADDOCK ��,` w• ��4 31 P4888 SHOOT BOLT,BOTTOM PADDOCK �� .•�OEWg•GHQ�i� 32 P-4851 LOCKBAR,INACTIVE,8 FT PADDOCK MULTI-POINT, � 68201 p 32 P�t884 LOCKBAR MULTI-PONT,SPT 8 FT PADDOCK :FT*y' 32 P-4901 LOCK13A * ?*CMULTI-POINT,4PT,98 FT PADDOCK 32 P-4902 LOCKBAR,INACTIVE,68 FT PADDOCK :'6 33 P-4903 HANDLE SET',ACTIVE PADDOCK �9STATE OF ��;_ R38 P-49M HANDLE SET,NACTNE PADDOCK35 P-4913 WSTP,.50= 4i��•.'Oh G�••Md ti'a�� PaI917 CAP,ASTRAGAL FOLDED SEAL,@DOOR SIDE NYLON SCSI KIEL ni ,�� P-4918 GLIDE,FU1SH BOLT,INACTIVE PNL M&M yz P-4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL P-4926 SHIM,SNELRE,DOOR SHIPPING BLOCK NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED LUCAS PE 1 P.E. 41 P-4927 GUO�,FLUSH BOLT NYLON M&M 42 P-49M SCREW,#10 X 1-1/4'HEX HEAD TEK @ SIDELTTE ATTACH FASTENAL 1239 JABARA AVE. 43 P-4933 NUT,3/8'-16 FLANGED W/SERRATED LIP,SS,®PANEL MCMASTER NORTH PORT,FL 34288 44 P-4934 SCREW,#12.24 X 1/2',PH FLAT,MS,@ HINGE FASTENAL PH.941-360-1574 45 P 4936 DOOR KNOB,ALINE PANEL DELANY 0 46 P-4937 DEADBOLT,ACTIVE PANEL DELANY BOM 47 84968 SCREW,#10 X2'REINF.ATTACH. FASTENAL 48 P-4997 STROKE,DEADBOLT PADDOCKNRW—NW- DATE: 49P-6127 SCREW,#12 X2',PH PAN,SMS,ANCHOR FASTENAL 50 P-5130 GASKET DOOR BILL,FRONT FOAM HO PRODUCTS ADE 09/08/11 'ALTERNATE APPROVED LOCKSETS: CWS-841 B PAMEX GR ADE 2 LOCKSET AND DEADBOLT SHEET 1:1 8 OF 12 . • •.. . • . •.. • . • . • . . . . . . • .•• . • . • ... �49116•� —1 3W— '• '�i� • : •• ••-27/16•--�{ I 1900 SW 44TH AVE 1 711 8' 1 1 • 2 13118' 0 1/18• p} p OCALA,FLORIDA 34474 1/18• ••• • •� LU�1n8' wwW.CwS.CC THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 45116• 8700/10/50 PVC 5112• •• • • • •• ••• •• • • • • SWING DOOR • . :1: : :.' 21/4• IMPACT —49/1(r • • • • s • • • 1!4' 5l16• • • • • • ••• •� 81 3/g• r � r 1 1118• g 1118' o i_ 1118' REINFORCEMENT-1857 FRAME COVER-180FILLER-17848 a r�9• Y W DOOR SILL-1878 PVC DOOR PANEL-6083 25/8' 23/8•—+{ g m rl 11116• g O �49n8'� 1112• 3 Z�- 1118• —tI PVC GLAZING BEAD-6084 Z w a SIDEUTE COVER-1818 5 nw °QED 7 4 5118' � 19118• U 1118• 215/16• L� 1 15J18• DOOR JAMB-1880 314• L 1116• tuu DRIP CAP-1817 `•4�4• REW!I,, 49/18• REWFORCEMENT-1881 REINFORCEMENT-1858g.•'�GENg'�('�'Q�i,,i BASE SWEEP-1915 J j�' F•:' �L „z• •-I *: No saw►, 6 - 2112' � 19/18• 9� BTATE QR s�+ rO,p..tr 1116• a 13/+ 1118'8' 13/1 1116' �,� jyh1V A' 21518• � ' ,(I,— 1118• 215118' 1116• DRIP COVER-1916 S6)ELITE-1881 INSERT,BACK-1865 ZZ 41110-015 LUCAS A.TURNER,P.E. —42(16" REBVFORCEMENT-1860 REINFORCEMENT-1862 FL PE tt 1239 JABARA A RA AVE. NORTH PORT,FL 34288 L9 —�� 8118'x.{ PH.941-38D-1 574 21118• 1314•-�{ —I I D : � I 11 1/6• v18• 1_ Ing• EXTRUSIONS r ,ne• 1/8• INSERT,FRONT-1864 WN DA SIDEUTE-1900 ADE 09/08/11 INSERT,INACTIVE PNL-1849 .. ASTRAGALCOVER-1859 CWS-641 B SHEET NOTE:ALL EXTRUSIONS ARE 6063-76 ALUMINUM 1:2 9 OF 12 • • • • • • • • • • • • ••• • • • • ••• ? • ••• • • • •• a0te • • • • • •• •• • WINDO0 W mmm ANCHOR @ MIDSPAN(TYP.) 4"cryp') i •• • • • •• 19W SW 44TH AVE. W MAX.(TYP.) r4• ) ANCHORQ 17SPAN(TYP. • • • • OCALA,FLORIDA 34474 8•MAX.(TYP.)� I 8•MAX � -•�{ 4'•(t11P.) • WWW.CWS.CC . 1 r(fYP.)WVOOD/METAL e"MAX.((TYI -I a•(TYP r(fYP.>`Wo00/METAL . 11 8700/10/50 PVC SEE NOTE 2 •• SEE NOTE 2 SWING DOOR •• : : :• IMPACT 17• 1r MAX MAX.O.C. ANCHOR TIO(TYN ANCHOR O.C.MP) —INSTALLATION v a O X O O X X O $ 5 � gm z o a_ o_ !A pw qw O SIDEUTE DOOR SIDEUTE SIDELITE DOOR DOOR SIDEUTE Q a V ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) ? ? o maZ •CIRCLED ANCHOR LOCATIONS RIXIM ONLY IN WOOD AND METAL INSTALLATIONS.DO NOT INSTALL THS ANCHORS ORO MASONRY. �•a40►au� •.i �d'e?•.•��oetu F4��y. tit NOTES: 9}:6TATE OR �� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. i��h O R tO4�'"��a�� 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACKTO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/18"IS PRESENT. LOAD BEARING SHIMS ,,,•'$yHtlA MN` SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT MALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET 11. 4118=15 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. 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 NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-360-1574 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 D ANCHOR SCHEDULE AND INSTALLATIONS 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 CENTER-170-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4•FOR MASONRY.2-3/18•FOR HINGES(ALL SUBSTRATES).1•FOR WOOD AND METAL. DRAM BY, DA • 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 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEt,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CVIS-841 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 2D0(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMAIAAMNWDMA 300(EXTERIOR DOORS) 1:8 10 OF 12 . . ... . . . ... .• .. • • . .. .• . . . • • . . • . • . . . ... . . . . ... TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 1/4"MAX.SHIM (�I17UrtS!/[/Uli • • • •• STAi • • •• •• • MIN.EMBEDMENTvaNwo mnmffl • • • • • • • • • •• SEE TABLE 1 1900 SW 44TH AVE • • • i i i i CONTIN U%DBLPBRIM11CrER AB DS OF T ALL DSEALANT SA OCALA FLORIDA 34474 SUBSTRATE BY OTHERS • • ••• POI?MtETWEEN FRAME AND SUBSTRATE WWW.CWS.CC SEE TABLE 1 MIN.ElMBEDMENT BY INSTALLER. IN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 • •• 000 •• 8700/10/50 PVC • • • • • • • • • INSTALLATION ANCHOR SWING DOOR • •••• • • • • •• • SEE TABLE 1 IMPACT PERIMETER SEALANT 1/4" 'w•s4m: : :•• BY INSTALLER •• • • • • • 000 •• INSIDE AND OUT us INTERIORHINa � o CONT04OLIS DBL 1/4"BEADS OF SEALANT INSTALLATION ANCHOR SEE TABLE 1 ANCHOR Y w .. AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 SEE Tg POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. HINGE MIN.EDGE DIST. SEE TABLE 1 Z i S2 PERIMETER SEALANT BY INSTALLER N z w PERIMETER SEALANT INSIDE AND OUT SENT ABBLLEE EMBEDMENT °,� E CC BY INSTALLER SUBSTRATE BY OTHERS m INSIDE AND OUT SEE TABLE 1 B HORIZONTAL SECTION 11 TYPICAL JAMB/HINGE ANCHORAGE c MIN EMBEDMENT m 6 OZ SEE TABLE 1 SUBSTRATE BY OTHERS •N�gw�lu4hi SEE TABLE 1 N. 582x1 39� MIN.EDGE DIST. 213116" 81/2"(TYP.) ?*� *! ANCHORSTHRU A RTICAL VESECTION SEE TABLE 1 HINGE(TYP.) " p * S 11 TYPICAL SILL ANCHORAGE r 9� STATB OR a � Ft IBSTRATE TYPE TABLE 1:APP ANCHOR�ON FASTENERS MK f MIN.®OE DIST. CRETE 285 KSI MIN. 1/4"ELCO ULTRAOON 1-314" 2-112" HOLLOW OR GROUT-FILLED CMU(ASTM G90) 1/4"ELCO ULIRACON 1-1/4' 2-1/2' 21 y16"MAX2X MW SOUTHERN PINE(00.55) V4"ELCO ULTRACON 1-318" 7B" SEE NOTE LUCAS A.TURNER,P.E. 2X MIN SOUTHERN PW(00.55) 912 WOOD SCREW 1-3/8" 7/8" FL PE 858201 16 GAUGE(0.060 MIN. 912-14 HILTI KWIC-FLE)(OR ITW FULLTHREAD 1/2" 1238 JABARA AVE STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' NOTE: NORTH PORT,FL 34288 1/8"ALUM.(806345 MIN.)OR 912 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 SHEETD HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3116"ELOO ULTRACON 1-31e 2-1/r 21-5/16"MAX.O.C.FOR UP TO 81"UNIT HEIGHT. INSTALLATION DETAILS 20" MAX.O.C.FOR OVER 81*UNIT HEIGHT. DOOR HINGE ANCHORS WTO HOLLOW OR GROUT FILLED 3/16"ELCO ULTRACON 11/4° 2-1/2" CMU TM C-80 HNGE ANCHORS INTO 2XMIN.SOUTHERN wra�: PINE �0. 910 WOOD SCREW 1,9/S' 7/S" ADE 09/08/11 HINGE ANCHORS NTD 16 GAUGE(0.06(')MIN. 910-16 HILTI KWU4FLEXOR IIW FULL THREAD .: STEEL STUD KSI YIELD M TEKS SELF-DRUM SCREW THRU 0.060" 1/2" HINGE LAYOUT CWS-641 B HINGE ANCHORS 1/8"ALUM.(6083-T5 MN.)OR 910 GRADE 5 SELF-TAPPM/ FULL THREAD 1 1:30 SHEET 1/8"STEEL KSI MIN DRILLING SCREW THRU 0.125" 1 11 OF 12 . . ... . . . ... •• .. . . . .. .. . . . . . • . . • . • . • .•. . . . . ... TYPICAL HEAD ANCHORAGE •• ••• 1/4MAX SHIM • ••• • • ••• MIN.EMBEDMENTwiffimm E�^��SIj • •• SEE TABLE 1,BHT 11 1800 SW 44TH AVE. • • CONWXXA DBL 1/4•BEADS OF SEALANT • • • • • • • Rp�p�p� R AT ALL INDICATED C>CALA FLORIDA 34474 SUBSTRATE BY OTHERS • • ••• POIIO 15'BETVOE�EN�FRAME AND SUBSTRATE W W W.CWS.CC SEE TABLE 1,BHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1,BHT 11 SEE TABLE 1,BHT 11 8700/10/50 PVC • ' '• ''• •• SWING DOOR • • • • • • • • • p,ST��ANCHOR IMPACT • ••• • • • • •• • SEE TABLE 1,BHT 11 OF PERIMETER SEALANTEnr— 1/4'M4 S$IM: : i i•• i i BY INSTALLER •• • • • • • ••• •• INSIDE AND OUT INTERIOR CONTINOUS DBL 1/4•BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1.BHT 11 BY INSTALLER. Z U O v _o to IMETER SEALANT PERIMETER AND OUT BY INSTALLER O¢ BYYIINSTALLER SUBSTRATE BY OTHERS a INSIDE AND OUT SEE TABLE 1,BHT 11 / Ir / [)�HORIZONTAL SECTION o c MIN.EMBEDMENT 12 TYPICAL JAMB 1 HINGE ANCHORAGE > > O SUBSTRATE BY OTHERS SEE TABLE 1,BHT i t 1+12`1 QZ SEE TABLE 1,BHT 11 �iµ�w.retv�i MIN.EDGE DIST. •QIP,••v F•y$�i � � SEE TABLE 1,BHT 11 / 3•' Np1 t,`�p i c \VERTICAL SECTION 12 TYPICAL SILL ANCHORAGE �.p * 5 4; p9: BTATE OF buic 14 on z7. LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1674 SHMDESCRPTION: INSTALLATION DETAILS SIDELITE DRAWN BY, DATE: ADE 09/08/11 bwur. . CWS-641 B SHEET 1:2 12 OF 12 t 8/5/2015 Florida Building Code Online am Home I we In I User RegMn tron ( M Topks I submit surcharge stars a ftcts I P'Mcoom { Fac seen I ear s"Map I unim I search I Bus1nes Protessi I P "ct Approval useR:Public User ReA * n Product Approval Menu>Product or Appiicatiai Search>ADWICatton USt>AppOCUUM Detaa h,. FL# FL9520-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 •••••• (352)368-6922 • • •••• •••••• ekoss@cws.cc •• • • • • ••6••• 00000 •0006• • Authorized Signature Koss Erin • 6••• • :••••: ekoss@cws.cc •••• •••0 • • 6 • 0 6 0000 0000 60•00 Technical Representative Erin Koss 00:0*: • • ••••• •••6•• Address/Phone/Emall 1900 SW 44th Ave. •• •• • •••••• Ocala,FL 34474 :60:0: • •6 (352)368-6922 Ext 291 • • • • • 0000•• ekoss@cws.cc 000000 • • • • • 00 0 Quality Assurance Representative Jay Lathrop •00:04, • Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Immmmummill Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G5 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 04/10/2016 Validated By Steven M.Urlch,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R5 COI EvalRep CWS-836A f In Mutt,IMP).ndf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By httpa://www flondabmlding org/pr/pr_app_dtlAspx?patam=wGEVXQwtDgvIHvmuJRWcZl2gTuypublNNDyVOm%2f15Ks%3d 1/2 f 8/5/2015 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products rEvaluation Model,Number or Name Description 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACi) Limitsf use Installation Instructions ed for use in HVHZ:Yes FI 9520 R5 H CWS-836A( in Mull,IMP).odf ed for use outside HVHZ:Yes Vadfled By:Lucas A.Turner 58201 Resistant:Yes Created by Independent Third Party:Yes Pressure:WA Evaluation Reports 0000 Large Missile Impact;See Installation Instructions and - ••• • n Report for complete list of Limitations and Creates by Independent ird Barky:Yes s of Use. • • • • 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,HolieeZi.8r Vertical,Flt*&Flange• • applications.(IMPACT) 0000 0000 i' • i Limits of Use Installation Instructions •••• •••• of*** Approved for use In HVHZ:Yes Fn9520 R5 II CWS-837A1dAn&M ll.IMP),W • •0;. ' Approved for use outside HVHZ:Yes Verified By:Lucas A.Turnggr',98 Q! 0'''•' •••• • Impact Resistant:Yes Created by Independent Tfiird arty:Yes Design Pressure:N/A Evaluation Reports **0000 • • Other:Large Missile Impact;See Installation Instructions and FI 9570 R5 AE EvalReo G&S-9371A l4 in Mull.IMP).odf •••••• Evaluation Report for complete list of Limitations and Created by Independent TbirdPn ty:Yes:•"'• 0 Conditions of Use. • • • Veal.: 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&VerlIA1,A&Flange • applications. (IMPACT) Limits of Use installation Instructions Approved for use in HVHZ:Yes FL9520 R5 II CWS-838A(5.5 in Mull.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions and FI 9520 R5 AE EvalRen CWS-838A(5.5 In Mull.IMP).Ddf Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. ® Next Contact Us::1940 Nath Monroe Street.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AAJMD employer.Camlaht 2007-2013 State of Florida.::Privacy Statement::Acwsslbllity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,Please contact 850.497.1395.*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 K 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 JIM. Product Approval Accepts: M is HE M a https://www.floridabWding.org/pr/pr_app_dtlAspx?pa=--wGEVXQwtDgvlHvmuiRWc212gTuypubINNDyVOm%2fl5Ks%3d 2/2 3" PVC MULL BAR - LARGE NG I SS LL E IMPACT GENERAL NOTES:PACT •'0 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH wq,�p�/�t SHOWN W/DIFFERENT OPI:Dt f • • • •• •• • THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH • • • i i i i i VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE • 0 0 :D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 • • • ••• ••• • WWW.CWS.CC 2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3n PVC — • • •• •.• •• (REFER TO SHEETS 2-3) MULL BAR • i i i i•: i • 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT r � DESIGN OF THIS PRODUCT.SEE SHEETS 9.10 FOR ANCHOR DETAILS.W INDLOAD O •• • • • • ••• •• DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. y j S.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER ANCHOR CUP — CUP Fp- DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y ANCHOR A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT m 8 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE to APPROVAL O 8 O O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY Z W REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w O tr BUILDING OWNER OR CONTRACTOR. c 9.SINGLE UNITS TO BE MULLED ARE NOT UNITED TO THOSE SHOWN IN THIS DRAWING.SINGLE UNITS TO BE CUSTOM WINDOW SYSTEMS,INC.ANMULLED Ml STT BEMADEOUT OF VER MUST BE INYL PVC OR BY X X X EXTRUDED ALUMINUM. Zi 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. G F E D ANCHORCUP O,�•��GEdVg��.L �i�+ 10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. J V VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. +�; NO 58201 t % EXAMPLE HORVJ.VERT.MULLION SS FOR SECTION VIEW ONLY "` t STATE tai ANCHOAcuP OF 4/2 X15 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38D-1574 X X . TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............I DP CHARTS................................................2-3 ADE 09/27/12 BOM&EXTRUSIONS..................................A ANCHOR CUP EXTRUSIONS.................................................5 DWG a. .: SECTION VIEWS.........................................6.7 EXAMPLE VERTICAL MULLION FOR CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY CWS 836 A INSTALLATION DETAILS..................._....9-10 SHEET 1:25 1 OF 10 . . .•• . . . ... Design Pressure Chart(PSF)for NON-INTERSECTED ImpactPVC 3"Mullion H-1758,with 1522 dips using tour(4)#10 Screws IntoWOOD or METAL.or 3/18'rrW Tapoons or ELCO ULTRACONS Into SO-ID CONCRETE �q !�/ y or WOOD per each end of mullion.HOLLOW or GROUT FILLED BLOCK require 1/4"ELCO UL S. .. // p/�A�W!/[/[/+ OPENINfS SEE .) . •• •• • �/�ltl nmffl 39 45 51 57 63 69 753/8 61 87. • 93s 0 • 1 3/8 4 0120 125 132 136 1453/8 YIf9 SW 44 H AVE. 1900 SW 44TH AVE. 37-1 80.0 80.0 80.0 80.0 80.0 80.0 SD.O 80.000. 800 • 80.0 IA .0 80.0 80.0 80.0 80.0 OCA ,FLORIDA 34474 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80. 80.0 80.0 80.0 60.0 80.0 80.0 WWWCWS•CC R6865.01 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 81110 80.0 80.0 80.0 80.0 80.0 65.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 0 80.0 80.0 80.0 65.0 65.0 65.0 T PVC 113 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 • •eo.o• .0 65.0 65.0 65.0 MULL BAR 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 6 6 .74 i2.0 •65.0 65.0 ' �.,_ 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6510 e65 4 65.0IMPACT 65.0 65.065.0 65.0 65.0 85.0 65.0 65.5--XV-4. 65.0. 93 72 1 65.0 1 65.0 65.0 65.0 65.0 1 55.0 65.0 1 64.9 61.7 58.1 56.9 53.7 DP CHART IS FOR: Q NON-INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): o 1522 CUPS Y -(4)#10 SCREWS INTO WOOD or METAL + -(4)3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD N -(4) 114'ELOO ULTRACONS INTO HOLLOW or GROUTFILLED BLOCK 6 --------------------------------------------------------------------- e S2 � oI Design Pressure Chart(PSF)for NON-INTERSECTED impact PVC 3'Mullion H-1758,with 1776 dips with six(8)#10 Screws into WOOD or METAL or 3/16'ITW Tapoons or ELCO ULTRACONS Into SOLID CONCRETE or 2 WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. c a_ OPENING SIZE 0 '(' cc 39 46 51 57 83 69 75 318 81 87 93 99 107 3/8 114 120 128 132 138 145 318 0 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 c c 423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 Q O 483/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 80*0 66,0 z 531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 8D.0 65.0 65.0 650 %� H' �+� 57 80.0 S0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 * 63 80.0 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 J 65 1 65.0 65.0 65.0 1 65.0 1 65.0 1 65.0 65.0 65.0 B5.0 65.0 65.0 65.0 65.0 ? a r r No &W • 68 1 65M 65.0 1 65.0 1 65.0 1 65.0 1 65.0 65.0 65.0 65.0 65.0 1 65.0 1 65.0 72 1 65.0 65.0 65.0 65.0 65.0 1 65.0 1 65.0 64.9 61.7 59.1 56.9 1 53.7 , , *= S�o} ft;T ,R •r'�t� STATE CIF 40-0 DP CHART IS FOR: 'i�0 ,.0 4 @i0 NON-INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): 1No1 HE MULL BAR IN FOCUS FOR ANY GIVEN ,��h��OlVA1V AO;,,` 1776 CUPS CONFIGURATION IS SHOWN IN BOLD. hp�01tAs��t,� -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL a -(6)3/16'1TW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES) X -(6) 114'ELOO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK THROUGH THE USE MULL BAR CLIPS.AN 4/27/2015 INTERSECTED MULL BAR AR W ILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A TURNER,P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. TWIN TRIPLE TVERTICALMRANSOM ERTWIN TRAtJMCALMSOM MULLION NORTH PORT,FL 34288 V MULLION VERTICAL MUWON VERTICAL.MUI.IJ�t VERTICAL MIIWON TWIN TRRE TwmnRwnm PH.941-380-1574 HORIZ MAL MULLION HORROWALM IJUJON HORIZONTAL M ULUM SHMI • DP CHARTS OP MULLS NON-INTERSECTED N Lg ADE 09/27/12 L L I I t II II L L I 70- CWS-836 A ham- OPENING SIZE- OPENING SIZE OPENING SIZE� +1 OPENING SIZE Fes- -MULL LENGTH MULL LENGTH --I MULLLENGTH I- SHEET 1:1 2 OF 10 . •/e . . . •e• • • ee. .:0 e • • Design Pressure Chart(PSF)for INTERSECTED hnpact PVC 3"Mullion H-1758,with 1522 dips using tour(4)810 Screws into WOOD or METAL or 3/18"ITWTapoons Into SOLID CONCRETE or WOOD,or 1776 caps with six(6)810 Screws into WOOD or METAL or 3/16"ITW Tapoons into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROU-FIU-ED QLOCK require 1/4"ELCO ULTRACONS. OPENINQ SIZE • • •• • wmawminimm 39 45 51 57 63 69 753/8 81 87 093 • 110 8 114 •1 126 132 138 145 318 1900 SW 44TH AVE. 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 A 50.0 • • -GO-.0 50.0 50.0 50.0 50.0 OCAIA,FLORIDA 34474 7c' 423/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 •50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 W W W'CWS'CC 48 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 531/6 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 mo 50.0 50.0 50.0 50.0 50.0 3"PVC 57 50.0 50.0 50.0 50.0 50.0 5D.0 50.0 50.0 50.0 5w .o . e 0 • 50.0 50.0 50.0 50.0 48.1 MULL BAR 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 .4ss.o• •se .0 450.0 49 4 47.3 IMPACT 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0' 0 e • .49.8 147.6 72 50.0 1 50.0 5D.0 50.0 1 50.0 1 50.0 50.0 1 50.0 50.0 I F" •55.0 .4 -_ 75 375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 DP CHART IS FOR: e INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): Y .. 1522 CUPS m -(4)810 SCREWS INTO WOOD or METAL ca -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FIU ED BLOCK O a rn 1767 CUPS w -(6)810 SCREWS INTO WOOD or METAL w cc -(6)3/16,ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD ° a -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK aC � o aZ _21 RE TWIN/TRIPLE HORIZONTAL MULLION VERTICALMULLION ,r No 58209"all _* 2 TWIN ISINGLEIOR �'i�Q.l►4,A p ,�.. ?$ -- -- O I NPLE1 ITS LI I (BELOW I -OPENM SIZE --�1 L 1`-- MULL LENGTH-+( LUCAS A.TURNER,P.E. FL PE 8 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEETDESOR . NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL RAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12 THROUGH THE USE OF MULL BAR CUPS.AN $ INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A 3.NON-INTERSECTED MULL BARS CAN BE ATTACHEDSHEEEET TO THE SUBSTRATE AND OTHER MULL BARS, 1;1 3 10 ITEM PART# DESCIRIPTLON 'T'MULLBAR CUP 1"MULLBAR CUP I H-1756 1 318'x 3'MULLION TUBE UNE ITEMS NOT USED: OPENING 1 (F 1767 XXX) 2 #10 OR#12 HEXWASHER HEAD TEK SCREW`(see rotealaw) 5.6,12 ••• • • JIFRAME�TjYWPE Wti(il►Yl(�3 #10 x 1 1W,PANHEAD PHILIPS Z • . e *j wN30wmTmm GE lm NEW F-1522-013 F-1767-001 4 #10FLATWASHER • ' • RETRO F-1522-008F-1767-WI 1900 SW 44TH AVE. 7 S 1897 MUU�N CLIP • • • • e •i• • • NEW F-15P2-013 F-1767-004(L&R) OCALA,FLORIDA 34474 8 SEALANT • • FN RETRO F-1522-013 F-1767-004(L&R) WWW'CWS'CC 9 5-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-M 10 S-1896 FLANGE ADAPTER •�X 11 5.6018 MULLION INTERIOR COVER •• • • • •e • RETRO F-1522-006 F-1767-001 ��PVC 13 P-3486 MULL BAR CAP '. :.: : : • • •• '. MULL BAR 14 F-1522-013 3'SLOTTED NEW CONTRUCT)ON FIN MULL CUP : IMPACT15 F-1572-006 3'SLOTTED T-CLIP a e' '•• i • *09 •• 16 F-1767-M L-ANGLE 3-MULL CLIP,STANDARD 17 F-1797.004L L-ANGLE 3'MULL CLIP,FN,LEFT a 1S F-1767-0048 L-ANGLE 3'MULL CUP,FN,RIGHT 19 #10 HEX WASHER HEAD TEK SCREW c 20 #10 FH TEK SCREW Y USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED N WINDOW UNIT APPROVAL DOCUMENT co O Ins• �t 3ra1tIr— t 7ne- 17n0•� N I > t, 11/4!' t 12' B' tns• ,N13n8" 113(16" tn8" DRIP CAP S 1896 1 11 15n89 1 13/18• �y1g� MULLION INTERIOR Q COVE518 FLANGE ADAPTER S-18961 R450 27110' 11lts' I,7/8"1 < z T- 41ff � �;s'} , 1 are' °,d•` RFs 4 . TOP VO VV 27118' 18' Sti Q: r 213116' 1/B' 2 tns• F� I s ' f� sTATB OF ray Lu 7 1314' TMULLBAR H-1788 13IflW tre' 23118" LI n +� MULLION CLIP S•1897 IL ,fir 1 5 a7A1' 4/27=1 � 2 11CLUCAS A.TURNER,P.E. F 1522 6 FLPE# tfe. RETRO/FLANGE CUP 1239 JABARA RA AVE.A NORTH PORT,FL 34288 PH.941-380-1574 4718' SHEET DESCRPTION: / F-1522-013 /I NEW CONSTRUCTION!FN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK —i< TO REMOVE FN FOR FRAME DRAWN BY. DATE: ATTACHEMENT TO MULL BAR ADE 09/27/12 DETAIL A TYP.FN FRAME 3:1 �' CWS-836 A NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 1:2 4 OF 10 FRAME TYPE OPENING MULLBAR CUP "L"MULLBAR CLIP (F-1622-XXX) (F-1787-XXX) • ••• • •i I • Ft*W NEW F-1522-013 F-1767-001 pow a • •• • i i i • • • RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. i•i ••• ••• •i• •• NEW F-1522-013 F-1767-004(L&R) OOCWAI A�ORRIIDA 34474 RETRO F-1522-013 F-1767-00"R) NEW NOT RECOMMENDED F•1767.001 .. . . . .. j�. ••�x RETRO F-1522-006F-1767-001 r PVC • • • • • • I� MULL BAR '. :': : : :•' c' • IMPACT I a � I � c t Y I u�l m �23�4 2 1/4" co ¢ OW cc 15w (23/49 2711V a I o I a 7118"THRU(TYP) 1/4'. (TYP) 1/z' a Z OUTSIDE not Wr3/8" I fi�:' N. 58201 N*i 158' t23/a9 15/8 I : t STATE OF ;,trrr 3. Wfi oft 10,0 ifir on x� U2' 12" I a 7/8' 4)172015 LUCAS A.TURNER,P.E. 23/4' 2 We I 9.'ANGLE 3'STANDARD MULL CLIP-F-1767-001 FL PE#58201 5• I 1239 JABARA AVE NORTH PORT,FL 34288 9-"ANGLE 7 MULL CUP,FIN(LEF I)F 4787-OD4L V ANGLE 3'MULL CUP,FIN(RIGHT)F-1767-004R i PH.941-380-1574 OUTSIDE I EXTRUSIONS I I ADE 0927112 CWS-836 A I ISCAM SHEET 1:2 5 OF 10 • • • • ••• zem (((( •••• •0 • •••• t •. . l Wmaw YI! S • : 190SW44THAVE. • • • • OCALA FLORIDA 34474 . WWW.CWS.00 1 • I 3"PVC SEAL. I SEAL BEHUVOrLANGE ;•; ; : :I•' *0 •PLY ALONG FULL MULL BAR PRIOR TOnTnTACHWGE I TO MULUON PRIOR TO ATTACHING • • • • •I • NDOWFRAME 2 IMPACT TO MULUON 2 I i 2• • �) • OR TO ATTACHINGCOVER 9 1 9 I 1 1 I I 11 I 11 11 � �tl 11 I FN MUST BE REMOVED I Q WHERE WINDOWS I CONNECT TO MULL I } i I m rn I I ORIZONTAL MULL BAR SECTION to D= A HORIZONTALMULL BAR SEC I A HORIZONTAL L AR E:TION I e BOX FRAME W INDOW °' a 9 FLANGE FRAME WINDOW ( e FIN FRAME WINDOW I o 2 I I a 0 -------------------1-----------------------J--------------------------- QZ I I 11 1 2 11 1 PRIOR2LENGTH OF MULLBAR t FULL .� REW G��i• 1 I ADAPTOR S��G�p�tC ENyQ�., +ii a:� No 58201 S FIN MUST BE I WHERE WWIX�NS I 1 �9Q BTAT£ OF F + CONNECT TO MULLTBEBiND __ i 9 0 '''�,�� 'tj2l•C � p�a9jQ)MAti.'Et1► I I DETAIL A Z 4/27/2015 SEAL FLANGE SEAL BEHIND FLANGE 1 (SEE DETAIL B) I PRIOR G 1 (SEE DETAIL B) I LUCAS A.TURNER,P.E. PRIOR TO ATTACHING I TO MULUON I APPLY SEALANT ALONG FULL FL PE#58201 TO MULUON I I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288 B V RTICA MULL BAR SECTIONI n VERTICAL MULL BAR SECTION I ADAPTOR 1 PH.941-380-1574 6 FLANGE FRAME WINDOW i 8 FIN FRAME WINDOWi DE : SECTION VIEWS MULLS I I ADE 09/27/12 1 ( 1 CWS-836 A I I DETAIL B SCALE ( ISHEET 12 6 OF 10 . . ••.• ••. . . ••• •. •. .. .. . • . • • . • • . . . • • .0 00 0 0 0: 0 00 wma3ow mromqa O O O i i •O i i i • i i•• 1900 Sw 44TH AVE • • • • • • • • • OCAIA,FLORIDA 34474 • A • • • ••• ••• • WWW.CWSCC ----- AII37'PVC AR ti� T 1 rr o •• . .. ••. 000 fr • • •• •• I�' It IMPACT • • .• . • rf 1 • • • • • • • • 1 �= 4 r� •. • . . .•• •• r (1 � a4 � O TOP VIEW SECTION VIEW A-A z FIN FRAME 9 v Hn CL O� a a 2 � V*MULLSAR(H-1790) (SEE SEPARATE APPROVAL FOR 2 4 MULLBARAPPROPRAR(H 1789) APPROPRIATE DP CHARTS) ATE DPP CHARTS)FOR 2 d Z tali 9 9 9 � ,•yti08Ng1�., •�4 3No SEENOTEI 7 1t/18'MAX EDGE DISTANCE t1n�MAXEDGEDLSTANCE 1.01 SEE NOTE 1 7 ]11167 MAX EDGE DISTANCE l SEE NOTE 1 7 l � ��•$TAU OF 1 �y 70dtALE'�� 1 SEE NOTES 1&2 1 1 SEE NOTES 1&2 �+Mliata 1 1 SEE RTES 1&2 SEE NOTE 4 (1 EAJCUP) SEE NOTE 4 (1 EAJCUP) SEE NOTE 4 Z✓� (1 EAJCLIP) 4/2712015 6'HORIZ TO 31 VERT.MU�LLBAR SECTION C HORIZ TO T VERT.MULLBAR SECTION K HO t TO 3'VERT.MUU BAR SECTION LUCAS A TURNER,P.E. FL PE#58201 1239 JABARA AVE. NOTES: NORTH PORT,FL 34288 PH.941-380-1574 1.SLIDE CUP INTO LOCATION AND SECURE WITH TEEMS 19(OTY 1)AND 20(OTY 1),AS SHEET D . SHOWN ABOVE 2.PRE-ORI U ED HOLES(THRU W CUP 1897),BY THE INSTALLER, MULL INTERSECTION TIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE OF 81321 AND A MINIMUM CENTER TO CENTER SPACING OF 1/2. D . 3 THE ABOVE SECTIONS APPLY TO ALL MUU.BAR-TO-MUUSAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION(Le,HORIZONTAL OR VERTICAL).THE FULL LENGTH .. MULL MUST BE THE SAME DEPTH,OR GREATER.THAN THE INTERSECTING MULL CWS-836 A 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEET CUP.PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7 OF 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... NOTES: 1.THE MULL BAR N FOCUS FOR ANY GIVEN 'TWIN TRIPLE TRANSOM O I�•• OVER VJ LE •• AN INTERSECTED IS SHOWN N BOLD. VERTICAL.MULLION VERTICAL MULLION VERTICAL • • i W i• 2 AN INTERSECTED MULL BAR HAS OTHER MULL WMIDCW SYSTEMS • THROUGH ATTACHED TO F(SHOWN IN DASHES) OCA A, 44TH AVE. i i • i i • • • THROUGH THE USE OF MULL BAR CUPS.AN OCA(-A,FLORIDA 34474 • • ••• 000 • INTERSECTED MULL BAR WILL ALWAYS BE W W W.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. T 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC ••• i •• i • i • •• � •• MULLBAR L L • • � . . IMPACT . 0-1 I tt 1 LI L I 'o 1tl F+—OPH�JCi BIZE—+I --� OPENING SIZE OPENING SIZE OPTNNG SIZE O 0}D TWIN TRIPLE N TWINnRlPLE HORIZONTAL MULLION to TAL MU ZO HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION VEITICAL MULLION I W L OPENING -- -- a (SINGLE( Fa INOR I U a b L -- -- O I UNI ITS I O O (BELOW � � �� I A «•M4� a MULL MULLLNGTH F- OPEMINGSIZE MULL LNCHI s CPN ��i .J N woy „`v a No 58249 q • I I: STATE OP a NOTES: �?'.;tl`�•,<.,,7 R;O..�r©a�� 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED N THE WINDOW UNIT APPROVAL �+0i4pin DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. �t2-1 4/27)2015 2.MULL CUP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAW I GS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CUP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET 5.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-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CUP LAYOUTS ON SHEETS 4.5. DRAWN BY: DATE ADE 09/27/12 7.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 e SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 A 8.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 2WWX WINDOWS),FMA/AAMAIWDMA 300MMRIOR DOORS) 1:1 8 OF 10 • • ••. • • • ••• •. .. • • . •. .. • • • . . • • • . . . • • . . ..• • . • • •.• . • . . . • •. .. • • • • 00 awmawammm • • • • • • •• 1900 SW 44TH AVE. • • • • • • • • • OCALA,FLORIDA 34474 • • • • • • • • ••• WWW.CWS.CC • • • ••• ••• T'PVC " ' ' "° 000 MULL BAR "' ° IMPACT RETRO FIT •• • • • • • •• *&MGLE MULL BAR CLIP MULL BAR CUP TWO REO'D PER EACH END OF MULL W MULL BAR MULL BAR O INSTALLATION ANCHOR ` 1 INSTALLATION ANCHOR m L J SEE TABLE 1 SEE TABLE 1 ALONGSEALANTADD STRUCTURAL ELEMENTS ADD STRUCTURAL ELEMENTS Z OUTSIDE EXPOSED "- +�+'+4 F M��TO MAKE LEVEL FOR S DE�ED � „?,� AS REO D TO MAKE LEVEL FOR O EDGE BY INSTALLER EDGE BY INSTALLER MULL BAR ° PERIMETER SEALANT PERIMETER SEALANT BY SIDE ANDDOOUT SE EMBEDMENT SIDAND MIN.EMBEDMENT o a SEE TABLE 1SEE TABLE 1 5 U e fA SUBSTRATE BY OTHERS S88��BY OTHERS- SEE THERS Wp MIN.EDGE DIST. MIN.EDGE DIST. 6 Z SEE TABLE 1 SEE TABLE 1 D VERTICALSECTION L'1 VEFMCALSEC11ON N.oi�gq s TYPICAL FLANGE(RETRO FTT)ANCHORAGE 8 TYPICAL FLANGE('L'ANGLE)ANCHORAGE �� RREIy HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR RANGE INSTALLATION �•�a,,� EC N�4'ti,4,��ii G •'i. F � . $s No 58201 �$ STATE OF �� z�- 427)2015 NOTES: LUCAS A.TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 TABLE 1:APPROVED MULL CUP INSTALLATION FASTENERS 1239 JABARA AVE. ER TYPEI 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(2.0 KSI MIN.) 3116'TIW TAPOON 1• 3' AFTER INSTALLATION. PH.941-380-1574 D HOLLOW or GROU PFI/ED CMU(ASTM C-90) 1/4'ELCO ULTRACON 1-1/4• 2-1/2, 3 RECESS RETRO MULLION CUP 318'MAX FOR CLEARANCE OF WINDOW UNIT A3 NEEDED. INSTALLATION DETAILS 2X MIN'SOUTHERN PINE(03/16"ITW _0.55) OR LCO ULTRACON 1 FLANGE 7/6' 4.FOUR(4)ANCHORS REQUIRED PER"T"MULL CUP,SEE SHEETS 2-3. 2X MOV SOUTHERN PINE(00.55) #10 WOOD SCREW 1-3/8' 7/8' THREE(3)ANCHORS REQUIRED PER-V MULL CLIP,SEE SHEETS 2-3 DRAWNADE 09!27/12 16 GAUGE(0.060 MIN.STEEL STUD #10.16 HIL11 KWIC-FLEXOR ITW FULLTHREAD 7116, 5.SEAT MULLION TIGHT TO MULL CUP. (33 KSI YIELD MIN) TEKS SELF-DRIWNG SCREW THRU 0.080 11W ALUM.(6063-15 MOV.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS 836 A 1/8'STEEL(33 KSI MW.) DRILLING SCREW THRU 0.125' 7/16' SPECIFIC INSTALLATION DETAILS. 1:2 SHEET 9 OF 10 • • • • • • • • • • • • • wmoowmrEmo . . • . • • • • • • •• •• • • • • • • • • • •• 19W SW 44TH AVE. • • • • • • • • • OCALA,FLORIDA 34474 • • • • • • • • • • WWW.CWS.CC T'PVC MULL BAR ' "' ' ' ' ' " ' IMPACT •• • • • w • ••• •• in RETRO FIT "V ANGL.E UP MULL BAR CLIP TWO REQ DCPER EACH END OF MULL a O Y MULL BAR Fil MULL BAR c}0 L INSTALLATION ANCHOR NSTAU ATXXN ANCHOR Z SEE TABLE 1.BHT 9 i SEE TABLE 1,BHT 9 O P a_ to SEALANT ALONGE � SEALANTALONGE �`- w cc EXPOSED OUTSIDE EXPOSED a F EDGE OUTSIDE B�Y obgp EDGE BY WSTALLER ebN EXTERIOR FINISH $ MIN.EMBEDMENT EXTERIOR FINISH $ _ MIN.EMBEDMENT BY OTHERS — SEE TABLE 1,BHT 9 BY OTHERS SEE TABLE 1,BHT 9 PERIMETER SEALANT ••$ PERIMETER SEALANT u SIDE AN OUT a°• INSII ALLER INSIDE AND OUT SEE TABLE BY 1.BHTHERS Mo.o• ATE BY ,.o•w , Npyu� M , SEE TABLE 1,BHT 9 MIN.EDGE DIST. MIN.EDGE DIST. ,,bbw .•10ggN$' SEE TABLE 1,BHT 9t-GNSEE TABLE t.BHT 9 �C�9 � F VERTICAL SECTIONVERTICAL SECTION t0 TYPICAL FIN(RETRO Fm ANCHORAGE 10 TYPICAL FIN('L'ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION C*if * !A '6 S 4: " STATE OF FQt• iAl � z;7- 4/27/2015 LUCAS A.TURNER,P.E. NOTES: FL PE#58201 1239 JABARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION, PH.841-380-1574 2.RECESS RETRO MULUON CUP 318'MAX FOR CLEARANCE OF WINDOW SEPT OE IDN. UNIT AS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REQUIRED PER T MULL CUP,SEE SHEETS 2-3. THREE(3)ANCHORS REQUIRED PER V MULL CUP,SEE SHEETS 2-3. DRAWN BY' DATE' ADE 09/27/12 4.SEAT MULLION TIGHT TO MULL CUP. 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A SPECIFIC INSTALLATION DETAILS. SHEET 12 10 OF 10 .8/1212015 Florida Building Code Online 4 ; • • ••• • • • ••• t • • • • • • • • • •• SCIS Home Log In User Registration ( Hot Topics SubmINSU chepe • &fids �•��b0t1flons FBC Staff SCIS Site Map Links Search Busines Professi I *USER: Product Approval •• • • • :0. ••• •• Public User •• i• •i .00 • Regulation ..• • •. . ..• .•. • . ... .. Product Approval Menu>Product or Aoolicatlon Search>Aooiication List>Application Detall FL# I 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 htq s://—.lofidabuilding—g/pr/pr app dtl-px?p---GF-VXQwtDqu8obl%MZm6rgpohU6-ftKpvglON3eNaBBBv3yAgMA%n3d%3d 1/4 W1212015 Florida Building Code Online • • ••• • • ••• �352�36&6022 :m i9 is athrbpC�cwz-ac . . ... . . . • ••• Category XQ49ws . •• Subcategory Noriz ntahS•deC •• • . . Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida P.Mfejslpn;t f-rUge$f. •• 2r.E�lua1i& Qe*Vo9t0- Hari(copy 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 R1 COI EvalReb CWS-8718 (HS-8200 74x63, IMP).pd 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://www.flo,idabuilding.org/pr/pr_app tl.ospx7pazam=wGEVXQwtDqu8obl%2flZm6rgPohla6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 2/4 8/12/2015 Florida Building Code Online • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • Date Submitted (14/1!�2= •�• Date Validated 04/21/2015 Date Pending FBC Approval .�q4t"201p• •; •; ••• Date Approved : C!5 2tfAIt : : • . . . ••• ... • Summary of Products •• . . . .. ••. .. FL# Model, Number or Name '. be"4111A fon '• 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-871B (HS-8200, 74x63, IMP).pdf 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 R1 AE DuPont PVB NOA 13-0129 27.pd_f I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE EvalRep CWS-8718(HS-8200, 74x63. Glass complies to ASTM E1300-04. IMP).Rd FL16736 Ri AE Ouanex(Mikron) NOA 12-1101_7- 02,Udf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 II CWS-8698 (HS-8200 111x63, IMP).p_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, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 Ri AE DuPont PVB NOA 13-0129 27.pddf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 Ri AE DuPont SGP NOA 11-0624 02.g_df Glass complies to ASTM E1300-04. FL16736 R1 AE EvalRep CWS-8698 (HS-8200, 111x63. MP FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.12df Created by Independent Third Party: Yes Back hlext Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Coovrioht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic httpsJ/www.tloridabmlding.org/pr/pr_app_ tl aspx?param=wGEVXQwtDqugobl%2fIZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 3/4 8/12/2015 Florida Building Code Online • • ••• • • • ••• mall to this entity.Instead,contact the office by phone or by tradpbgM:nail:If yDu jtaVWy puealons,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licentsed LmdereChaptev 485,F.S.most provide the Department with an email address if they have one.The emails provided may be used for official communication with tjte iic4tsgy&i etjer•mail$d4dsses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. tiroda��.Approeal Act epffi:•j ••• • • • • ••• ••• • •• • • • • • ••• •• https://..fl.,i&b.ilding..rgtp,/pr_app_dd.aspx?p.r —,vGEVXQwtDqu8obl%2fiZm6fgpohlz6ont0.Kp,,glOM.N.BBB,3yAgMA%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 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 44 h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-lA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886'02/04/05,ASTM E 1996'04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 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 • .... .... ..... • May be used in the High Velocity Hurricane Zone ...... ..:..' • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.10•• •••••• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.'%-M1617.02t '. . . . . ...... ...... t I have evaluated the interlayer and framing materials in these Dupont and Quanex NbAs ana jhj ;••••; that they comply with the requirements of the 5t'Ed.(2014)Florida Building Code for use in t1�r 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. 2REty .« •. 1��,+►Wi t 0. N* 58211 :'-► NATE OF • 4/18/2015 %., w ` Lucas A.Turner,P.E. aNir� w+�` FL PE#58201 Lucas AL Tuwdmr I5.04-18 22:21-04 • • or • • • .•. • • ••• • • • • ••• GENERAL NOTES: a'l8yl of HORIZONTAL SLIDER — LARGE MISSILE IMPACT * .. 1.TH�PRSCIR �EREVBUILSIGNEDANDMANUFACTURED WIINDOW !f�(�(�/ II��tt • • • • •T8 ORIDA BUILDINGD N G HIGHVELOCITYH1900 SW 44TH AVE. ISRATEND�OME 4 MISSILE LEVEL D IMPACT USE AS DEFINED WCWS A 34474 M • • • INVE E l"FIER TIME FBC. 75 11C MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) •• • • •3.(�pIFIGUfUIT+tONsf"6k,9C0'. 13200 PVC 74"MAX.UNITWIDTH • • • • HOFM SLIDER 33"GLASS DLO '. � ssuO rnNa: IMPACT f . • . • DESIGN ORDS BASED ON,TESTED PRESSURE AND A •• f • • lMiIES#ATM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �n v -- -- - -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-130004. G I I I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED Y w I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR g w j 841/4• DETAILS.WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD w a m HEIGF6RE B B ANCHOR CALCULATIONS Z 1 8.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT v Q v) i I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w Ix w Z W �. MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND O D: MAX FLYING DEBRIS. UNIT TT O X j ss 9/18' OC 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL SEAM SFJIUINT MAX SASHUSED AT FIXED MEETING RAIL AND HEAD/SILL U D I I HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. I m < Z 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: •1�mrNi 5813/18• I B X o OPERABLE SASH,O-FIXED SASH GLASS t b `�� W;......, rfi4�� DLO I C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,�y�G E Arg fi y 10- LOCATION. a.p No Um"I1 �sb 11.EXTERNAL W EEP SLOT=1/4'x 1•LOCATED r FROM BOTH ENDS. S*S * S C 1 9yy STATH qF -- -- A Ci b A �gi`9tONA40� �qt lint" 33'GLASS DLO 36 5/18'MAX SASH WIDTH lxz- 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE. TABLE OF CONTENTS ADE 10/10/13 GENERAL NOTES&ELEVATIONS...........1r. SECTION VIEWS&GLAZING DETAILS...2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RAnNG EXTRUSIONS&BO.M........._....................3 ANCHOR SCHEDULE&NOTES...............4 PACT 74"x63" +/-60 PSF LARGE MISSILE IMCWS-871 B . SHEET INSTALLATION DETAILS....._....................5 1:15 1 OF 5 . . .•. . . . ... .. .. • . . •. .. . . . . . . . • . . . . • ... . . . . ... ... . .. m • • • • • • • • •• INTERIOR • • • • • • • • • A44TH AVE OCA • • • • • • • • • OCALA,FLORIDA 34474 • • • ••• •.• 11 1 1 1 9 W W W.CWS.CC .. . . . .. ... .. am PVC . . . . . . . HORZ SLIDER • ••• •• 00 IMPACT .. . . . . . ... .. - L0 V : 1 3 1 W g m SECTION B-B to Z 9 t 1 NOTE:FDCED LITE AT HEAD O AND SILL IS SIMILAR. v o y n ¢ 1 0 � 8s c rL Q Z 19 4 HEAD WACT HOOK(TYP.)MIDSPAN OF SASH ,� DREWrtyr,4 kP —— ITEMS 35&— 718^OVERALL • No 512139 V8"ANNEALED or TEMPERED @*2 INTERK)R 7/18"AIRSPACE 01Lt� 511W LAMI Q�"�BTATH OF 1AB"ANNEALED SWEEP LOCK(TYP) ONLY ENGAGED PRIOR .Q DUPONT PVB INTERLAYER TO HURRICANE FORCE WINDS. 1/8 ANNEALED 4 I LOCATED AT THIRD POINTS 4/11/2015 (ITEM 2n PURFECT GLAZE"H" 1 SIKAFLEX 552 LUCAS A.TURNER,P.E. 1 FL PE#55201 t 1239 JABARA AVE. 8 S NOPH.941R380-157 4 I 1 I 112"GLASS SITE SECTION VIEWS AND Djl —— —— 0GLAZING DETAIL a SECTION A-A HEAD IMPACT HOOK AND D� BY. ATE. JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 120 s •• SECTION C-C GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1:1 SHEET 12 20F5 0 . . ••• . . • ... •. .. . • . .. .. • • • . . • • . • . . ••• . • • ••• • • • • ••• PARTS UST 31/8 CORNER CONSTRUCTION �+q ITEM PART# DESCRIPTION VENDOR MATERIAL (�(sc�Jx/r] 1 H-1497 Relyd Sash M I um • 1 112^ WVDOVy i 2 H-1699 Reinf.S.B.RJS. . • • • • •Kgyffl • Itlum• 8 6 3 1800 SW 44TH AVE 3 H-1836 Meet.Rail,Fxd.• • • • • •Keywtark um• i OCALA,FLORIDA 34474 4 H-6052 SashTop✓Bot. n C 211/16" 39/16' 1/16" 21/8' 1/16" is WWW.CWS.CC 5 H-WO Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/18• 6 H-6050 Sash Meet.Rail,PVC Mikron PVC CORNER� 1m PVC 7 1+6051 Sash side Rail,PVA • *—.1. • PYC is HORZ SLIDER 8 H-6049 Main Fr.,SH,wdFl9•. • LF • • • PV PVC FRAME FLANGE-8049 LFIXEDRAIL-1836 IMPACT 9 P-30.19 Screen Pull Tab • • • • • • • PVC FRAME Fal-6048 10 P-3033 Screen Spring,SS Hurl 1 t. 115/16" 13/18• I .<11 P-3113 Screw Support,PVC Team Plastic Rubber �12 P-3218 Screw Frame Aiimetal RoliForm I� 7 4 13 P-3228 Screen Spline,.155 Dia.,Bk Dapa 15/8^ 1548• 1518• 15/16" gYg Gupt 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16• 1116 1/18" tH6" FIXED MEETING RAIL tai 6 m 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH co OUITERFRAME Z 16 P-3352 Set.Bk.,85 Dur.,1/8•x 518'x2•Lg. FrankLowe Rubber PVC SASH MTG.RAIL-60W PVC SASH SIDE RAIL-0051 PVC SASH TOP/STM RAIL-8062 PVC FIXED RAIL OOVER-X83 1:8 O 17 P-3429 Wstp.,02M x.187 back FlnSeal, U ltralab e c N 18 P-3539 #8 x 3/4•Square TEK 2 21no Fastenal Steel 3/a^ w w 19 P-4730 #8 x 1/2"Truss PH TEK 2 ane Fastenal Steel 0 3f16• �� 2 a E � 0= 20 P-3752 Cap Plug,1/2•Holo M&M Nylon t^ t 16118• 1/16• pC 3783 or O 1/78• }_ 5,2 21 P-5250 Spring Lock,Impact,PVC Interlock o SASH MTG RAIL-1497 SASH RELNF.-1898 22 P-4779 Roger,Tandem M&M Nylon I- g• i 1 S✓18• 23 P-4051 98 x 11/4 Ph FH TEK,WhL Fastenal Steel 7/1 6" 1 Ile m a Z 24 P-4089 Keeper,Impact,PVC Interlock 718• U18 3118"—t� r ttgtntwNj�1 25 P-4479 Weep Cofer w/Flap M&M Nylon iL� ��t��a 26 P 4638 118 x 21/2 Ph Tnlss SMS Ajax Steel PUW VIEW-1999 HEAD IMPACT HOOK-1889 T t/18• t/18' s�� L�Q �� 27 P-4958 Rotary Lack SLdlkw Z� S.B.RJS.S.R.-1498 ROLLER TRACK-1776 t s*= *_ 28 P-4162 Keeper,Rotary Lock Sullivan enc rO 3f1ir 1/4• r7Ar a-at * aS 29 P-4959 Wstp.,0.420 x.187 back R Seal, U ltndab O I :9: STATE OR r 30 P4633 Barrel Fastener Fastenal Steel i I 7m „,�1 O,p . O R 10 ..•��S;r?$ 31 12 ReInforcement,Head Keymark Alum 32 S-11498 ReW.SS.B.RJS.S mark Alum T-5/e"~ � —11sry�•�$to-14 618' t/18' PVC GLAZEBEAD-6084 GLAZE BEAD-1112 �Ihtlp�Ht�� 34 S-1776 Railer Track Keymark Alum — L 7f^^7 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 17-Z f_ 36 S-2000 Panel Catch,Head,Impact Keymark Alum 1/2' t t/e•y We” t 5✓18• 4/11/2015 37 S-6005 And Lift Mikron PVC 3116" 1 LUCAS A.TURNER,P.E. �I�--3"—moi t/2• 1H6- t/te" FL PE#58201 38 S-6013 Som.Adapt..w/Nib,PVC Mikron PVC t t PVCSCREENCATCH-8013 PVC ANTI-UFT-8006 1239 JABARA AVE 39 S-60'14 3orn.Adapt.,PVC Mpvon PVC SCREW SUPPORT-3113 NORTH PORT,FL 34288PH.841-380-1574 40 5.6063 Fixed Rail Cotler Mkron PVC 41 1 5.6064 IGIazing Bead Mikron I PVC 5J18"-T rt 1/871D t ' 42 GLASS ISEE SHEET CARDINAL GLASS y` `� BOM AND EXTRUSIONS 43 113urfact Glaze•H•,SikaFlex 552 Henkel/Sika Silicone t/18• PVC SCREEN SUPPORT-6014 DRAWN . ADE 10/10/13 BWUa. .. CWS-871 B UNE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE 33 SHEET 30F5 . . ••. . . . ... •. •. . • • % .. . • . • • ••. • • . • . • • . •• #000 • • • • • • •• •• • . •.• . .. go 00 Querimis 12112'MAX O.C.CM: •• i i •i • •i i• 1900 SW 44TH AVE. • • • • 3•(Iyp� • OCALA,FLORIDA 34474 8"MAX.(TYP.) � ••• ••• •: • • SEE NOTE 2 4 MAX.(M.)�W MAX O.C.(fYP.) SEE NOTE 2 WWW.CWS.CC 8"MAX(fYP.) I`� ')• 4"MAX(EYP.) - INSTALLATION 8m Pvc t • • • • :4 :Go *00 t ANCHORITYP•) t tI INSTALLATION HORZ SLIDER t • :0: •• • • • •• • t 1 I ANCHOR(TYP.) IMPACT • • • • • • • • MAX O.C. �n v n v tu 1MAAX D.C. I p •) i O /� I 1 O /� I � gm 0 t I t 1 G Z> t a i a i a qq 0 ip ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) M U o maOZ �v1;u�bga �♦ Sa ♦ DREW is 1:17 N. 58201 •L��x O� i a NOTES: t9l1ATt? �+ 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. mk 6�tt�•..;?i1",fl•`'p�� riaaaS'O �♦�♦ 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 1/1 G IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ;17- 3. Z3.ANCHOR TYPE,SSE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4111/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATI? DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A TURNER,P.E. N FL PE 858201 BE PROTECTED TO PREVENT REACTION. 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, 34288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380-1 1574 &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 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL ADE 10/10/13 3.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 owe#* .: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,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),FMA/AAMA 2W(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 120 4 OF 5 .• .• • • • .• .. • . • •.• . . • • ... MIN EMBEDMENT �r�7�%jn 0 `\gr//�T�IHTL/�/� TYPjOAI F ANCHOROGE • • •• SEE TABLE 1 SUBSTRATE BY OTHERS S 4 iravcxivnmm • i •• s • •• E GIST.•• 1/4 MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE s • • • S3EE TABLES • • TAABLES 1900 SW 44TH AVE • • • • • • • SEE TABLE 1 SEE TI OCALA,FLORIDA 34474 i/ SUBSTRATE BY OTHERS —•�•• • 4'MAX SHIM W W W.CWS.CC SEE TABLE 1 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 mo PVC BINNWA DE ORS • • • • •_4••• s1�A�1aN ANCHOR HORZ.SLIDER MIN.EMBEENT SEALANT BEHIND • • •• ,••�•��ff •• SEE TABLEE 1 IMPACT FLANGE BY WSTALLER •• • •• • miff so• in v t PERIMETER SEALANT c BPERIMETER Y�TERSEALANT BY WSTALLER C INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHORQ W OdSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W 6 m SEE TABLE 1 FLANGE BY INSTALLER FIN BY INSTEALANT B ALLER coIND 8 HORIZONTAL SECTION t-C1 HORIZONTAL SECTION O \,V TYPICAL JAMB ANCHORAGE b TYPICAL FIN ANCHORAGE v o •) HEAD AND SILL SIMILAR FOR FW INSTALLATION yuj a S a 11C MAX SHIM a SEALANT BEHIND FLANGE BY INSTALLER m Q Z PERIMETER SEALANT MIN.EMBEDMENT t•��;D, ��i BBINSET�INSTALLER R117 SEE TABLE 1 SUBSTRATE BY OTHERS—/ S�F No 58301 'Zi�`1�SSx x SEE TABLE 1 MW.EDGE DIST. 'G * to= SEE TABLE 1 i$" A VERTICAL SECTION '00. STATE OF F + 5 TYPICAL.SILL ANCHORAGE 4��•p� <0 8 10�.��a�r! $Otp� 4z 1112015 TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SU13STRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MRN.EDGE DIST. LUCAS A.TURNER,P.E. FL #68201 FLANGE CONCRETE(2.0 KSI MN.) 3/18'I O TAPCON 1-1/2' 1-1/8' PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU 117 PCF MON 3118'ITW TAPCON 1" Y BY INSTALLS; NORTH PORT,FL 34288 FLANGE CONCRETE 2.85 KSI MR) 3hT ELCO ULTRACON 1' 1" INSIDE AND OUT PH.941-380-1574 rD HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114' 2-1/2• b BOX FRAME INSTALLATION FLANGE 2X MR SOUTHERN PINE(G-M55) 3/18'ITTN TAPCON 1-3, 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-318' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN B 16 GAUGE(0.080')MIN.STEEL STUD #10-18 HRTI KW&(-FLEXOR ITW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/18' ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0.060' MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED a 1/8"ALUM.(6083-TS MN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8'STEEL(33 KSI MIN.) DRILLNG SCREW THRU 0.1217 7/1G PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE CWS 871 B FIN 2X MR SOUTHERN PINE(G.M55) 1#8 WOOD SCREW 1-112" 1/2' SHOWN FOR FLANGE WINDOWS. ' SHEET 50F5 • 9/5/2015 Florida Building Code Online NINE= F Dpal,tof BaS Home I Login I UserlieglWatlen I HatTopics I Submft Surcharge I satsa Facts I Publication ( PBC san { Bas site Map I Links { search R Bush1es ProteSSi I uct Approval t?R:Public User •••. Rerulation • .... ...... Product Approval Menu>Product or Aoolitation Search>ApallcoUon List>Appacadon Deaa 6 • • • •••••• •• •• •000.0 FL# FL6890-RS *00000 6 • • 0000•• Application Type Revision 0 00400 0••••0 4 • Code Version 2014 0000 •646 00000 6 • Application Status Approved •0 i 0•i i•••i• 0000* •• 06 • 6600•0 • 60.0•• • • Comments • • • • • • 0•00•6 Archived 0 •••••• • • • •4000• 00 0 0000 0 Product Manufacturer Custom Window Systems Inc. 0•• i Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.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 FL6890 R5 COI EvalReo CWS-1610(Ce-8400.IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 hops://www.floridabuilding.org/pr/pr app_ tl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzlHrYUmo%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products F! Nodal,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin CaEl . Umits of Use Installation Instru Approved for use in HVHL•Yes 0 R rI CW g-8400.IMP�.udfApproved for use outside HYHZ:Yes Verified By:Lucas A58201Impact Resistant:Yes Created by Independd Party:YesDesign Pressure:+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 6Q90 M AF DuPNOA 13-0129 37 pdpsf,Max.size 37°x 72°.Outer lite in I.G.to be fully tempered EI 6Q90 R5 E WiS-1610(C -8400, MI E),ndfwhen used 30 ft.above grade in HVHZ.Glass complies with p,f,890 R5 AE Quan)NOA 12-1017 02.pdfASTM E1300-04. Created by Independd Party:Yes sack Next � Contact Us::1940 North Monroe Stned.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 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,e(fecWe 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 dick b1M. Product Approval Accepts: In im6600 • • • •06•• 00.04040 •666•• •• 06 0060•• • 000000 • • • 9000 0000 •0000• • • • • 6666 0.6• 6000• 00.006 • • 0.4009 • 0 •06.0• •• •• • •400••• 0 •006•• • • 6 • 0 0 6.0.60 •00000 • • • 000090 •• • 0606 0 • httpsJ/www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CB&OVDVxOFNzIHrYUmo%3d 212 i 1239 Jabara Ave. URNER 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 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 5t' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,4A,-2,-2A,and NCTL-210-3674-1,-1A,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 10l/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config.in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. 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 of grade." • Requires max.glass daylight sizes as shown in CWS-161C 0 •0 . . 00 • Achieves design pressures of+/-67.5 psf ...... ..' ' .. ...... • Is large missile impact resistant and does not require the use of shutters ...:.. 0 :0009: • May be used in the High Velocity Hurricane Zone Goes •••• • • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 "" " 0 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA.'1.'bt.i b;. 7.021..•.. •0"' . .....0 framing t I have evaluated the interlayer and materials in these Dupont and Quaggy.XQAs and fipd •• that they comply with the requirements of the 56'Ed.(2014)Florida Building Cdde fo4use 4this. ....;. product. • .0 • 0000 0 . Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a fut cixl 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. S0!!%U11#'+te 4 t * O 58201 �0 4/18/2015 * Lucas A.Turner,P.E. STATE QF FL PE#58201 '•►,,fig,`J OR t�;.•• oo�� L=WX1' �ij��S Q �+ �,♦' 201544-2011: .W •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: 1.TME RRODt•T SH(JI%HW&IN IS DSAGNED•Ahl)MANUFACTURED Ta 38114• /►NI 1$NPRATEDUDIN 1T H 4 M C L pAN p ON (H Z) OCA A, 44TH AVE- as VE �y/4, OCALA,FLORIDA 34474 MAX OVERALL WWW.CWS.CC FLANGEVkqDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1896 PER THE FBC. UNrr WIDTH MIT WAfIDTH GLAZING OPTIONS:(SEE SHEET 2) 84W PVC IF 36• 3r •• •• ••• •• CASEMENT MAX SASH WIDTH MAX SASH WIDTH CONP1a�URWS:ALt IMN[!•OVtS•AREOPEN TO OUTSIDE LEFT OR RIGHT. . . . . . .. IMPACT ---------- A . . . . . . DESISM PRMMRE9 • • 000 •• m ———————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04.-POS ` Q I I I I INFILTRATION(GN TEST PRESSURE,D GLASS TABLES ASBASED ON TESTED TM E-1300.04. u o 73114• I I LLww .. MA I / I ANCHORAGE:THE 331!3%STRESS INCREASE HAS NOT BEEN USED IN g m EOVERALI ' I I I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATIONFLANG v� HEIGHTMAXI I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD OVERALL B I I B ANCHOR CALCULATIONS. to HT I I PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE Z I I NOT REQUIRED. a a I I a ALL FRAMES AND VENTS FULLY WELDED.i;AX a I ,` ( MAN MAXU I W I � SERIESIMODEL DESIGNATION CA-8400. o RETORT I • I mew I I / I THE DESIGNATION X STANDS FOR THE FOLLOWING: IT[ o m a Z B X-OPERABLE SASH �Nw�1 �+�� r+rr,W I e MAX I I I SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �o PNb IyN.X&N,� MAX I I g H I / I SASHLOCATION.SAW .?��Gs .`'tCW=Atg •• �� HEIGHT I I58201 t x STATIs OF Fmk y4.O RM� ry?�� Tj G x� 1 RIGHT HINGED-SHOWN 4118015 aL LEFT HINGED-SHOWN Lir W�Nr�Eo- D LUCAS A.TURNER,P.E. RIGHT HMIOED-OPPO$ffE FL PE#58201 1238 JABARA AVE NORTH PORT,FL 34288 PH.941-380-1574 EET D WIM: TES ERAL TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING GENEL.EVATTIIONS AND GENERAL NOTES&ELEVATIONS NON-HVHZ65 37"x63" P ADE 05/05107 GLA23NGDETAILs................................zHVHZ +/-67.5 PSF SECTION VIEWS.......................-...........3 LARGE MISSILE IMPACT DWG& EXTRUSIONS&B.O.M..........................4 NON-HVHZ +/-65 PSF CWS-161 C ANCHOR SCHEDULE&NOTES............5 37"X 722 INSTALLATION DETAILS.............-........6 HVHZ +/-67.5 PSF 1:15 SHEET . • .•. . • • .•. .. .. . . . .. .. • • • . . • . . . . . . . ... . . . . .•. . . . . .. .. .00 23NOMWEMS • • • • • • • • • •• 1800 SW 44TH AVE. • • • • • • • • • • OCALA,FLORIDA 34474 • • • ••• ••• • WWW.CWS.00 8400 PVC •• •• ••• •• CASEMENT IMPACT .. . . . . . ... .. 7/9"OVERALL 7/8"OVERALL ^ kj 1/8"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED p 711W AIRSPACE MW AIRSPACE u pwp w 5/18"LAMINATED GLASS 518"LAMINATED GLASS W- ¢ Q m 1fi"ANNEALED 118"HEAT STRENGTHENED A90 DUPONT PVB INTERLAYER 490 DUPONT PVB INTERLAYER UB"ANNEALED 1/8"HEAT STRENGTHENED m p SIKAFLEX 552 OR SIKAFLEX 552 OR nW a PURFECT GLAZE*W PURFECT GLAZE*W < < OC 1/2"GLASS SITE 1/2"GLASS SITE C U m < Z 1 1 O O �1di4tatl�yi� 8 6 *f * A= D Q y ty STATE OF GLASS TYPE A GLASS TYPE B f� 4/16/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. ftif NORTH PORT,FL 34288 PH.941-380-1574 GLAZING DETAILS OPAVM BY' DATE: MAX UNIT SIZE MAX POS.DP GLASS TYPE ADE 05/05/07 DWG#: REV.: 37"x 63" +67.5 A CWS-161 c X + SHEET 1:1 20F6 . .•. e • . ... % .• • % •. . . . e • • . . • • . . ... . • . e ... . . • . . .. •. . • • • • • • • • • 1900 SW 44TH AVE I RIOR i i ii • i OCALA,FLORIDA 34474 • v)••• • • WWW.CWS.00400 11 8PVC •• CASEMENT ' ••• ' • ' ' IMPACT ggm ' � 4 1 8 1 1 14 9 1 3 6 SECTION VIEW B-B co wIr 0 a 2 ¢ O 0: INTERIOR v m ¢ Z Ogg W:«•,4,T,'i ��„��: NO �1 •q w STATE OF W� ryi4•••....... 7 I` 418=15 5 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 2 -- -- NORTH PORT,FL 34286 PH.941-380-1574 SHEET . SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DMWN BY: DATE: ADE 05/05/07 a: . ITEMS NOT SHOWN FOR CLARITY: CWS-161 C 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SHEET 12 30FS • • • . • • • • • • • • •••• •• • • • • • • • • • ••• PARTS LIST —3lAr FRAME AND ITEIIA PART DESCRIPTION VENDOR MATERIAL SASH CORNER 1 H-60308 FR.,CASE.,MAIN,HEAD MKRON PVC •• •• • • • •• CONSTRUCTION Ymr�YV 8Y87a0bE4 • u • • • 2 H-60308 FFL, MA MI RO • 1900 SW 44TH AVE. 3 H-60308 R., E.,MAN, G MI PV i i •• i i • ••• i• • • • • 732 FLORID A 34474 4 • ••• wWw.CWS CC 5 H-6030A FR.,CASE., / 3VC 21'W 4 27/32" 6 H SASH, E., RA M O C 7 -6SASH, T. IL M � �18 • t� 84M PVC H E RHE I C i0644czoLEAD CORNERWELD CASEMENT8 8 9 8 SASH,CASE., MI P IMPACT• i • i i i• i • (ALL SIDES) 10 • • • • • • • • 11 -1593 EN RAIL P A PVC FLAQM FRAMI • • ••• •• 12 LA E ET2 H-6030B ,1/8' 7/8' FRA L RUMOR- 211P32"13 32 .B .,85 14 P3029 M p 15 P-3113 SCREW SUPPORT RUBBER 21/3x � LL III LIJ 7/te^ 16 3195 SCREEN SPRING,NO HOLE TE SIOND 7 � Q Q m 17 1 & 8 1118" _ v16^ O 18 3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 21/4* tns• 9 COIL,.062 X.656 COIL,.05 X.437 • o 18 ---F"--3= P E,.1 DLA,B DAPA IIL P-4491 P-4050 20 --P73-281 L, E SHEET3 D L TR R R 21 3342 SEAM SEALER SM-5504 S NEE SILICONE w ¢ 22 .270 X.187 BACK,ULTRA FIN,BLA ULTRAFAB PVC SASH o a U- 23 23 PU CTG H",SIKAFffX552 HEN L H-6008 24 353.9 #8 X314"QUAD PHTEK,ZINC,SCREW 25 -3581 CRE EN CLOTH,18 X 16 IBR S PHIFER17 17/32^ > > o 26 -3587 #8 X 1"PH FH 2, CREW F STE v m Q z 27 3613 S U3 (L 1 28 3685 8400 LD E .LABEL NFR A t ^ it r at' v16' PQREu 29 P3752 CAP PLUG,112"H M&M NYLON gyp` :.«• lLyii� P3881 TEMPORARY L DP) �`�C�•'�"�CEdis ., 31 -3840 NUBBER,55,P SCREEN RAILSIDE/BTM SCREEN RAILTOP/SIDE +r t N. --=I 32 -4003 TI BAR OWE. S H 1592 H 1593 33 -4004 #832 1/2"PH PH,M * = 3 34 4005 U O PLATE,LAR TOHDDW (L)Se P 4006) F RoTo SS TENAL Az STATE OF ;7 35 P40M LUCK,M LT-P ' HD H 31/85 , $'i•A 1:0, , •.4 O R% 36 P-4007 ROTO.OPERATORS( FTPE CASEMENT) g 64 , nNa3 -4009 TA & D R M., PER., .,(13) O 11, i .4a t`t•��•ar'r'? 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTOx 39 4012 SHIM,ROTO OPERATOR ROTO HOW E.(4.8mm) NYLON SASH REINF. 4/18/2015 40 ---FF-4-014 —HAN TD, ER, DW (IE) 5-1505 41 -4018 LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER,RuTo OPER,R070 HOWE. 4 t/2' FL 1lt8' 1238 PE#58 AVE 43 P-4021 #8-32 x 3/4" FH W/1/1(r M .,RO FASTENAL SS NORTH PORT,FL 34288 44 P-4024 GASKET, PER.,ROTOOWE.,1/16" HOP Im t/zPH.941380-1574 45 -4031-PZ—M TIE-BARS,ROTO HOWE.1-5 L PO H .) TO 7W� 46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.0.50 X.437),H PRE ISSN TEEL AL -may t D 47 P4043 M TI INT M& L F BOM AND EXTRUSIONS 48 -4146 x 4" H FLAT A 49 4481 F.COI -A 50.52 32 .062X. H P CISIO S L ALUM PVC FIN FRAME PREP113�� DRAM BY. DATE: 50 P-4641 #8 x SW PH FLAT TE #7 HEAD,Ss F S L H-6030A ADE 05/05/07 51 -1505 RE F.CASE.UP— KEYMARK A o r. . 52 S-6064 GLZ BD.,7/8" M R N P CWS-161 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. vam SHEET 2:1 4 OF 6 •• •• • • • .• •• • • • ••• • • • • ••• W MAX O.C.(TYP.) 121/2"MAX O.C.(fYP.) SEE NOTE 2 4"MAX ') 9EE N9TE! • • • •• wwmwmnmffl r MAX(TYP.) 4'MAX(TYP.) ��t 6"MAX(TYP.) i i •• •8'tA�sO•� .) •• • 1900 SW 44TH AVE. 121/7'MAX O.C.(IYP.) 4 4.14CM: i i SEE NOTE 2 WCL A,FLORIDA 34474 6"MAX(TYP.) SEE NOTE 2 4 MAX.(PP# ••• • 8'MAX(TYP.) I I ' MAX D.C. . . . .• .. 8400 PVC (TYP.) . . . . . . CASEMENT 't AX D.C. ' :•; 6' 'b .. '/ IMPACT X MAX X `. Tr MAX O.C. x (TYP.) K /` I � , ILww �) agm \ ANCHOR(TYP.) \ Z INSTALLATION ANCHOR(TYP.) ♦ I ` I $ Z I I W w W IL a Jr THRU FRAME ANCHOR 8'THRU FRAME ANCHOR 0. a =) C ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FlAN(iEl HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) FOR UNITS UPTO 37"x 72" FOR UNITS UP TO 37'xOi0 m Q O ANCHOR LAYOUT-(FlM ANCHOR LAYOUT-( z FOR UNITS UP TO 37"x 72' FOR UNITS UP TO Sr x 83" a�ptutiuq•N No 58201 •t NOTES: 13 STATE OF fL►Z 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. g�fl��"A�O R Ti��•' r�? 2.SHIM AS REO 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 NOTALLOWED. y 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 4/18/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 JABARS.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 1238 POn AVE. SPECIFIED IN TABLE 1,SHEETS. NORTH PORT, 34288 PH.841-380-1-1 574 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. pe tPTION: INSTALLATIONS 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 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 p . 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 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEETS. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWo o .. 8.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),FMAIWDMA 2S0(BOX WINDOWS),FMA/AAMAMIDMA 300(EXTERIOR DOORS) 1 0 SHEET 5OF6 • • ••• • • • • ••• MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE E ••• • • • •• amomm INTERK)R 1/4 MAX SHIM SEE T •• • Q� • • i• SLISSIRATE OTHERSBY 1900 SW 44TH AVE. MIN.EDGE DIST. s • SLE; • • • OCALA,FLORIDA 34474 ol SEE TABLE 1 w• ••• lf%*AX.•S:V •• •• SEE TABLE 1•� W W W.CWS.CC MIN.EDGE DIST. SE TABLE BY OTHERS---,, XloSEE TABLE i MIN.EMBEDMENT �PVC BY SEALANT T^ 1 CASEMENT INSTALLATION ANCHOR •• • SEE TABLE 1 • • • • • • INSIDE AND OUT MIN EMBEDMENT _ '• :': ; : .• • SEE TABLE 1 IMPACT SEALANT FLANGE BYWALLER � 11C MAX SHIM ••• i i ••• i • • � PI3iIMETER SEALANT W t- PERIMETER SEALANT BYINSTALLER C BY INSTALLER INSIDE AND OUT INSIDE AND OUT SEE TABLE INSTALLATION ANCHOR LL LUF- o tlJ Q m SEALANT BEHIND a FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER g co INTERIOR g HORIZONTAL SECTION rC-_HORIZONTALSECTIONINSZvi o (n SEE TABLE I ANCHOR 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE SEE TABLE 1 HEAD AND SILL SIMILAR FOR FIN INSTALLATIONcc W Lu a NOTE:ADDITIONAL THRU-FRAME ANCHORS a (AS SHOWN IN DET.8/6)REQ'D AT THE HINGE 12 < C� SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. o SEALANT BEHIND 1/4 MAX SHIM IL U m < Z FLANGE BY INSTALLER Nlxdrtrr PERIMETER SEALANT MW.EMBEDMENTBYI v� tQo 55201 INSIDE AND OUT ALLER SEE TABLE 1 SUBSTRATE BY OTHERS 9' i SEE TABLE 1 MIN EDGE DIST. ry 0. STATE OF .� SEALANT UNDER SCREW A VERTICAL SECTION SEE TABLE 1 •�\2�, HEAD BY(INSTALLER g TYPICAL SILL ANCHORAGE 0;7- 4/1S/2015 TABLE 1:APPROVED INSTALLATION FAST FRAMETYPE SUBSTRATETVPE ANCHOR TYPE IDN.EMBEDI@IT MIN.EDGE DW. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(20 KSI MIN) 3/18•fTW TAP(X>ri 1-t/2" t-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE BOLL FREED MU(117 PCF MIN) 3/18'NT1V TA N 1" 2" BY IJ.STALLER FLANGE CONCRETE(285 KSI MIN.) 3/16'ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION SHEETLIE�VTroN: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116'ELCO ULTRACON 1-1/4' 2-1/2' \,V BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(00.55) 3116"IT W TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MM.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-3/8" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 16 GAUGE(0.080")MIN.STEEL STUD #10.16 HILTI KWI-FLEXOR I1W FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05(05/07 FLANGE (33 KSI YIELD MR TEKS SELF-DRILLING SCREW THRU Mosr 7/18" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 0 r;r " 1/8"ALUM.(6083-75 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD FLANGE 11W STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 161 C -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET FIN 2X MR SPRUE-PINE-FIR(00.42) #8 WOOD SCREW 1-1/2" 7/16• SHOWN FOR FLANGE WINDOWS. 12 6 OF 6 8/11/2015 FloridaBuil4gCWe Otdine• • ••• • • ••• • • • • ••• • • • • i i �i • •i i• Ell BCIS Home ( Log In User Registration Hot Topics SJOR Stearge' •Sim'•&Face ��Mtcations FBC Staff ( BCIS Site Map ( Unks Search Busines Product Approval •• • •• ••• •• Pro essi I *USER: . . . . . . ' Public User • ••• ► • • • •• • Regulation .. .. ' ' .. . . . . . . p it II II II, i product Approval Menu>Product or Annlication Search>Application Ust>Application Detail FL# FL15920-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed https://www.floridabuilding.org/pr/pr app dtimpx?param=wGEVXQwtDgsDdFYerPIwBD3ktsOj8%2farrX5oiAWamZO8EXOFi2lxCQ%3d%3d 15 8/11/2015 F1orid4Bui1*g,(We Orjine• • ••• •• •• • • • •• •• • • • • • • • • • • • Compliance Method • Evt leallon 4;ort froda Florida Registered Architect or a Licensed Florida Professional Engineer •• '�+s Evaltmatioo Report- HArdcopy Received • • • • • • • • • • Florida Engineer or Architect Name who developed the Frank Bennar8o Evaluation Report Florida License -*0440465490. ;•• ••• . . .. Quality Assurance Entity .:Nat.jnpl1.kV. V•dA$ation.&Management Institute Quality Assurance Contract Expiration Date •� 12/31/1016 ' "' 00 Validated By Keith E. Lorinos, PE qi Validation Checklist- Hardcopy Received Certificate of Independence FL15920 R1 COI Indea.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products hupsJ/www.flori&building.orgtpr/pr app_dd.aspx?param=wGEVXQwtDgsDdFYerPIwBD3ktsCj8%2falTX5oiAWamZ08EXOFi2lxCQ%3d%3d 2/3 8/11/2015 FloridamBuildiog OnUne • • **• go so FL# Model, Number or Nameto Aelpfiod 15920.1 Series "300" Aluminum Fixed Series"300"Aluminum Fixed Window - LMI/SMI 74"x 122" Window Limits of use ; . •, fr&WIddon.'Znstructlons Approved for use In HVHZ: Yes •.• ••• •� F1 Approved for use outside HVHZ:Yes eriflecr%: Bank B�ennardo P.E. 46549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 •• gvaluaon,Reports Other: '•• • fl*.9b20 AE Evaljxgf ..' ••• ;Gree d by ndependent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for offldal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please click here M. Product Approval Accepts: IM FW N IN 110MINt • https://www.floridabuilding.orgtpr/pr_App dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHD3ktsCj8%2falTX5oiAWamZO8EXOFi2lxCQ%3d%3d 3/3 3 i PnEmRsTo EN131NEERING EXPRF-88® PRODUCT EVALUATION REPORT i ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT 4/27/2015 Application Number. FL#15920.1-R1 EX Project Number. 15-2370 Product Manufacturer TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. C Pompano Beach, Florida 33069 Product Name&Description: Series 300 Aluminum Fixed Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being Issued In accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014)and is,for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of• this product shall be required following pertinent Florida Building Code modifications or rovisignS. •••••• •••••• 0000.. 0000 • Substantlatfng Data: 000:0. 0000.. 0000 0000 :0000: 0000 . PRODUCT EVALUATION DOCUMENTS • . 0000 0000. EX drawing#15-2370 titled"Series 300 Aluminum Fixed Windom',sheets 1-8, prepared byOrIginse�lag..e. •• ••• Express,signed&sealed by Frank L. Bennardo, P.E.Is an integral part of this Evaluatio>:M -rt. ••••;• :000:0 • TEST REPORTS • Uniform static structural performance has been tested in accordance with TAS 202 testsianderds pes trst� ;••••; reports)#0611.01-12 by American Test Lab of South Florida(ATL). .. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202&203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS j Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational Raised• ' I�Valid for analysis to qualify the following design criteria: P• 2 1. Anchor Spacing �` •' '•. 2. Maximum Allowable Size/Pressure *% Combinations l r_ 3. Architectural Shape Options 4. Glass Capacity c. B ' A PW' 5. Anchor Capacitor p 0 9 160 SW 12TH AvENUE #:106 DEERFIELD BEACH, FL 3A412""- PHONE: 954-354-0660 3PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESSO 4/27/2015 ;- TM Window,LLC.—Series 300 Aluminum Fixed Window(LMl) Page 2 of 2 1 t No 33%Increase In allowable stress has been used In the design of each product. The following are approved for use In the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,and is accounted for in the engineering design of this product. r. Wind Load Resistance 1 Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e.engineering drawing). I Installation j Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e.engineering drawing),along with all components noted therein. t Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e.engineering drawing). •....• Limitations & Conditions of Use: •;•••; •••;:• I Use of each product shall be in strict accordance with its respective Product Evaluation t rAment(i.e. . .... ...... engineering drawing)as noted herein. .••••• • All supporting host structures shall be designed to resist all superimposed loads and shelllJx%ef a material ••••• listed in each products respective anchor schedule. Host structure conditions which aradtAbcounjed••• •••••• l for in each product's respective anchor schedule shall be designed for on a site-specific Weis by a •• registered professional engineer. • All components which are permanentlyinstalled shall be protected against corrosion,ckamination,•a:d•• other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). I I G 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM •. .• . • . .. .• • • . • . • • • . • • TM WINDOW &. D•O O R FRANILL08aIARDO,PE SERIES 300 ALUMINUM •-I,Cffiio WIDOW . LARGE AND SMALL MISSILE IMPACT REtIMONT TM • • . • • • • • � a� Z56 •. • . • • • ••• •• ' t �u3C W �••+ GENERAL NOTES �o 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 &ASTM E13DO-04 STANDARDS. (,) 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND J LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALT.BE + �y DETERMINED BY OTHERS ON A TOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC Y� LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA O BURRING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR STATED NEGATIVE ED DESIGN PRESSURE CAPACITY VALUE LISTHEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O ET0,,T • 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 6 FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCfION WITH THIS zill l DOCUMENT. S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EGSTING STRUCTURE TO WITHSTAND ; j SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS) BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE , I , MM ' � NG STRUCTURE G MULTIPLE UNITS MUST BE INSTALLED USING 1=MULLIONS APPROVED 13Y OTHERS OR UNDER 02 S Pn C SEPARATE CERTIFICATION. O ? 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERMISER# a. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATIOP SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED N WITH SILICONE. 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSL 10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE ELL DUPONT DE NEMOURS&CO.,INC-BUTACTE PVB INTERLAYER N.O.A.*13-0129.27 AND ELL DUPONT DE NEMOURS&CO.,VW--SENTRYGLAS INTERLAYER N.OAO } 11-0624.02 Oil 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS.SEE GLASS TYPES FOR ANY RESTRICTIONS. 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS.NOT BYTM WINDOW&DOOR LLC. g 14. ENGINEER SELL AFFDLED HERE TO VALIDATES STRUCTURAL DESIGN AS p SHOWN ONLY.USE OF THIS SPECIFiCA17ON BY CONTRACTOR,eL al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. ®� 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR NM M 710NS ARE LIQ INTENDED. 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. MMEWM 15-2370 COVERNMr FL #15920.1 re 0 000 0 :: 0 0 POSSIBLE ARCHITECTURAL SHAPES: NO SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND IrMMMRAANOXMS SHAPE. + ••s • . • -1� OR r-3°MAX FROM • . . • • •• I®INT w•LD B'MAX.FOR ANCHORS ANY IODYT OR • • . • Polm CORNER Y SWAM APPM LJ1 o OFRCddAL —11— : n n N ii�4 4 •' • • •'• •' :0 �•• U o 3 . • • • . • . %N N91'1� UE SIDED TRUWGLE HALF-CIRCLE EYEBROW ARCH • • GOTHIC ••• " � TRAPEZOID —IF] nnn �o nnn U HALF ELLIPTICAL. 4 � HALF EYEBROW TRAPEZOID -a1 C 0 EXTENDED FULL �! IC O aaayyy Li PENTAGON ELLIPSE —111 0 F� inn z a q SOP-, 1----FRAME WIDTH 3 QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE TYPICAL ELEVATION OCTAGON HALF ARCH OVA' D.LO.WOM-WINDOW WIDTH-V D.LO.LENGTH a WDdDOW LENGTH-41 f FL #15920.1 HALF FAN 'A EQUAL LEG HEXAGON TRIANGLE x FANS artaa.msml+ s `yv 15-2370 ffimALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL Ol COVERSHM SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES AM&5/B. HOTDOG NO f—Y— --X---} WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCH]TECfURAL SHAPES ARE LIMITED TO*70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. L%tel .. •. • . . .• .• . . . . . • • . . • • • • ••• • . . ... . . . • ..• ,P8 EXISTING HOSTEDGE DIST STRUCTURE ,r4 METAL STRUCTURES(STEEL OR ALUM.118'MIN,THICK) • ••• • • • •• �\ STEEL:Fy+36 KSI MIN. ANCHORS PBR ANCHOR • • • •• •• • :'�\ 0 ALUMINUM:6063-TS MIN. SCHEDULE.S�TA'PICAS • • • • SEBTMULWN APP[OVALS FOR 28Y WOOD BUCK ELEVATION 000R ACING• • • MULLION PE A� & $ Y Y D IST • EDGE 81678 • E DC* ul lx OR 2x WOOD A BUCK(OPRONAL). Z�0 •a NOT BYT.M. 1 4 1/4•MAX SCBM1 a 1/4•MAX SHIM • • • •MAR SHIM 1 4 114•MAX SHIM ANCHORS PER • • • •• • ANCHOR SCHEDULE. • • • 0: • • SEECALANCHORS PER to 4 ELEVAn ON 4 ••• • • • 4 0 •• 924 PER a ANCHOR SCHEDULE. © Age m g s SHEET 2/8 FOR R SCHEDULE. SEE TYPICAL g SPACING SEL: ' ELEVATION ON •+ S ELEVATION ON SHEET 2(8 FOR 7 SHEET 2/8 FOR SPACING .I SPACING 0 OFRONAL "i C SURFACE 4 APPLIED MUNIINSS TYPICAL ANCHORS: R �Q O wooD Bucxs AND METAL STRUCTURE NOT BYTM WluDows. rOSa, p tl MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND rL g TRAM THEM TO THE BUILDING STRUCRIRF- 0 0 n ti TYPE'A'-1/4"DM BLTRACON BY'ELCO'.(Fu=177 KSI, TV=155 KSI) TUFO (ASTM CONCRETE(2846 PSI MIP)OR GROUT O$Q ¢ 14•MIN.EMBED INTO CONCRETE OR GROUT FILLED BLOCK. Q L M F 7'YPB'B'-1/4•DIA.ULTRACONV BY'BLCA'(F:n•177 KSI. � B PV-15S KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES (SYPB2 G-OM MOV) BED OF ANCHORS PER ANCHOR 1-1(2•MIN.PENETRATION INTO WOOD 6 SEALANT SCHEDULE.SEE TYPICAL Q (PY=36 KSI MIN) ELEVATION ON SHEET?/8 TYPE -1/420 DIA.SHBBT METAL SCREW(GRADE S 2 4 FOR SPACING MIN)(FU-120 KSI,FW90 KSI) d 3 INTO METAL STRUCTURES(S PINCHES PASS THE 1 1/a'MAX sHIM THREAD PLANE MIN.)STEEL:W THK.MIN. 1x OR 2x WOOD BUCK ALUMINUM:1(8•THK.MIN.(6063-75 MIN) (OP TONAL).NOT BY T.M. PAINTED)NTACT WITH Al UMINUM TO BE PLATED • TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BACK-2-1(2•MIN. 9 • INTO WOOD STRUCTURE=1•MIN. E INTO METAL STRUCTURE=3/4'MIN. OOPfA>AI6@BeIW®8 EXISTING HOST 155-2370 STRUCTURE 01 crnrgR tomer i TYPICAL SECTION FL #15920.1 7 g 6. 1'-0• VELIT SECT % .. • % .• . . . . . • . . . • . • ... . . . • ..• FRAN ��FLS METAL STRUCTURES(STEEL OR ALUM.I/8•MIN.THICK? ��• STEEL:Fy-36 KSI MIN. IBy OR zsr 1/a•MAX SHIM • ••• • 1�}MAX • •• Ix R bt WOOD `,• ��• q'••• A LUMINUM:6063-13 MIN. • • I • • i1 i •• • 8�(OMOM) WOOD BUCK • • • • • • S` r— • • • • MAX SHIM 8 • • • . .SED OF BEDOF8 4 SEAIANT SEALANT 4ANCHORaSIXWULE ORS PMI 4 • ANCHORS PER ANCHORiSEETYPICAL SCHEDULE SEE TYPICAL ELEVATION ON SHEET E.R14ATION ON SHEET Z/8 ANCHORS PER ANCHOR 2/8FORSPACING • FOR SPACINGELEVATION.N S TYPICAL — 3 • 2 • HO5fELEVATION FO SHEET 7/8FR SPACINGEXTERIOR 8 STRUCTURE8 C. 8FRAMEWIDTH--•FRAME WIDTH \//� ei � 2 ON IN- TYPICAL SECTION ,4 0,=r-w HORIZ SECT SCHEDULE"A" O CBS=LOAD CAPACM O w Eeq F. FRAME FRAIE 61ABSTYP8 N1 fi/IBBTYPEN2 mmTwer8 OtnBa TYPENa 0U18BTYPE6% TYPEYB QiA86TYPE:01 TYPEOZ � C' • • �333R3 28UY 70 70 70 PW-•70 Bo Bo Bo 8o BB 8o eo 130 70 70 88 8o Tj 3r 70 70 70 70 80 so Bo ao Bo Bo Bo 120 70 7o so 8 R u$I 11 as wr 70 70 70 70 s 80 8o Bo w Be w 130 70 70 80 80 ^ C 7a• 70 70 70 TD ! aB B0 80 80 BO w 130 70 70 BB N O��a �•pp+ - - - - - Bo w BO 80 W IN - - f MIN - - - - Bo 80 so 8o 80 130 � 281? 70 70 70 70 80 Be so 8o 80 N Be 130 70 70 w a Z 4' x 3r 70 70 70 70 80 BO 80 80 80 eD 80 180 70 7a eo BB ��, miff 70 70 80 BB SO 80 BB 8B 80 130 Bo 8D N Ill 74 70 70 80 80 No e0 8o w 80 130 W 80 > toe U4' - - - 80 No Bo 80 80 180 - - 1111M - - - - - 8o eo Be Be 80 13O - - .• 281W 70 70 70 70 N Be 8o No w w 80 130 70 70 10 80 @M 8T 70 70 70 70 8B 80 BO 8o w BO 80 180 70 70 BB Bo 63 p6. so BB Bo 88 }---X —} BORA' Tr Be eo Bo Be EA WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 108 tw so Bo so eB HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. lll1ww BB so 60 Be p ow 7B 70 70 70 80 BB No 8o 80 N0 80 180 70 70 8O 80 Kid gggsr 3r 70 70 7O 70 w Bo B0 8o BO M 80 180 7D 70 eo w 6�Rqq " 74, 70 70 70 70 R EXAMPLE: 108110' 70 70 70 70 - - - - - A WINDOW WITH A FRAME HEIGHT OF 63 AND FRAME WIDTH 291 7o 70 70 7O OF 53%'HAS AN ALLOWABLE PRESSURE OF+/-80 PSF FOR 2 3r 70 70 70 70 8B BB wto 80 Bo 130 70 7o Be M 8r TO 70 70 70 80 80 80 80 130 TO 70 Be 80 GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN 7a 631w ao ALLOWABLE FRAME HEIGHT OF 53V AND AN ALLOWABLE FRAME 7a• 70 WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLEDESIGN PRESSURE.SEE Q FOR EXAMPLE VALUE IN MUT so 6 so= SCHEDULE"A." =7"O " 7700 a so so 0 tm 7�0 7700 00 15-2370 w 0170 - $ CotrtTt&'ET FL #15920.1 F IT ni >: r-re.-a��7;t^'*+*-S' r7� u. - Z^. 3"JI �Gr�";"�'7 rr'S."T7rn .TS�!'1"fC'TTi^l'n"S� C:E i'7" DOO�aO© DO�O�i7©OD '°�id�l��i �d"OWm mom" E7 Asa©0 DODOSDDDD�D��OQOO Dl�■ D0000�S00 �.•,. i:, ' 0000©ooc�■000c»��oo oasasasovoc�asasas ;� ©000©o©■�oAor��oo oasasas0000asasas �; 0000�o©000v�a��s�oo oassaas0000asasas ., �� _� 00000000soQo�o�o� "CW mnrwwmr "oQoasasas 000�■o�t-a�oo��o©o© ©�o■�s�soaovasasrsmom oo�o©0000000m�odo© :��o�mQc�■000©o�osc�v ©oo■a00000■c�oo�o�aoo -�LMva930" a000aa©o m�KMWM oeoaoo�oo■oo ca�vao©°o©v©oras©o mo�000©Ao©oo�o©oo r.�aaa�rsoo©c�vooeisoo . ._ ©as00000©aoAoasoo 00000a0000s©moo©a© rassasss�©ooasasas T� _ o�oo©oc�oo©oo��©o© �.ssaass E:��ooasasas ossoao©ovoc�om■asoo �.:�asassd��oasasas � _ assooaoo�aovo�asoA �©asasas0000asasas � " o�s�000■°0000�aso© masas■asovovasasas �r11 . ossooaoo�000�asoo " `�■oarssoscsa000�oaos �.��, �as�s�aa0000c�■o�asoo oosoia�aslvooaovosos r�ass�a■0000c�■000�asoa aososos00000�issos �aasso�000voao�ssoca� ossssasAar�oo�asas 0000vrcavov�avo��oov ossasas00000aasas o�ooa000�Qa�m■oo�v ossasasc�000asaaas oIlmmsoa00000■ao��000 ossssas000vasasas aesoo�o��■000�ssao oasssas0000asasas ass000000Q000■esoo oasssas000aasasaa oasssasovoossssas masasasovovasssas . : . oasasasavoo�ssasas moaososor�oc�000sos � r�asaasso�oossasas ooaososooa000�asos • 1 ©asasas�■000esasas oososs�socs000aosos _ ass■�sas0000ssssss casasosoacao"mom o�aoaovo ovo�oo v ooso�aosaollm oo as �■000v©v©�aovo®o© v dasasaa000aasasas L oasasasooaoasasas = X0010©oc�ovr.»000sao �assaas000dasasas rassoaodo��cara�as�■o ©asasasoaooasasas r.�as000c»oov��asoo aassassovoves■asas � - : _ c�ssasas�aoossssas aosissosovovas�■aaa c�ssasasoo■oaassisas nosososovoo■asosoa Masasasoo■ovasasas oaaosasaaoves�ssos �asssaso�o�aasasas dososasovavasosoa ��sasasovooasesss r:�osososovovas�asos ,� aAsoaavKv"mom" o �osososovAvasosos oo�ovvos+aa avo�os�r» c�ososovovovdaosMm 000av000vavoa000� oasasssfaaovasasas oasa000r�vovo�aa�oo ©asssssoodossasas oas000soc�■�oo�asoo ®asassaovovasasas ossssssa000■�sasas aosossasovovasosos p ossasas�sooQasasas oasosos�a�aovasasos �t��1�; oasasss�o�aasasas oosososavovasosos oasssasovvo■asasas oaaososovayssasos - �assasasov©vasasas oososososovasosoa �� oosoaososovasosos oono�aaca�ovavo��©rav dasasaaosovasasas �� , vosaAo�aovacao�000v ©asaaasososssasas �ooavooav©oc��0000 ®asasas■aaoaaseses ossaao�ovavo�issoo oososos�avovasoaos oss0000ao©oo�asr�c� o�asosoaovovos�ssos c�asaassr�v�aoasasas oosias�■sovovasoa�■s _ ossasas0000asasas �asoaososavasosos ossasasv�aovasasss oosososoiaovasoaos �assasasov�ayssasas oosos�asoaasssosos �Zi'iOaiSs0a000�0a�aQa ossssasososasasas assasasososasasas masssasoaaassasas OM M EaOseses0000aso oosoaosaa�aaaaoas oososos■�sovaso�aos ,;.-,�-_; oosossasoaoaasasas oasoaosososasosos oososososdsssissos oasasasososasasas ts ©asssaaosoaasasas . � �aasasasaaoaaaasas . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... P.E GLASS TYPES 000 • • * • • •• ` L DBD BUTACTTE PYB *All %.'FAIN AC[TE PVB • • • �+�i ]NTERLAY6L 0H-1 ;:ZS-j= GA I%"ANN. WANN i'<"H. . i'• 'i'• ••• • • *SEALANTIU' SEALANTSEALANTDEPTH MAN.(Tm.) DEATH MIN.(TYDEPTH MIN. EATH MTM.(SETTING BLOCK SETING BSETTINGBLO� • BATYi POINTS ATI/PAT'a POINT`5� • •• "�4� R <@> <@> � � 0 2t .090 BUI'ACITE PVB �/a'ANN. .090 BUTACITE PVS %ie'H.S. Q 8 3W AIR SPACE INTERLAYER �� %e AIR SPACE .090 SGP INTERLAYER .090 SGA INTERLAYER a'ANN. 3(B'H.S. Qn I/4°ANN. �"H.S. _3 '/q'H.S. lei N.S. '/i'TEMP '/e TEMP SEALANTW SEALANT SEALANT' DEPTH MIN. .SEALANT W DEPTH MIN.(M. DEPTH MIN.(NPP-) 8 DEPTH MIN.(7YP.) J, �2 SETTING BLOCK SETTING BLACK SETING BLOCK SETTING BLOCK O � AT POINTS ATY4POINTS n AM POINTS O 0.+ 3 AT%POINTS n I/4 � � 0 G G QR 0@9 MATERIA.SCHMULE o d ITEM PART DESCRIPTION MATERIAL M#NUF./SUPPLIER/REMARKS ! Z QQ t � W 1 tmm OA83"SBL/.tAMB/IffADER EKTRAlKt0111 Boas-TB 2 TM-328 1/B-CLUB STOP FOR 1•BLABS BG83-'TB 3 IN-327 118'mm STB'FOR 8/18"am 8083-TB l�" 4 - O.W SNAP COYER BOB!-TB gg $ 0.3W HMH D VNYLB BULB AND 0.187'T-SLOT TPE POLYPROPYLENE FOR 8118'OIASS ULTRAFAB g 6 MM VOM BULB- 0.17rO DOWA70 MASS MAZUB BEAD AYEBBURY 2p 7 32011 vDm BULB- 0270'0 7/10 AND 8/10 MASS OLA=9 BAD AWESM Y 8 - (2)0 K 1 SIB SCENTS AT EACH FRAME CORM SAE OR I ION FOR REOTAN MXM Y D=W SHAPES OTO] g _ Shy SEALER ACRYLIC SCHNEE-MORBHEAD ONLY APPROVED FOR LARGE MISSILE IMPACT 11 - SEM W BLOCK Y LOW AT 1/4 POMM HIGH DRTSTY RIBBER 1 - OPTIMAL SURFACE APPLED MUNT06 8083-TB 1 - RAPID Sf1El m MWm SWWTURAL SM=N E RASTOLATRC AMMM BY MoMENTIVE POWORIAM'.E MATERWLs OppKN OPR8IB 1 ALIAR8N1"B'CHANNEL.Y IM AT EVERY AM=LOCATION(M.) Boas TL72 AIiIMU0111 155-237-237 0 scum 01 - 5/18"7O.OW OM SPAM RAW=STEEL Au METAL 1 - 7/18"I0.EDGE OLM SPACER steam am ALL METAL Dov�OHHtB:rr 1 - PRIMARY S L P® FL #15920.1 1 SECONMW Sk'/0. mimm A—i .• .. . . . .. .. . . . ... . . f . ... .'.MiAR00,P.E 1.269 • ••• .0,129• • •• • • • ••• • • • • • . • • • ••. 0.570 • • • • 1.080 •EXPOSED . 3 S SURFACES 1 �''�'OF: �N •� f QQ cs TO-0 • q]IFFr • f d .• 0.056 t Z m $ ,I 0 0.095 W all,J 0.050W ti tiCi� It--3.033 a O O3 U M N 3.269 p ML Zill EXPOSED 0.202 SURFACESM. 03 � —rco A c; �1.139� � �F � G 0.165 NOTE. 0.813 PART 914 IS NOT REQUIRED 1.000 a WHEN LmG TIS ea RU3loN o 0.420 0.270 �` c M n 0.025 Y�1�� L Oo I 0 00 oaoo M12 T 14 O N p 0.07Q-r— T 0.030 0.028$ r o.on* . . -1 0.090 15-2370 0l 0.080 0.080 18 1 1 NOTE: O © O7 EXTRUSIONS NOT TO SCALE. FL #15920.1 n • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • 000 .P.E • • • • • • • • • •• ` •• a • • • • • • • • 3+*. • • • ••• ••• • 'S FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE •• • • • •• :00 •• O ASSEMBLY OW.). • 000 • • • • •• • 14 ••• i i • • i i i tp 12 • •• • Z m 11 W a U " jet, o re OR SEAM SEAL MAY HAVE TO BE Z REAPPLIED IN THE FIELD 7 BEFORE INSTALLATION OF 7 GGii WINDOW,INSPECT ALLJOINTS TO ENSURE A PROPER SEAL Rig . 15-2370 FL #15920.1 of covmam a� S8x I"GRADE 2 SMS no (FOR 900 CORNERS ONLY) O MIAMI- E MIAMI-DADE COUNTY * PRODUCT CONTROL SECTION 11805 SW 26 Stred,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ManiL Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.mitimidade.gov/economy T.M.Windows,LLC. 1543 N.Powerline RL33069 d, Pom no Beach FL COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, includina the LhA Veloei Hurricane Zone. ESCRIl'TION:Series 249 Aluminum Outswing Doors w1wo Sidelites-L.M.L PROVAL DOCUMENT:Drawing No.Wll-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.L)",sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revisei•on SEP 03,2015 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County ProdIct�eptrol Ite�lsibn stamIr••;• with the Notice of Acceptance number and expiration date by the Miami Dade County Protlhct ContrglSgpthn. ' MISSILE IMPACT RATING:Large Missile Impact Resistant 0 0 0 0 0 0 s• 0 0 0000:9 000.0. 0 '••••' Limitation: 0000 .000 . . 1. See sheet 4 for Single door w/SHW and sheet 5 for single or double Door Design Pressees CDP)raliag A glass 0:0 0• type and/or threshold types(Exterior(+)water limit) so***: • • 00000 2. See sheet b for Stationary unit or doors w/sidelite DP rating Vs glass type and/or thrt4A type.sower DP '•••0 0 rating of Doors or Sidelites shall control when combined together.Max total frame a*&1V4ternate u$it shall 0. not exceed 125.84 ft'tested frame area. 0 0 :000:0 000000 3. See glazing options in sheet 2. Insulated laminated glazing Type Aland Blare limit;#,v go 30'a�gyg grade.;••••; LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,stats and'sKies and following statement: 'Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of thisp roduct. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#12-0208.14 and consists of this page I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. MLAMONOA No.15-0611.05 . urvrr Expiration Date: April 21,2021 t Approval Date: October 08,2015 `01111 Page 1 T.K Windows.LLC. NOTICE OF ACCEPTANCE:EVIDENCE.SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No.W11-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.L)",sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0208.14/#11-0218.05) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS-201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites(samples A-1 thru F-1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A.Causo,P.E.and signed and sealed by reviewing engineer Marlin D.Brinson,P.E. Note:This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab,Inc.,signed and sealed by reviewing engineer Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complyifig.Wih FBC 2014(5t� •• • Edition),prepared by Al Farooq Corporation,dated 06/01/15 and4epvevise8.odSEP 03...;. 2015,signed and sealed by Javad Ahmad,P.E. 000009 •0000• :0000: 2. Glazing complies w/ASTME-1300-02;04&-09. •0000 0000 0000 0000. D. QUALITY ASSURANCE •••••• • 00000 1. Miami Dade Department of Regulatory and Economic Resoui l:�00:SXM).• 6609:6 00 . E. MATERIAL CERTIFICATIONS •.••;• 00 1. Notice of Acceptance No.14-0916.11 issued to Kuraray Amerida,I ft(Fon0ner0 R1. ;•• • DuPont DeNemours&Co.,Inc.for the"Sentry GIass®(Clear and WhiteAlUs • Interlayers",expiring on 07/04/18. 00 0 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51 Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 04/24/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER I. This NOA revises&renews NOA#12-0208.14,expiring on April 21,2021. 2. Test proposal#10-0017,dated 01/06/10 ande-mail test revision dated Oct 06,2010 approved by BCCO. is t• Ishaq L Chanda,P.E. Product Control Examiner NOA No.15-0611.05 Expiration Date: Apri121,2021 Approval Date: October 08,2015 E-1 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• 1IEJw/snL.Ai1c �� • ••• • • AT STILE ENDS• 4 7 • • • •• •• ••• (8)AT 3'O.C. �• fRALIIE WROTH • • • • • : .•• FFAME 1I z • • • • • • • • • • • •e•ilAtl 3` 0 • ••• 15'MAX 8"MAX 15•MATt. SU•RFACE WED HR�D/SSLL TYP. r. HEAD/SIU. HEAD/SiLI. FALSE MUNRNS CORNERS H�AD/S1LL Q COMERS A MAY BE USED + • i i i•�.•-"-��i •• / i ii F•IldG0 \ + SEE SHEETS • // ii-- got g � dfi50 X. �OSHE�Er s i u 1117 1 + SEE fig I H ogm i g ii ii � -80 o� GLASS D.LO, DIMS_ INACTNE ACITVE t LLJ D.LO. HEIGHT(DOOR &SIDEUTE) = FRAME HEIGHT- 14.875" D.L.O.WIDTH (X DOORS &0 PANELS) - FRAME WIDTH - 11.875" `� O D.LO.WIDTH (XX DOORS) = (FRAME WIDTH - 20')/2 N $m�] 3y ' 7/8• k. DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH-3.250" O L OPO. \l i S D.L OPG. DL OPG. DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2750'/2 38 s/8• $ 38 5/S' a LEAF WIDTH + WOTH 38 8/8' e SSRMS-249 ALMMUM FRENCH DOOR W/ SME MS LEAF WOItI �0 APPROVAL APPUES TO SINGLE(X)AND DOUBLE (XX) LEAF DOORS MOM ELE MEON TYPICAL ELEVATION E WITH OR WITHOUT SIDE LMM SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. ( X ) ( XX ) tk00LCi SEE SHEET 8 FOR DEIGN LOAD CAPACITIES. SING12 LUF DOOR DUAL LSAF DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR OPTIONS lMg arj' REQUIREMENTS OF THE FLORIDA B IDDM CODE INCLUDINO HIGH VELOCITY HURRICANE ZONE(WrO. 1BY OR 2DY WOOD WMG BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPAM AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SRJCCO. (DORS/SWWrES Aft.RATED FOR LME MISSILE BAPACL �`cm u a q NOT P/1R1 OF THIS APPROVAL�S NOT SHOWN IN THEE DETAILS ARE SHUTTERS ARE NOT REQUIRED. PE i B A I= DURUM INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT.LOAD BEARING AND NON-COMPRESME SEP e� O1rJ drowtog nc. MATERIALS INCLUDING MUT NOT LBdITED TO STEEL/MErAL SCREWS.THAT W1 1—Q3 COME INTO CONTACT WITH OTHER DISSIMBAR MA UUS SHALL MEET THE RML)IREMENTS OF THE FLORIDA WAVING CODE sheat 1 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . jj��tttltlAfWtM AT MULLIONAT �u STENN114 0 ••_FRf�!" AT ODOR AND SIDEtLfl6 a 186 1/4"MAX. (8)AT OOf�°.. • • •�TYP! FiF: .• 1 1/4"MAX TEstrn FRAME wmTH 1 1/4"MAX • • • • • • : : i r 41 7/8" W'MAX. 4 7/5" • • • ••• • ilFm— FRAME 1°im XX DOOR FRAME N90 FRAME WM 8"MAX. 3• 19•MAX. TYP. HEAD • • • • • FA✓�lAW .Ns SURFACE APPLIED • • • • • • .MOO BE�D �.p F A ... • • . .. . {{.. ,. .f IL r ... .. ma Opnoft t SEE J �E OPWN 2 I tt t4 M Iry \iEE SHEET W i \ ii / ii � q c�. \\ I Ilut/ i o o m G B D+f&-M acmE o D.L.OPfi. D.L OPO. OL OPG. 385/8" SHIP 38 1/8" LEAF WIDTH 38 5/8" 38 1/8" LEAF iMD1H LEAF wmTH LEAF WIDTH .RwwFbdft Celli FILM IWO ( oxxo ) d` - e►,Iw a� -a c mm PAM s $ �c muo SMELITE OPTION WITH DOOIj tj+ cN ° MAX. FRAME AREA NOT TO EXCEED 125.84 SD. FT. PER FBC 2014 FLA. Wn,a t7 3 2015 dte.titt� WW1-03 sheet of 18 •• • ••• • a • ••• • • . •• . . • • •• • . . • . .•• • . • . ••• • • • • ••• r' HEAD • •AN 4.4 AT"WAR AT SIRE • • 4".•J'D 10' S EHO.Of' • • T DOOR AIS SFDHIIES (166 1/4"MAX 6)AT •O. • HE4*ML• •• as 5/16• •• FRAME WVrH • • • t t• ••• J .MAX, F 6"wx 3• XX DOIXt FRAME Q 0.+ HEAD/SILL IYP. iS'MAX 51AtFACE APPLIED C07@IERS NEAR/SQL • • • • •• tm Mumm • • • • • • MY f sm ••• • • • • •• • • • • Of IL 009 so is <g LL �� ii a �« Y' \SEE SHEETS v a m z man - - jQ 41 S/6' 30' 26 7/6" --rg 0.L OPO D L OPG. D.L OPG. a� Jill 46 3/8" S/B' a $ o mpg, SIDELITE W= NPDItt 38 5/8• OCi Ni Y18E9 1S LEAF W1WH aMoiflna•trLp•ftn1U L�aadde TYPICAL ELEVA110id OXXID W[DROM SST 9DELTIES a m v o SIDELITE OPTION WITH DOOR i PLA.PEEI 70M MAX. FRAME AREA NOT TO EXCEED 125.84 50. FT. PER FW 2014 3= 8 2015 ' W11--03 sheat 3 ot16 . . ..... . . ... .. .. . . .. .. . . . . . . . . . . . . . ... . . . . ... 3/18'HEAT SYREN'D GLASS 311V HEAT SW"D CLASS • •.• • • • Wr Atli SPACE 3/,8•HER STREN'O GRASS t/a•AIR SPACE • i •• • • • '• • •• i 3/18•HEAT STREMD GLASS � S AW 6Lb kw 3/18•HEAT SIREN O GLASS i ' 3ii8''•FIE+1T S t11 A$ : j a Og0'bde -,- Z ; So,lex asor And COW Otoes 0 y•ece6rtm t2lankol c��CoW does • 1 inte�layEr ••• ••• •sonbyalw ey lx oe By'Kuroroy Ammka.[nc' ,JB`HEAT 5IREMD GLASS F 3/f8'HEAT STRDM GLASS BY%mbrAn Ownicol Co.- BY'—TW Am�Ica.bw.' .090•bdwloyer Z 3/18'HFAT SIREDtb GLASS S9�ff 3/18'HEAT STRENb GLASS • 3/48•HF&T SR O W"• •• SHJOO rE BY•KWGM Amed-.Lno.' GE 1RGS770f SILICONE • • • • • • GE,�1 1/e'HEAT STREN'D GLASS GE RMS7701 • •• aw •• • GE,200 • • sEf �' • • $ °n • s • • • • ' SMICOM•• . • • ••• .• z 3 GE ROS77O, 7! GE 1200 'n I ID �O ALUMMwM �C — ALUM M SPACER p SPACER AT 4-1/2•EROM EPIOS OG AAP7 rlj/2•FROM EHOS A,ID 10-1/2.O.C. AND,0-1/2'D.C. I AT 1/4 POINTS ALL SIZES 1/4 PO WS ALL SIZES GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'Bl' GLASS TYPE 'F' " 8M (SH.WMDOW WITH MM DOOR APPLICATION ONLI1 lJ �z GLAZING OPTIONS ORWR 0^ za x BASS TYPES CLASS TYPES gp •A OR'B•(ABOVE) 'Al'OR W(A9DyE) a 0] O GERGS7701 GE O, ' GE 1200 GE 1200 z c �R eoa bffi 1uA•D ILAtmM4 ° R R O o p �..G]ou 76( ' 1 AT 1/a PANTS ON LBES AT 1/4 PLANTS ALL SAES •sC es„m WIDER THAN 38" o g S GLAZING DETAILS AT SIDELITE g a m o CV& d RA.PE S71 M droving no. 0 3 2015 W11-03 ansa► �°t t s • . ••. . • . ... .• •. • . • •. .. . . . . . . . • • • . • . •.. . . • . ••. Tann ANCHORS • � NS 1BY WOOD m= EDGE DIST. EOGE DIST. . "NOTE SHAT 1) SYam ALTE •I,� e; '•• • •. • • • •• aY q ANgOiiiRNATE LOCyATON •�; 'ja• '•.. • • • a.. r :^�. �• i i Dpi. • 1) Z 3 ::o= ulS I i y� W yI it A..: .JCI .. . .. .. gf7 • • a • •• • Q 1 -V1 • • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS c77 11 TYPICAL AM=• • • • • l4x1•A�IORs MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q �+ SEE AEVATIONS SEE ELEYATpNS AND TRANSFER THEM TO THE BUILDING STRUCTURE 8 4 g FOR SPACING FOR SPACINGAm ql snRI i 2 MIN. DIST. srRl>c71tRE TXPICAL ANCHORS: SEE ELEV.Hae�ACINTi SH 9aJPW OR I/4' DIA IILTRAC�1 8Y'ELtb'(Fw177 NS7 Fyat$S ksj ai TION INTO 20Y MOOD BUCKS OR W00D STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) _ THRU 16Y BUCKS INTO CONC OR MASONRY ' 1-1/4" MBI. EMBED INTO CONCRETE (HEAD) ! 1-1/4-MIN. EMSED INTO CONC. OR MASONRY (JAMBS) TYPICAL ANCHORS DIRECTLY INTO CONC. OR MASONRY ` y Pd SEE ELEVATIONS 1-3/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) ., !os� FOR SPACING 1-1/4- MIN. EMBED INTO CONC. OR MASONRY(JAMBS) V IR 1/4- 1 RJ DIA.MM OR S F DRIR RfY2FNr¢ {@FADE S CRS) i Z INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN.THK. s 1/8-) y INTO METAL.STRUCTURES OR STEEL /6" THK. MIN. (Fy= 36 KSI MIN.) ALUMINUM : 1/8"lmMIN. (6063-TTN MIN.) g ` - EEL is (STIN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �' a 8 TYPICAL EDGE DISTANCE MR �R R INTI) CONCRETE AND MASONRY W 2-1/2- MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. WOOD AT HEAD OR JAMBS SO-0.66 MM. CONTE AT TNM SRL OR AVM 1'Q=3000 PSI MIN. t[1 8 L C-90 HOLLOW/fILLEO BLOCK AT JAMBS Pm-2000 PSI MNL I? PENETIMMION 1fwlMacoe.•Raaa"ula. $ 18 2 AesphereNe ��j\J T 2 SfMirrir tlNe y� g p3 ALTERNATE ALTERNATE 1 1Ue L2 <m n o OPER MG UNITS 3/V X_ • « 1 2`FFROM ;�. ''t a o .• •• :.t ...•» e .• .v: „.'0 vw' EEW.JAC MAD AHb y�, ENDS +'O ' TYPICN.ANCHORS `••a' EDGE DIST. TYPOAt.ANCHORS �••o'••• °• TYPICAL ANCHORS FIA N.t i 7�89t am DBT. SEE ELEVATIONS SEE ELEVATIONS SEE 0"ATIONS CA ^ FOR SPACING ev FOR SPACING Et�E 0th FOR SPACING g '� HIGH THRESHOI n STANDA THRESHOI D LAN THRESHOLD 8 8 s APPIYD FOR WATER RESISTANCE APPWO FOR WATER REMSMNCE NOT APPR'D FOR WATER RESISTANCE drpwir� ,TO, LIMB MAX. + LOADS TO 100.0 PSF(BUNGLE DDDR)) LUT MAX.EXT{+)LOADS TO 68.0 PW 2015 W1 1—Q3 UMIT MAX. + LOADS TO 500 PSF(DOUBLE DOOR) OPERATING UNITS sheet 8 oe 6 . . .•. . • . ... •. •. . . . .e .. . . . . . . . • . . • • • ••• • • • • ••• 3 © • ••• • • • •• O 1W MA)L 318 MAX ALTERNATESHDA /18 � • • • • • •• •• • slum ANCHOR tOCAMON W '( 3 • • • • • • • • • •• l9f STRUCTUREMCIAL • • • • • • • • • 3 ,gy00D am ACTIVE LEAF • 0 • 000 ••• • TYPICAL ANCHORS SEE M.M. FOR SPACING Ate • • • •• 000 •• --- i4 ypQp� ti W - - •t Q ''•r• ... SEE ELEY 18n t EXTERIOR S �i � FOR 9rACOi6 D.L OM '.?i• y" ALT, FRAME JAMB 38-8/8 MAX LEAF WIDTH 41-7/8 MAX LOCK OPTIONS 1 OR 2 DOOR F&MIE WIDTH AT SINGLE DOORS -((f OPTION 1 SHOWN SHEET S FOR DTSCRIWWN 3A-MAX •. D FLUSHTKM.TS O LACK OPTION 2 M AT DOUBLE DOOM U ri m •� AT TOP do SOTT06 SHEET S FOR DESCRIPTION Z ....' 3 3 2BY WOW TYPICAL M Rp . IN-ACTIVE LEAPOR SEE ELEK ACTIVE LEAF p FOR SPACM; • 18 C Oa 4 � �Z Q er j •A •'••.. ;' 8 18 21 2 t: `y`:• S TYPICAL ANCHOR o C �'r T LEAF WITH EXTRIMM FSEE OR MAY. LEW WIDTH p p 811TT CING HINGES • $$ PHOT HINGES 8D'MAX (SEE HIM OPTION M ao DOOR FRAME WIDTH 8 o S E m g<.�o OPERATING UNITS r .Nl brlix Emrt CAL b •a .Q Fu PEA 7OM n O20 drawing no. 03 W11-03 sheet 9 ot18 • . ... . . • ... .• •• . . . .• .. . . . . . • • • . . • • . .•• . • . . ••• TYPICAL ANCHORS ALTERNUE EDGE OST: F R SPACMN3 G0LO%MN. • . . • • • • •• •• PANEL E i IN' •A eTION D T 1T^+ *,Low=AUERMCE • • • • • • • •• • • • • • • • • • • J 6 p4 3 Sp 14:0 Y 1 • • 8 •• • • • • • ••• •• Q�g g AI.T. FRAME •UWB �IC d f,OX1'PHSMS � 3/S'MAIL•. AT a FROM ENDS • ._ H 010 X 3/4'PH SMS ANO 16"O.C.MAX O 1S Elio AT w FROM ENDS • 3 AND W O.C.MAX. TYPICAL ANCHORS'• '`• SEE E". , FOR SPACM„ a,;• 1E �°. ppO OM iW Z 2 2 to I M t`..•• .•••:' g EXTERIOR L S r� 0�a O u (((Asss4JJJ •`:+"e`s-i SIOELRE MAF WIDTH LEAF WIDTH aN -0 H M '{/y�• SNCONE HWOM w a , PANEL SIDEUTE VM DOOR FRAME WIDTH 0 t DOOR LEW WM=SIDELITE FRAME WIDTH — 3.250" MwOOCFNEV m g Jil S S 47e0t•bkAa•PbeW 8 M OR ORbuft -DL � I•t1r v 2 ALTERNATE z PANEL =M= UNITS N \ Eagn;AVAD AHMAD a RA g ,/2 E IDLE ''�•'° °" TYPICAL ANCHORS •ELMMONS v`•EDGE°db•T. o . IYP�/d.ANCHORS drawing rro. ESE D1SL FOR SPACING FOR�G� 3 2019 W11-03 PANEL SMKUW UNIT (STD THRESHOLD) PANEL SDELTMUL O GHSH= sheet 10X18 . . .•. . • . ... •. .• . . • .• •• . • . • . • . . . . . • • ••• • • . • ••• t, 7YPICAt.ANCHDIM ••• •• DI T OT SMAL ONSTAi_LATION DETAII osr. 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HIGH SILL ADAPTER(USM WITH STO.SILL) 6063-78 PER TM SPECOWTIONS• c y0 y 30 7M-180 i S&L COVER 6°83-TB PER TM SPEMF1CAMO S Z a v 31 7M-182 - I=STILE RENFORCEMENT 8083-T6 PER TM SPENT ATIONS {� 35 TM-187 4 SALUTE GLAZING BEAD(10.4.MASS) 8083-T8 SIDE LITE GLAZING PERIMETER 350. 4 SIDELFM GLAZING BEAD(OBER..LAM.CLAW) 6083-78 SME LITEAZDM E GPERMWER 0 DOOR LEAF CORNER 37 TM-1850. OPTIONAL PANEL.GLAZING BEAD 6083-YS PER TM SPEt9i1CAT10NS 36 TM-184 - NSUL GLASS PANE.ADAPTER 6063-TS PER TM sPI32FMAT10NS r 3B _ AS RIM SETTING mom(1/e'x 3/4'It C LONG) MM DMMETER 80t8 SHORE A TPT DOOR COMPONENTS = � MOKrnv18E0 8 aIVp1FM6wOTP GblBbrl4t AMPWM No Ear.mm COAL FM PE CAK 71 ar°wtng no. 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FRAME WIDTH _ rnan b -0 cra FLl PE 70892 g , SINGLE (X) OPERATING UNITS W/ S.H. wnw CAA drawing no. 201E5 W11—Q3 ahast 18 of 18 •• •• • • • •• •• • LTBM$ PAR?9 TOM DEKRIMON NAUMAL MANP V 1.937 • 00* • 1.1 W-317BS 1 FRAME HEAD 6083-78 PER 716 SPECffIf:pTOM .748 • .m. • • .6 .TM-I 2 FRAME JAMB 6083-76 PER TM N8 0 867 838 .T on 130 t t w 378 t t 3.1 - 1 FRAME SILL 8083--T8 PER 7N S VMF CATXM .� • • w •at tlpF►38123! 1 FDiED YTG.RAR BOBS-Ts PF77 7N SPE�F7CATWFS 250 a1 TN-113 1 STD.VENT TOP RAR 8003-78 PER 766 Appy It 1.878 &1 TM-112 1 VENT BOBTOY PoN. 80t{3-TB PER iM SPECIFICATIOtS •• • • • • 7 6W- 2 VENT JAMB SDg3�-7B �7M SPEC 1.t FRAME�{FqD 7.1 FD(ED RAIZ.RE84F. ®1 . : •a 1'R--tis 2/VENT On=WADES E Lm o r FROM ENDS X83-Ts PR TM SPEC87CA710NS • • • • • . EA! -. 2/VENT LATCH LOCK.r FILM ENDS CAST PER 1M SPECFTCATIOFS n • • • • • • a AS gg2pto Std ANOLE ALlR9NUM PER Tu SPELxFtCATIS .750 •• • • • • ,at 2 VENT SW(5-1/4'LAND) KASYC PER 7Y SPE65FlCURM Q q 11.1 - 2 SPWL BALANCE - CALDWELL df�• .ago 094 121 - 4 VENT tu= PIASOC PER TM SPS:U- ONS 1,600 1.748 2.541 13.1 qW-3044 AS REOD. BULB VEMERSM VWL PER TM SPEMRCAMONS 14.1 W43201 AS FMA FIN SFAI.WEJCtHER4TPoP mm PER 7M SPEC�A7t m Lao ia1 WWI AS RWD. FIN SFAL WFA7HEtt5BBP MM PER IM SPECMTMM a SE X37 ,&1 - 1 FRAW4VENT ASSEMBLY SCREWS CRS 070 x Y P.H.SMS y t 17.1 - - FA6ED RAL F43FOROM AUAWN PER 7M SPECBIGTKM Q FIXED MEE=RAIL tat DOOR STILE ROW. tat - - DODR SmE REINFORCING ALU69MUM PER Tet SPmmTm S.H. WINDOW COMPONENTS 1.780 A* I Owl 840 608 YYY '"` (j IX .790 .082 AA 1.125 ! J z IM2 �' ! r 1.048 � 3 V op 7SG C d_ Q SM SIDE RAIL I N M a ® STD.VENT TOP RAIL a .960 VENT TOP CORNER .787 .877 ,.875 X43 F1iAME TDP CORNER BB2 482 .874 ` 1.a� PnooucrlTevreew rtae bmkvn�tdNlSePbrW .817 & Aetxtbcoft $$ FRAME JAMB � � . ® SASH LATCH h 6d �«am 1.382 g<moe i ! 2.828 % En.:aAVAo b .o oeo 2.7255 FLA.PES gg n aT 2.aso .882 i cAN. $ ` � I 8. dmaring no. --1.750 1937 W11-03 11 at VENT BOTTOM RAIL ©i FRAME SILL FRAME BOTTOM CORNER VENT BOTTOM CORNER S e$2015 Sheet 18 of 18